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November 2014 
> BROWNFIELD SITES 
> UV SYSTEMS 
> REUSING WATER 
> PARTICULATES 
> BILGE WATER 
PG 20 
PG 23 
PG 27 
PG 30 
Solutions for Air, Water, Waste and Remediation PG 32 
Bombs 
Away PG 14 
| www.pollutionengineering.com 
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NOV E M B E R 2 01 4 VOLUME 4 6 N O . 11 
F E AT U R E S 
14 Investigating Undersea Munitions 
Using increasingly innovative technology, the Army has 
been investigating munition disposal sites on the sea floor 
to study the effects of the discarded munitions on the sea 
and surrounding wildlife. 
20 The Remediation of Brownfield Sites 
Cleaning sites for reuse can be a rewarding experience and 
will help to save public health and improve safety as well 
as improving aesthetics. 
23 Testing New UV System Designs for 
NWRI Approval 
As precious water resources dwindle, it is vital to find ways 
to reuse water but in a safe and healthy manner. 
27 The Challenges with Potable Water Reuse 
Simply treating water for reuse may not be enough. People 
have to be taught that the new product is safe for the 
application. 
30 Particulate Control 
Tiny particles can cause major damage to people when they 
are aspirated into a lung. Though difficult, these air pollution 
elements can be controlled. 
32 New Bilge Water Treatment System Design 
Protecting bay waters was a high priority and the system 
had to function with low maintenance and last. 
50 State Rule Changes 
Environmental Rules change daily. BLR brings a few 
of the latest changes needed to stay in compliance. 
By BLR 
C O L U M N S 
07 The Editor’s Desk D E P A R T M E N T S 
The EPA has again prepared a plan to expand control of all water 
that falls on the country. By Roy Bigham 
The DOT is seeking to change some of the transportation rules in 
order to better conform to international shipping standards used 
around the world. By Lynn L. Bergeson 
As EPA makes changes to guidance documents and air regulations, 
expect additional air modeling work to be added as well. 
By Dan Holland 
Member March 2-5 2015 
09 Legal Lookout 
46 The Air Educator 
Air & Waste Management 
A S S O C I A T I O N 
Subscribe to Pollution Engineering and our electronic newsletters at www.pollutionengineering.com. 
4 Pollution Engineering JANUARY 2013 
08 EnviroNews 
08 PE Events 
10 Air Pollution Control Products 
11 Water Pollution Control Products 
12 PE Products 
47 Classified Marketplace 
49 Advertisers Index 
INSIDE 
18 
20 23 
2014 Annual Conference & Exhibition Navigating Environmental Crossroads 
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WE NEED YOU! 
CALL FOR ARTICLES 
Pollution Engineering covers a variety of topics throughout the year, and 
our editorial team is always open to receiving audience-supplied features. 
We are seeking submissions for high-quality, well-written technical articles 
for editorial review. 
Think of it as a new way to network with your peers and for a chance to 
be published in the number one source for must-read pollution control 
information! 
Roy Bigham • Editor • (248) 244-6252 
roy@pollutionengineering.com 
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to see topics 
of interest 
• Submissions should be less than 2,000 words in length and include 
up to three supporting hi-resolution images. 
• Send us your story and include photos and graphics that demonstrate 
a working knowledge of a particular technology or system. 
• Write it as if explaining it to a friend because we are not interested 
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• Flip the page for a list of suggested topics or contact our Editor to 
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Topics of interest include but are not limited to: 
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Have a topic you don’t see listed? We’re always open to new ideas 
for topics that matter most to our audience. Contact our Editor to 
discuss your suggestion. 
Roy Bigham • Editor • (248) 244-6252 
roy@pollutionengineering.com
Roy Bigham 
is Editor of Pollution Engineering. 
He can be contacted at 
roy@pollutionengineering.com 
NOVEMBER 2014 www.pollutionengineering.com 7 
Just a few months ago, the public 
learned that EPA had secretly devel-oped 
comprehensive maps of water 
found in each state in the United 
States. Then, on April 21, 2014, EPA proposed 
new regulations and a new definition for waters 
that could fall under the agency’s jurisdiction. 
When Congress passed the Clean Water 
Act, the legislation included a phrase, “navi-gable 
waters of the United States.” Unfortu-nately, 
the phrase was not defined, and the 
agency, with the help of other government 
departments such as the Army Corps of Engi-neers, 
has struggled to find a suitable definition 
ever since that would satisfy industry and 
the public. Periodically, Congress will debate 
the issue, and the courts are forced to decide 
individual cases to determine if the agency had 
jurisdiction. Various members of Congress 
have uttered statements along the line that they 
do not intend to allow regulation of every mud 
puddle in the country but failed to actually 
make legislation defining any limitations or 
boarders. In the April proposal, EPA dropped 
the word navigable in their definition of waters 
they could or should regulate. In speeches, 
EPA Administrator Gina McCarthy stated that 
no new waters would be added to their control. 
Is Past Action Significant? 
In February 2012, I wrote in the Editor’s Desk 
about draconian measures EPA took against 
a couple who were in the process of build-ing 
their dream home in Idaho. Basically, an 
enforcement officer from the EPA showed up 
and halted all construction activity. The officer 
explained that there was standing water on the 
property in what was described in newspaper 
reports as a puddle. The family then received 
orders from the agency demanding they take 
very precise remedial actions and continue with 
long-term monitoring or face hefty daily fines. 
The couple tried to talk with the agency to 
no avail and took legal action. At every turn, 
EPA wielded its considerable weight to deny 
any court actions until some judges tossed 
out the private citizens’ claims. However, the 
couple persisted, and the case ended up in the 
Supreme Court. The decision and order was 
that the EPA did have responsibility to meet 
with the couple to discuss the case. I can find 
no record that such a meeting ever took place. 
Mapping a Course 
The maps that EPA developed include such 
details as ditches. On their website at http:// 
water.epa.gov/type/rsl/streams.cfm, they 
define just what waters they expect to control 
and why. It reads as follows: 
Small streams, including those that don’t 
flow all of the time, make up the majority of 
the country’s waters. They could be a drizzle 
of snowmelt that runs down a mountainside 
crease, a small spring-fed pond, or a depres-sion 
in the ground that fills with water after 
every rain and overflows into the creek below. 
These water sources, which scientists refer to 
as headwater streams, are often unnamed and 
rarely appear on maps. Yet the health of small 
streams is critical to the health of the entire 
river network and downstream communities. 
These small streams often appear insignifi-cant, 
but in fact are very important, as they 
feed into and create our big rivers. 
So, it appears that if there is a puddle of 
water that could ever possibly overflow, and 
such overflow could potentially in any way 
reach flowing water, then it should be regulated. 
I think that covers just about any mud puddle. 
Note also that they mention the inclusion of 
additional waters that might not be mapped. 
What to Expect 
There is no need to panic at this point. However, 
keep in mind that the agency is embarking on 
an all-out plan to educate the public about water 
issues. Their website was recently updated to 
include a number of pages on the topic. There 
are blogs and videos talking about the issue. 
Tons of comments have been received, but the 
agency has been fully convinced for decades 
that all waters are tied together and all must be 
protected by regulation. Expect new regulations 
will be finalized and new requirements will be 
established on industry and communities. Storm-water 
runoff will no longer be allowed, and such 
water will be required to be collected and reused. 
Once these rules are out there, there will also be 
many lawsuits, and the cycle of litigation will 
start again. Expect the process to again travel all 
the way to our nation’s top court. 
EDITOR’S DESK 
Water Issues Become More Clear 
The EPA has again prepared a plan to expand control of all water that falls on the country. 
Note also that they mention the 
inclusion of additional waters that 
might not be mapped.
PE Poll Data 
The EPA has mapped all surface water down to the 
smallest ditch in the US. Many think this is part of 
the new waters of the United States definition rules. 
Does this worry you at all? 
51% 
Yes, private property to do their job. 
should not be under the 
same scrutiny as industry 
or public property. 
> REMEDIATION 
Wastewater Plants 
Upgrades Could Cost 
Nearly $200 billion 
The U.S. House of 
Representatives Appropriations 
Committee recently heard tes-timony 
which makes a strong 
case that “modernizing and 
replacing the country’s aging 
water and wastewater infra-structure 
49% 
8 Pollution Engineering NOVEMBER 2014 
No, it is a tool that 
the agency needs 
may be the single 
largest public works need that 
the U.S. faces,” and it requires 
a serious investment. The EPA’s 
most recent needs survey esti-mates 
$187.9 billion is needed 
by clean water agencies to 
comply with the Clean Water 
Act (CWA). 
Some of the wastewater 
plants in the U.S. were built 
more than 100 years ago. Some 
plants are keeping up with their 
aging infrastructure, but most 
are not able to do so due to inad-equate 
funding. The status of 
upgrades is continually report-ed 
in North American Municipal 
Wastewater Treatment Facilities 
& People Database. 
> REGULATIONS 
WEF Gains Korean 
Support 
The Water Environment 
Federation (WEF) signed a 
Memorandum of Understanding 
(MOU) with two of Korea’s 
top water associations, the 
Korean Water & Wastewater 
Works Association (KWWA) 
and the Korean Environment 
Corporation (KECO). Intended 
to strengthen ties between 
the respective organizations, 
the MOUs were signed by 
officials in the Global Center 
at WEFTEC 2014 – WEF’s 87th 
Annual Technical Exhibition & 
Conference. 
Specifically, WEF, KWWA and 
KECO will seek opportunities 
for knowledge exchange and 
mutually beneficial support 
of each other’s publications, 
activities, initiatives and spe-cial 
projects to assist with a 
shared goal of protecting the 
environment and encouraging 
sustainable development. 
“WEF is delighted about this 
important step to strengthen 
our connection with Korea 
through ties with these two 
distinguished associations,” 
said WEF Executive Director 
Eileen O’Neill. “As a result of 
these two new MOUs, we can 
look forward to more exciting 
opportunities to support our 
mutual interest in improved 
water management and sus-tainable 
practices.” 
> CORRECTION 
The October 
cover story 
on page 18 
incorrectly 
listed the 
author. The 
story was 
s u b m i tt e d 
from Frankie 
October 2014 
> MANAGING METHANE 
> STACK TESTING 
> FRACKING 
PG 24 
PG 31 
PG 34 
Solutions for Air, Water, Waste and Remediation 
Proposed 
REFINERY 
Rule PG 18 
| www.pollutionengineering.com 
Super Early Bird 
expires on 
9/30/14! 
Wood-Black, Ph.D., REM, MBA, 
she is the principal for Sophic 
Pursuits Inc., Ponca City, Okla. 
Send comments or questions to 
fwblack@sophicpursuits.com. 
NOVEMBER 
1-6 Summit 2014: Inspiring 
Action, Creating Resilience 
estuaries.org/summit 
5-6 Power Experts 2014 
worldarena.us 
5-6 WWEM 
wwem.uk.com 
6-18 WWEMA 106th Annual 
Meeting 
wwema.org/annual.php 
16-20 International Water 
Conference 
eswp.com/water 
19-20 Canadian Waste & 
Recycling Expo 
waste360.com 
DECEMBER 
9-11 Renewable Energy World 
renewableenergyworld-events. 
com 
9-12 NGWA Groundwater Expo 
groundwaterexpo.com 
JANUARY 
12-15 The Eighth International 
Conference on Remediation 
and Management of 
Contaminated Sediments 
Battelle.org 
FEBRUARY 
16-18 EUEC euec.com/index.aspx 
MARCH 
2-4 RemTEC Summit 
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ENVIRO NEWS 
PE EVENTS 
FIND ADDITIONAL NEWS & EVENTS AT WWW.POLLUTIONENGINEERING.COM.
By Lynn L. Bergeson 
The proposal is an important step in 
ensuring harmonization. Readers with 
interest in these issues should review 
the proposed regulations carefully. 
NOVEMBER 2014 www.pollutionengineering.com 9 
LEGAL LOOKOUT 
Harmonizing DOT HMR International Standards 
The DOT is seeking to change some of the transportation rules in order to better conform to 
international shipping standards used around the world. 
On Aug. 25, 2014, the U.S. Depart-ment 
of Transportation’s (DOT) 
Pipeline and Hazardous Materials 
Safety Administration (PHMSA) 
issued a proposed rule seeking to harmonize 
the hazardous materials regulations (HMR) 
with international regulations and standards. 
The rule would revise proper shipping names, 
hazard classes, packing groups, special provi-sions, 
packaging authorizations, air trans-port 
quantity limitations and vessel stowage 
requirements. The key changes to this HMR 
proposed by PHMSA are summarized below. 
Background 
PHMSA proposes to incorporate by refer-ence 
the most recent versions of various 
international hazardous materials standards, 
including the 2015 to 2016 International 
Civil Aviation Organization (ICAO) Techni-cal 
Instructions for the Safe Transport of Dan-gerous 
Goods by Air; Amendment 37-14 to 
the International Maritime Dangerous Goods 
Code (IMDG Code); the International Atom-ic 
Energy Agency (IAEA) Safety Standards 
for Protecting People and the Environment; 
Regulations for the Safe Transport of Radio-active 
Material, No. SSR-6 (IAEA Regula-tions), 
2012 Edition; and the 18th Revised 
Edition of the United Nations Recommenda-tions 
on the Transport of Dangerous Goods 
(U.N. Model Regulations). PHMSA also 
proposes to update by reference the Canadian 
Transportation of Dangerous Goods Regula-tions 
and to adopt updated International Stan-dards 
Organization (ISO) standards. 
PHMSA proposes amendments to the Haz-ardous 
Materials Table (HMT) at 49 C.F.R. 
Section 172.101 to add, revise or remove 
certain proper shipping names, hazard classes, 
packing groups, special provisions, packaging 
authorizations, bulk packaging requirements, 
and passenger and cargo aircraft maximum 
quantity limits. 
PHMSA proposes an exception from the 
HMR for marine pollutants up to 5 liters 
(1.3 gallons) for liquids or 5 kilograms (11 
pounds) for solids when these materials are 
packaged in accordance with the general 
packaging requirements of 49 C.F.R. Sections 
173.24 and 173.24a. The proposed amend-ment 
would exempt small packages of hazard-ous 
material from the HMR that are regulated 
only because of the presence of one or more 
marine pollutants because PHMSA believes 
such materials pose little transport risk. 
PHMSA is proposing to modify the list of 
marine pollutants in Appendix B to the HMT. 
PHMSA periodically updates its list based on 
changes to the IMDG Code and evaluation of 
listed materials. PHMSA is also proposing to 
add minimum sizes for the OVERPACK and 
SALVAGE markings. These markings would 
be characters at least 12 mm (0.47 inches) high. 
PHMSA is proposing to revise and add 
vessel stowage codes listed in column 10B 
of the HMT and segregation requirements 
in 49 C.F.R. Section 176.83 consistent with 
the IMDG Code. PHMSA also proposes to 
increase the required segregation distances 
between Division 4.3 dangerous when wet 
materials, Class 3 flammable liquids and Divi-sion 
2.1 flammable gases. 
Consistent with amendments adopted into 
the U.N. Model Regulations, PHMSA is 
proposing to revise the HMT to include 17 
new entries for adsorbed gases. PHMSA also 
proposes to add into the HMR a definition 
for adsorbed gas, authorized packaging and 
safety requirements, including but not limited 
to quantity limitations and filling limits. 
PHMSA proposes harmonization with the 
latest version of the ICAO Technical Instruc-tions 
to ensure that information currently 
authorized by the HMR to be provided by 
means of an alternative document be included 
on a shipping paper for batteries transported 
under the provisions of 49 C.F.R. Section 
173.185(c)(4)(v), the equivalent of Section 
IB ICAO Packing Instructions 965 and 968. 
PHMSA also proposes requiring a “cargo 
aircraft only” label on packages containing 
small lithium metal batteries not packed in or 
with equipment. 
PHMSA states that if the amendments are 
not adopted in the HMR by Jan. 1, 2015, the 
date most of the international standards above 
are scheduled to take effect, U.S. companies 
will be at an economic disadvantage. These 
companies will be forced to comply with a dual 
system of regulations, a result to be avoided. 
The proposal is an important step in ensur-ing 
harmonization. Readers with interest in 
these issues should review the proposed 
regulations carefully. 
Lynn L. Bergeson is managing partner of Bergeson & Campbell, P.C. She is president of The Acta Group, with offices in Washington, D.C., 
Manchester, U.K., and Beijing, China, and president of B&C Consortia Management LLC (BCCM) with offices in Washington, D.C.
PE PRODUCTS 
> Product Focus: Air Pollution Control Products 
Spray Scrubbers 
The Series 9000 preformed spray 
scrubber is designed to simultane-ously 
10 Pollution Engineering NOVEMBER 2014 
remove solid and gaseous 
particulates from dryers and other pro-cessing 
operations. It features a fine 
droplet scrubbing liquid spray zone 
within a confined involute section that 
eliminates any bypass of untreated 
gas. A fully open, cyclonic entrainment 
removal section without internal drop-let 
removal components is designed 
to make the scrubber highly reliable 
while also requiring low maintenance. 
Bionomic Industries Inc. 
Mahwah, N.J. • (800) 311-6767 
www.bionomicind.com 
CNG Let-Down 
Systems 
The LD series Let Down 
systems combine Bruest’s 
catalytic heater with controls 
technology to lower the pres-sure 
of the CNG to a range 
specified by the user. They can 
be used in hazardous loca-tions, 
including Class I Divi-sion 
1 and Division 2 rated 
locations, and they emit virtually zero NOX. The heaters range from 2,500 
BTU input to 2,800,000 BTU. The smallest heaters are less than 100 pounds; 
larger units are stationary or trailer-mounted for complete portability. 
Catalytic Industrial Group 
Independence, Kan. • (620) 331-0750 
www.cat-group.com 
Air Vent 
The VS3 air vent is designed for use with 
sanitary applications needing an air vent for 
a liquid line or filter. Three-point seating 
and a rubber valve seat allow 
for tight sealing of TLV’s Free 
Float. The VS3 also meets spe-cific 
requirements for materials, 
surface treatments, component 
configuration and Industry standards 
set by the FDA and USP. It is available with 
internal and external electro-polished surface 
finishes as fine as 0.4 μm Ra. 
TLV Corp. 
Charlotte, N.C. • (704) 597-9070 
www.tlv.com 
Pressure/Temperature Data Loggers 
The OM-PR series of pressure/temperature data loggers 
features a temperature range of minus 4 to 185°F; 
pressure ranges are 35, 150, 350, 550, 2,000 or 
5,800 psia; and vacuum ranges are 760 and 
380 Torr. The data logger is packaged in a 
submersible 316L stainless steel housing 
and has a standard one-fourth NPT fitting. 
It is CE compliant and has 150 percent 
over-range protection, programmable 
start/stop time and sample rates, up to 
64,000 samples per record, alarm set points 
and a five-year battery life. 
OMEGA Engineering Inc. 
Stamford, Conn. • (800) 848-4286 
www.omega.com 
Particulate 
Monitor 
The TRIBO.dsp U3400H is 
a two-wire, loop-powered, 
wide dynamic range par-ticulate 
monitor for both 
high- and low-temperature 
applications utilizing HART 
protocol. It is reportedly 
ideal for all emission monitoring and process flow applications where 
a continuous 4-20 mA signal is needed. The HART protocol allows bi-directional 
communication with the unit for remote access and control. 
The U3400H is designed to be wired directly to a PLC, DCS, data logger 
or any control device capable of providing the 24V loop power, while 
simultaneously receiving the continuous 4-20 mA signal. 
Auburn Systems 
Danvers, Mass. • (978) 777-2460 
www.auburnsys.com 
Air Quality Control System 
Wisconsin Power and Light will install an Air 
Quality Control System on Unit 5 at their Edge-water 
Generating Station in Sheboygan, Wisc. The 
system includes the Gebr. Pfeiffer scope, which 
will include the KLV 02/630-4.0 hydrator, a weigh 
feeder and a bag filter for dedusting the hydra-tor’s 
exhaust vapors. The KLV 02/630-4.0 hydrator 
allows for dry injection – the 
process of adding water to 
pebble lime in order to pro-duce 
a dry, volume-stable 
lime hydrate. 
Gebr. Pfeiffer Inc. 
Pembroke Pines, Fla. • (954) 668-2008 
www.gebrpfeifferinc.com
PE PRODUCTS 
> Product Focus: Water Pollution Control Products 
NOVEMBER 2014 www.pollutionengineering.com 11 
Stormwater 
Management System 
CULTEC’s heavy-duty Contactor 
100HD plastic subsurface cham-bers 
maximize storage capacity 
while maintaining a low profile. 
The chamber holds 112 gallons 
and has nearly 30 cubic feet of 
storage per unit when surrounded 
with stone. The chambers have repeating support panels to add strength 
and feature a side portal to allow internal lateral manifolding of the 
system. A small chamber – the HVLV SFCx2 feed connector – is inserted 
into the side portal to create the internal manifold, which eliminates the 
need for an external custom pipe and fitting header system. 
CULTEC Inc. 
Brookfield, Conn. • (203) 775-4416 • www.cultec.com 
New Website 
Wilden has launched a completely 
redesigned website with a more user-friendly, 
intuitive interface; improved 
navigation; enhanced content and site 
optimization for a vast array of mobile 
devices such as smartphones and tab-lets. 
Website visitors can access the 
entire suite of information on Wilden 
AODD pumps, Air Distribution Sys-tems 
(ADS) and elastomers including specifications, literature, guides, 
tools, performance data, technology applications, educational materi-als, 
manuals/EOMs, case studies, videos and white papers. 
Wilden Pump & Engineering LLC 
Grand Terrace, Calif. • (909) 422-1730 
www.psgdover.com 
Ultraviolet 
Disinfection 
Systems 
Neptune Benson installed 
a UV drinking disinfecting 
water system in Berea, Ohio, 
enabling the town to seek the 
Cryptosporidium credit in Ohio 
after the parasite was found in 
10 of 24 samples collected from 
the East Branch of the Rocky River, which is typical for this type of surface 
water. Cryptosporidium is effectively deactivated using ultra violet light, 
which has become an important barrier in the U.S. and globally to ensure 
that drinking water is wholesome and free from any harmful organisms. 
Neptune Benson 
Coventry, R.I. • (401) 821-2200 • www.neptunebenson.com 
Suspended Solids 
Density Meter 
This meter measures and monitors 
primary, secondary and return-activated 
sludge concentrations in 
pipes, tanks or clarifiers, and auto-mates 
biosolids removal. It allows 
operators to program underflow 
pumps to automatically shut off 
before sludge becomes too thin and helps operators determine floccu-lent 
dosages for improved filter press/centrifuge/digester performance. 
The reportedly non-intrusive, safe ultrasonic sensor needs no permits 
or approvals, and is simple to install, calibrate and clean. 
Markland Specialty Engineering Ltd. 
Georgetown, Ontario, Canada 
(855) 873-7791 • www.sludgecontrols.com 
UV Water 
Disinfection 
The AmaLine system for 
drinking water and reuse 
is a highly compact, low 
pressure, high output 
(LPHO) multi-lamp UV 
system. Its hydraulics 
rotate the liquid flow to 
ensure optimal disinfec-tion 
with minimal head-loss. 
Aquionics is conducting validation over a broad range of flows 
and UV-T to meet all global drinking water standards. 
Aquionics 
Erlanger, Ky. • (859) 341-0710 
www.aquionics.com 
Critical pH Measurement 
Sensorex’s TX2000 Intelligent pH/ORP 
Series Transmitters deliver critical ana-lytical 
information from process sensors 
to water treatment plant operators. Full 
featured with alarm/control relays and 
current outputs (4-20 mA), the TX2000 
transmitter interfaces to plant SCADA or 
DCS control systems, keeping operators 
apprised of changing process conditions. 
The transmitter features easy-to-navigate 
text and graphic illustrations in a large, 
backlit display. Supplied in a compact NEMA 4X/IP65 enclosure, units 
can be wall-mounted, installed in a panel or pipe/handrail mounted. 
Sensorex 
Garden Grove, Calif. • (714) 895-4344 
www.sensorex.com
12 Pollution Engineering NOVEMBER 2014 
Online Store 
COMPASS is an online store 
offering Kenics static mixers. 
The online store is self-man-aged 
24/7 for order entry and 
payment efficiency. The store 
reportedly offers accuracy in 
proper product selection and 
rapid shipment as well. The 
online configurator allows 
customers to input the pipe 
diameter, flow rate and viscosity for the application. After specifications 
are validated, the ideal Kenics static mixer model is selected and the 
model number displayed. Payment is accepted directly online. 
Chemineer 
Dayton, Ohio • (800) 643-0641 
www.chemineer.com 
Ceramic Pumps 
FMI’s valveless, ceramic meter-ing 
pumps have sapphire-hard 
ceramic internal components, 
which are chemically inert, wear 
resistant and dimensionally stable. 
In addition, FMI pump’s Ceram- 
Pump valveless rotating and 
reciprocation piston pump design 
eliminates the need for check 
valves, which can clog, leak or 
fail over time. These features are designed to allow the pump to handle a 
broad range of chemicals under varying conditions with extreme precision 
and accuracy. 
Fluid Metering Inc. 
Syosset, N.Y. • (800) 223-3388 
www.fmipump.com 
Porous Metal Products 
Mott Corporation’s all-metal mem-brane 
meets ASTM F838-05 for 
bacterial retention. Their sterilizing 
grade membranes are supplied in 
316L stainless steel or titanium. This 
technology is available in a variety 
of form factors from very small discs 
or tubes for drug delivery applica-tions 
to larger 10-inch cartridges for 
biotechnology and pharmaceutical processing. This membrane is reportedly 
able to withstand aggressive chemistries and drug cocktails without the 
potential for leaching, outgassing or other adverse reactions. The porous 
metal components are available with filtration ratings from sub-micron 
(0.1μm) to coarser filtration ratings, including 0.2 μm sterilizing grade media. 
Mott Corporation 
Farmington, Conn. • (860) 747-6333 • www.mottcorp.com 
Cut Resistant Tube Sleeve 
The KRG Sleeve provides ANSI Level 
4 cut resistance and flame resistant 
properties. This highly reusable sleeve 
is made from Kevlar and other mate-rials 
to provide superior comfort and 
protection. The 2-ply tube design offers 
outstanding cut resistance while further 
reducing total cost of ownership since the 
sleeve is made to withstand multiple launder-ings. 
The KRG sleeve is available in multiple 
sizes, with or without a thumb hole. It is sold 
by the dozen pair. 
Wells Lamont Industrial 
Skokie, Ill. • (800) 247-3295 
www.wellslamontindustrial.com 
PE PRODUCTS 
Restraint Coupling and 
Flange Adaptor 
The HYMAX Grip pipe coupling and 
flange adaptor uses universal teeth 
to restrain all types of connecting 
plastic and metal pipes. As pressure 
is applied to the connecting pipes, 
the adaptor actually increases its hold 
on the pipe. It has a hydraulic sealing that 
allows joining pipes to move up to four 
degrees on each end of the coupling and still maintain a tight, 
durable seal. It comes as a restraint coupling and as a flange 
adapter, both with a pipe diameter range of 4 to 12 inches. 
Krausz Industries Ltd. 
Tel Aviv, Israel • 972-3-5154013 
www.krausz.com 
Think Pink Campaign 
Magid is encouraging its customers to select from 
an assortment of pink PPE, including gloves, eye 
protection and hard hats, to wear throughout 
the month of October. Magid will donate 10 
percent of the pink PPE sales to the National 
Breast Cancer Foundation. The pink PPE brands 
being offered include the company’s own lines of 
hearing protection, eye protection and gloves, as well 
as products from PIP, Showa Best and Honeywell. The 
products include ChromaTek cut-protection glove, 
which comes in a variety of high-visibility colors, 
including pink, and a women’s gardening glove that 
works with touchscreen devices and smartphones. 
Magid Glove & Safety Mfg. Co. LLC 
Romeoville, Ill. • (800) 444-8030 
www.magidglove.com 
> Product Focus: General
NOVEMBER 2014 www.pollutionengineering.com 13 
PE PRODUCTS 
Chip on Board Bulbs 
The LED PAR30C series comes 
with a clear, precision UV-sta-bilized 
polycarbonate lens that 
directs high-brightness 820 
lumens in warm white, 840 
lumens in natural white, and 
790 lumens in pure white LED 
color temperature. They have 
a 60-degree beam of light in a 
medium flood illumination pat-tern. 
The PAR30C bulb operates in a voltage input of 100 to 277 VAC, 
offering long-lasting durability and easy drop-in installation in existing 
standard 26 mm Edison screw-base sockets. This bulb with COB LED 
replaces up to 60-watt halogen PAR30 bulbs, while consuming only 11 
watts of power, resulting in energy savings of up to 80 percent. 
LEDtronics Inc. 
Kashiwa Conn. • (800) 579-4875 • www.ledtronics.com 
Drum Crusher/In-Drum 
Compactor 
The Sahara explosion-proof drum crusher/in-drum 
compactor is suitable for use in Class I, 
Division I areas. It reportedly reduces waste 
volumes for safe and economical disposal 
– crushing drums down to 4-inch pancakes. 
Its explosion-proof construction makes it 
ideal for use in NFPA Class I, Division I areas. 
It features 60,000 lbs. of compaction force, 
welded steel construction, a non-sparking 
compaction chamber and a quick-change 
head for easy conversion to in-drum com-pacting 
mode. 
Benko Products Inc. 
Sheffield Village, Ohio 
(440) 934-2180 
www.benkoproducts.com 
Combination Truck 
The PAT 360-HD is a multi-pur-pose 
cleaning truck that utilizes 
a combination of jetter, vacuum 
and downhole pump to provide 
a complete stand-alone cleaning 
system for large diameter lines, 
digesters, grit chambers, lift sta-tions, 
water treatment plants, 
ponds, lagoons and other hard-to-clean environments. It utilizes four, 
8-inch hydraulic pumps, enabling it to pump/separate sand and water at 
up to 10,000 gallons per minute. It delivers up to 1,100 horsepower and 
performs in surcharged conditions, allowing a facility to remain com-pletely 
on-line. It features an extra-long hydraulic knuckle boom crane with 
up to 49 feet of reach from the center and 180-degree rotation. 
Polston Applied Technologies 
Onalaska, Texas • (941) 444-1440 • www.PolstonProcess.com 
Bushed Para-Flex Couplings 
The Baldor-Dodge Para-Flex QD (PXQD) prod-uct 
line is available in sizes PX50 through 
PX200, with torque ratings through 82,500 
in-lbs. Para-Flex QD flanges are designed 
to offer greater bore capacity, allowing 
customers to downsize their coupling 
selections. The QD bushing allows for easy 
installation and removal with minimal shaft 
damage, reducing overall replacement costs. 
When used with the Para-Flex element, the 
complete couplings system reportedly per-forms 
in difficult applications, providing excellent 
misalignment capabilities. 
Baldor Electric Company 
Fort Smith, Ark. • (479) 646-4711 
www.baldor.com 
Decentralized AC Drive 
The VACON 100 X is equipped with 
advanced control capabilities and sup-ports 
both induction and permanent 
magnet motors up to 50 HP (37 kW). It is 
designed for wide-ranging applications, 
including outdoor installations, as well 
as heat, dirt and vibration. It is rated for 
zero to 100 percent relative humidity, 
3 g vibration resistance, 25 g shock for 
6 ms (3M7 acc. to IEC 60721-3-31), and 
operating temperatures from 10°C to 
40°C (up to 60°C with current derating). 
Vacon PLC 
Vaasa, Finland • (877) 822-6606 
www.vacon.com 
Temperature Transmitter 
Omega’s M12TX temperature transmitter features a sensor with a 
computer-programmable built-in transmitter, a molded connector 
(IP67), a M12 connection, 4 to 20 mA output and a minus 58 to 932°F 
temperature range. The probe is ideal for areas with space limitations 
where traditional head connections are too large to fit. The transmitter 
is ideal for HVAC, automation and industrial processing. 
OMEGA Engineering Inc. 
Stamford, Conn. • (800) 848-4286 
www.omega.com 
> Product Focus: General
Investigating 
Undersea 
Munitions 
>> BY GEOFFREY CARTON, CALIBRE SYSTEMS INC. ; SONIA SHJEGSTAD, ENVIRONET INC. ; MARGO 
EDWARDS, UNIVERSITY OF HAWAII; J. C. KING, OFFICE OF THE DEPUTY ASSISTANT SECRETARY 
OF THE ARMY FOR ENVIRONMENT SAFETY AND OCCUPATIONAL HEALTH 
Using increasingly innovative technology, the Army 
has been investigating munition disposal sites on the 
sea fl oor to study the effects of the discarded munitions 
on the sea and surrounding wildlife. 
14 Pollution Engineering NOVEMBER 2014 
he Hawaii Undersea Military Muni-tions 
Assessment (HUMMA) is a 
multi-phase program addressing the 
challenge of characterizing a historic 
deep-water munitions disposal site. 
The specific objectives of the pro-gram 
are to determine the potential 
impact of the ocean environment on sea-disposed muni-tions 
and of sea-disposed munitions on the ocean environ-ment 
and those that use it. 
Due to the environmental conditions at the site (average 
temperature: 43°F; average pressure: 55 atmospheres) and 
the difficulty accessing it, the field program consists of sever-al 
short-duration, high-intensity deployments. Maximizing 
COVER STORY 
T 
Deploying one of the 
submersibles, Pisces IV, 
with Diamond Head in the 
background. The HUMMA 
study area is between 3 and 
20 miles from shore. Photo 
credit: Hawaii Undersea 
Research Laboratory
NOVEMBER 2014 www.pollutionengineering.com 15 
the effectiveness of the overall effort involves orchestrating 
a multidisciplinary team – historians, oceanographers, geo-physicists 
and geochemists, environmental scientists, and 
biologists from academia, industry and government – and a 
variety of sophisticated equipment to accomplish the objec-tives. 
To date, the HUMMA team has achieved a series of 
programmatic successes, facilitated technology transfers, 
and documented lessons learned that are being applied to 
underwater munitions investigations worldwide. 
Background 
Through the 1970s, sea disposal was internationally accept-ed 
as an appropriate method for disposal of a variety of 
wastes, including conventional and chemical munitions. It 
was common international practice to dispose of munitions 
and other wastes in the oceans. Following this accepted 
practice of the time, the U.S. Armed Services disposed 
excess, obsolete and unserviceable munitions in U.S. coastal 
waters from as early as the late 1800s through 1970. 
In 2006, Public Law 109-364 § 314 (Research on the 
Effects of Ocean Disposal of Munitions) required the 
Department of Defense to identify sea disposal sites in 
U.S. coastal waters, identify navigational and safety haz-ards, 
characterize six of these sea disposal sites and inves-tigate 
the feasibility of remediation of the munitions. The 
2009 Defense Environmental Programs Annual Report to 
Congress contained the final report on the sea disposal 
of military munitions, which was based on four years of 
archival research. The report details disposals of conven-tional 
and chemical munitions in U.S. coastal waters. The 
chemical munitions and bulk containers held approxi-mately 
32,000 tons of chemical agents. In Hawaiian 
waters, the disposal of conventional munitions is known to 
have occurred between 1920 and 1951, with the disposal 
of chemical munitions occurring between 1933 and 1946. 
Policies governing the sea disposal of military munitions 
were not specific in the early 1900s, but they became more 
restrictive over time. By 1945, the Department of Defense 
required munitions to be disposed 10 miles from shore, with 
conventional munitions at a minimum depth of 3,000 feet 
and chemical warfare materiel at least 6,000 feet. About 96 
percent of the net chemical agent weight was disposed of in 
water depths of 1,000 feet or more. In 1970, the Department 
of Defense discontinued the use of sea disposal. In 1972, 
Congress passed the Marine Protection, Research and Sanc-tuaries 
Act. This act effectively prohibited ocean disposal of 
waste materials, including military munitions. 
Investigating a Deep-Water Disposal Site 
To aid the Department of Defense in meeting the unique 
challenge posed by Public Law 109-364 §314’s require-ments, 
the Army initiated HUMMA in 2006 to investigate 
a Department of Defense military munitions sea-disposal 
site in Hawaii (Department of Defense sea-disposal site 
HI-05). This poorly documented site is 3 to 20 miles south 
of Oahu in water depths of 800 to 2,000 feet. The site con-tains 
conventional and chemical military munitions, includ-ing 
16,000 100-pound mustard-filled bombs. The site’s close 
proximity to shore and the University of Hawaii’s research 
facilities, technologies and personnel facilitated the logistical 
Coal
COVER STORY 
support required for a detailed investigation. 
Investigations in 2007, 2009, 2011 and 2012 used inno-vative 
technologies to map and verify, using two three-man, 
deep-sea research submersibles, towed-video cameras, and 
remotely operated vehicles, to find small seafloor munitions 
targets; and collect an array of samples (sediment, seawater 
and biota) within 6 feet of selected munitions. The final 
2014 field program will complete the sampling program 
using a more sophisticated remotely operated vehicle. 
HUMMA’s approach allows the site to be studied across 
a broad range of resolutions, stretching from regional maps 
covering hundreds of square miles to extremely high-reso-lution 
imagery of individual munitions and the animals co-existing 
with them. This approach and its resulting robust, 
multi-disciplinary dataset will aid in optimizing sampling 
at other sea-disposal sites in both deep and shallow water. 
Prior to the 2007 SONAR survey, the University of 
Hawaii reviewed its extensive library of past manned 
submersible training missions in the area and mapped 
the locations of munitions detected by submersible video 
cameras. This analysis provided an indication of the types 
of munitions present and their general distribution, docu-menting 
that hundreds of munitions were exposed on the 
seafloor and not buried by sediment. This seven-day 2007 
16 Pollution Engineering NOVEMBER 2014 
survey started with the collection of medium-resolution 
(6-by-6 foot grid cells) bathymetry and reflectivity data 
over 250 sq. miles using a SONAR system hull-mounted 
on a University of Hawaii research vessel navigated using 
GPS. The GPS-navigated SONAR data provided a base 
map that depicted enough topographic detail to allow 
other systems to be towed within a few feet of the seafloor 
with reduced risk of collision and could later be used for 
co-registration with higher resolution datasets. The last 
five days of the 2007 survey used a higher frequency 
SONAR system towed 150 to 200 feet above the seafloor 
to capture higher resolution (1.5-by-1.5 foot grid cells) 
information of surface roughness and detect munitions, 
including the 100-pound mustard bombs. 
The data from the higher resolution 2007 SONAR sur-vey 
covered 30 sq. miles and allowed the 2009 survey by 
manned submersibles and a small remotely operated vehicle 
to focus on target-rich areas. The manned submersibles 
collected 94 sediment and 30 water samples within 6 feet of 
high-interest munitions and control sites to evaluate whether 
munitions constituents, including chemical agents or agent 
breakdown products, were detectable at levels higher than 
at nearby munitions-free control sites. Tissue samples from 
edible marine life, 16 fish and 19 shrimp, were also collected. 
Photo from a submersible 
showing box core for the 
collection of sediment 
and shrimp trap. Note: 
A bomb is seen in the 
background. Photo 
credit: Hawaii Undersea 
Research Laboratory
NOVEMBER 2014 www.pollutionengineering.com 17 
Given the potential for encountering toxic chemi-cal 
agents, strict screening and decontamination 
protocols were followed at sea. Sediment and 
biological samples were screened onboard for the 
presence of chemical agent prior to release to a 
shore-based commercial environmental laboratory 
for analysis. Although the 2009 HUMMA survey 
successfully identified more than 2,500 munitions 
and collected samples near 20 munitions, no 100- 
pound mustard bombs were identified. 
In 2009 and 2010, commercial surveyors 
investigating pathways for cables and pipelines 
south of Oahu contacted the HUMMA team 
and, based on the distribution of munitions 
depicted in HUMMA’s data, planned high-res-olution 
surveys for their efforts outside known 
munitions sites. In 2009, the first commercial 
survey photographed 103 munitions in trails 
outside the southern boundary of the 2007 study 
area, and in 2010, five additional munitions 
were photographed near the northern boundary. 
The casings in both sets of photographs were 
consistent with the size and shape of 100-pound 
mustard bombs. In several photographs, the 
munitions’ markings, which were still visible, 
identified the bombs as most likely being chemi-cal 
munitions. In 2001, based on these findings, 
a second SONAR survey was conducted. The 
2011 SONAR survey expanded on the 2007 
survey, encompassing the region where the com-mercial 
surveyors photographed the munitions 
and covered five times as much area as the 2007 
survey over an equivalent five-day period thanks 
to implementing lessons learned during the 
original survey. The equipment used was also 
modified between the 2007 and 2011 SONAR 
surveys, yielding significantly sharper imagery for muni-tions, 
shipwrecks and smaller geological features. Numer-ous 
additional munitions’ trails were detected, including 
some near the commercial survey sites. 
One aspect of the program worthy of special mention 
was the safety precautions related to possible contact with 
chemical agent. Equipment contacting the seafloor and 
samples had to be screened to ensure that neither the 
personnel nor the research vessel had been contaminated 
with any chemical agent. The Army worked closely with 
the researchers during the planning stages to outline the 
onboard safety procedures to be followed. Army person-nel 
screened each sample for chemical agent prior to 
releasing it to team scientists who handled and packaged 
the samples for shipment to commercial laboratories. The 
Army initially screened equipment and samples on deck 
immediately upon the equipment’s recovery from the 
seafloor, and then each sample was quantitatively analyzed 
within 24 hours of collection in an onboard laboratory, 
providing data suitable for risk assessment. 
The 2011 SONAR survey was followed by a 2012 
HUMMA program that returned to sampling, with the 
objective of collecting information to make informed 
decisions regarding the condition, potential impacts, risks 
and actions that, if needed, might be taken to address 
sea-disposed chemical munitions in deep water. The 2012 
HUMMA program used manned submersibles to col-lect 
212 samples (153 sediment, 36 shrimp, 12 in fauna, 
six deep-sea dwelling starfish and five water) within 6 
feet of 100-pound mustard bombs and at control sites. 
An innovative mass spectrometer was deployed on three 
submersible dives to collect in-situ, real-time readings for 
chemical agent in seawater at select munitions sites, with 
results correlated against the discrete samples collected for 
laboratory analysis. Additionally, 30,000 high-definition 
downward-looking photographs were collected during 17 
Above is a map of the 
HUMMA study area, 
south of Pearl Harbor, 
Oahu, Hawaii. The area 
covered by the 2011 
SONAR survey is clearly 
much greater than 
that in the 2007 survey 
due to improvements 
in both equipment and 
methodologies.
transects through the area, two time-lapse cameras were 
deployed to observe the interactions of marine life with 
munitions, and shrimp and starfish in direct contact with 
munitions were collected; the latter action resulted in the 
discovery of a new starfish species. 
Dissemination of Methods and Technology 
The academic, government and industry participants 
agreed early in the planning that open discussion of the 
team’s approach and alternatives would benefit not only 
HUMMA but other investigations as well. Given this, the 
participants shared completed work at technical meetings 
through the project website (www.hummaproject.com) 
and in peer-reviewed and industry journals. HUMMA 
researchers are currently collaborating with the multi-national 
Baltic Sea Chemical Munitions Search and 
Assessment (CHEMSEA) research team to compare data 
from the two sites to increase the understanding of both. 
The Path Forward 
The planned HUMMA field activities will conclude with a 
2014 field program that will use the Woods Hole Oceano-graphic 
Institution’s Jason-2 remotely operated vehicle to 
collect samples near chemical munitions and at control 
sites. Sampling and analytical techniques will replicate those 
used during the 2012 manned submersible effort. This pro-gram 
will allow a direct comparison of the capabilities and 
COVER STORY 
18 Pollution Engineering NOVEMBER 2014 
cost effectiveness of using remotely operated vehicles and 
manned submersibles for sampling. The substantial collec-tion 
of a wide array of samples, using a variety of both dis-crete 
and in-situ technologies, will provide one of the most 
comprehensive and robust datasets in the world for under-water 
munitions disposal sites. HUMMA is furthering the 
Department of Defense’s understanding of the effects of 
sea-disposed munitions on the ocean environment and will 
provide a comprehensive database for use in tailoring future 
sampling programs at underwater munitions sites. 
To date, the study has drawn a number of conclusions 
and achieved a series of programmatic successes, technol-ogy 
transfers and lessons learned: 
• Most munitions in the study area were disposed of by 
ships while underway, resulting in linear trails of muni-tions 
that are readily apparent to SONAR. 
• Backscatter data from sidescan SONAR are extremely 
effective in detecting 3- to 5-foot-long reflective targets. 
• The integrity of munitions widely varies. 
• Analytical methods used to detect munitions constitu-ents 
during the program were effective. 
• Improvements in the SONAR platform motion sensors 
and the use of non-overlapping survey tracks yielded a 
five-fold improvement of SONAR coverage with notice-ably 
sharper resolution. 
This research led to cooperation with overseas institu-tions 
that are studying HUMMA approaches and results 
to improve the effectiveness of analogous research in other 
water bodies. 
Mr. Hershell Wolfe, the deputy assistant secretary of the 
Army for Environment, Safety and Occupational Health 
commented that “The Army considers this research effort 
extremely important as it is helping close data gaps in 
DoD’s understanding of the effects of chemical muni-tions 
on the ocean environment and helping validate and 
improve upon procedures developed for investigating sea 
disposal sites, particularly those in deep water.” 
Comments, views and conclusions in this article are 
those of the authors and do not necessarily represent those 
of their employers, the U.S. Army or the Department of 
Defense. 
A manned submersible 
preparing to collect 
samples next to a 
suspected 100-pound 
mustard-filled bomb at 
a depth of about 1,700 
feet south of Oahu, 
Hawaii. Photo credit: 
Colin Wollerman, 
Hawaii Undersea 
Research Laboratory 
Geoff Carton is a senior analyst with Calibre Systems and 
provided technical oversight throughout all HUMMA phases. 
Sens questions to him at Geoff.Carton@calibresys.com 
Margo Edwards is a senior research scientist at the University 
of Hawaii and principal investigator for the HUMMA program. 
Sonia Shjegstad is the environmental division manager 
at Environet Inc., and has been involved in designing and 
implementing the multiple phases of the HUMMA program. 
J. C. King is the director for munitions and chemical matters 
for the Office of the Deputy Assistant Secretary of the Army 
for Environment Safety and Occupational Health.
A&WMA Membership Benefits 
Here’s just a sampling of the benefits you receive as an Air & Waste Management Association 
Quality Information: from the Journal of the Air & Waste Management Association to EM 
magazine to technical books and publications, you get the technical, practical, and professional 
information you need. 
Professional Development and Education: improve your professional skills and expertise at 
more than 30 continuing education programs, specialty conferences, and a wide variety of 
workshops held each year, in addition to the Annual Conference & Exhibition. 
Networking and Contacts: take advantage of numerous opportunities to meet with your 
peers and expand your circle of valuable business contacts. 
Job Search and Employment: find a position in the environmental field or fill a vacancy in 
your organization through our online job board. 
Membership and Resource Directories: your quick reference for finding colleagues and a 
range of products and services. 
Discounts: members receive substantial discounts on publications, conferences, educational 
seminars, insurance coverage, logo merchandise, and more. 
Recognition: get recognized for your accomplishments through the A&WMA awards 
programs, publishing an article in EM or the Journal, or serving on an A&WMA committee. 
For more information on these great member benefits, 
contact A&WMA Member Services at 1-800-270-3444 
or visit us online at www.awma.org. 
Member:
Cleaning sites for reuse can be a rewarding experience and 
will help to save public health and improve safety as well as 
improving aesthetics. 
>> BY SAVANNAH COOPER, WRITER AT WORLDWIDE RECYCLING EQUIPMENT SALES L LC 
A 
round the United States, many lands lie aban-doned 
20 Pollution Engineering NOVEMBER 2014 
and wasted because potentially hazard-ous 
contaminants may be present in the soil or 
groundwater. But hope of reinvestment is not 
lost for lands such as these, known as brown-fields. 
In Pittsburgh, for example, many former steel mill 
sites have been converted into high-end residential, shop-ping 
and business areas. One area in Pittsburgh, known 
as Nine-Mile Run, was formerly a dumping area for 
industrial slag, a waste product of steel processing. The 
Pittsburgh Urban Redevelopment Authority (URA), 
with help from the EPA, assessed and redeveloped Nine- 
Mile Run and another smaller tract of land into valuable 
residential property. 
Papa John’s Stadium in Louisville, Ky., was constructed 
on a 92-acre former industrial site that was contaminated 
with chemicals and petroleum during almost a century of 
use as a railroad repair yard. One hundred cubic yards 
of soil were contaminated with polychlorinated biphenyls 
(PCBs), and 47 constituents were addressed, including 
lead, arsenic and chromium. The initial estimated cost of 
the remediation was $40 million, but the final cost was just 
under $7 million, after a risk assessment and the imple-mentation 
of a cleanup and containment plan. 
Similarly, the Jenkins Valve Site in Bridgeport, Conn., 
was once an abandoned 18-acre area with industrial 
contamination. In 1994, the city used a brownfield pilot 
assessment grant from the EPA to evaluate the extent of 
the contamination at the site. Today, the former brown-field 
is now Harbor Yard, a sports complex with a 5,500- 
seat baseball park, an indoor ice skating rink, an arena 
and a museum. 
REMEDIATION 
The Remediation of 
Brownfi eld Sites 
Above: Remediation 
gear can sometimes 
be delivered in 
modules that are 
quick to stage at the 
brownfield site.
FPZ Chemical Duty Blowers 
Available with EXPLOSION PROOF motors. 
NOVEMBER 2014 www.pollutionengineering.com 21 
All over the country, there are brownfield 
sites waiting to be cleaned up and reused. 
The EPA estimates that there are more than 
450,000 brownfields in the U.S. alone. Most 
commonly found in urban areas, brownfield 
sites are contaminated properties that have 
previously been used for industrial or com-mercial 
purposes. Brownfields can be aban-doned 
factories, mills, foundries and even 
gas stations. Brownfield land is often con-taminated 
by low concentrations of hazard-ous 
wastes, such as hydrocarbons, pesticides 
or heavy metals, such as lead. 
In the U.S., the investigation and cleanup 
of brownfield sites is regulated by state envi-ronmental 
agencies in cooperation with the 
federal EPA. The EPA often provides techni-cal 
help and some funding for the assessment 
and cleanup of brownfield sites. Through 
the Business Liability Relief and Brownfields 
Revitalization Act, funds from the federal 
government help with the cost of cleaning up 
these sites. 
Numerous organizations may play a part in 
the cleanup and redevelopment of a brown-field 
site. State environmental agencies, com-munity 
groups, technical consultants, legal 
counsel, investors, real estate professionals 
and federal government agencies, such as the 
EPA, are just a few of the groups that may be 
Above is a look at the inside of a typical indirect fire thermal desorption unit with vapor recover unit from Vulcan. 
· Reliability/Quality 
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· Factory direct pricing 
· 3 year warranty 
TM 
Saukville, WI 
262-268-0180 
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REMEDIATION 
involved in the remediation of brownfields. 
The actual cost of the cleanup is dependent on a variety 
of factors, including the level, type, amount and extent of 
contamination in the soil or groundwater. For example, 
if the groundwater beneath the site is also contaminated, 
the cost of cleanup will likely be higher. Similarly, the 
time it takes to clean the site varies. Brownfield sites with 
extensive contamination that will be reused for residential 
purposes will take longer to clean than sites with minimal 
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FROG-4000™ Portable GC 505-999-5880 
22 Pollution Engineering NOVEMBER 2014 
contamination that will be reused for industrial purposes. 
There are many advantages for property owners who 
clean up and reuse their brownfield properties. Often, 
it is borderline impossible to sell a brownfield site as is 
or even to receive a bank loan with a brownfield site as 
security. Cleaning up brownfields helps property owners 
avoid potential environmental enforcement actions by 
regulatory agencies – actions that could result in high 
penalties and expensive cleanups. Also, there are often 
tax benefits for cleaning up and reusing contaminated 
properties, as well as increased returns from the revi-talized 
property, which is more valuable and market-able. 
Remediating brownfield sites reduces the potential 
contamination of adjacent properties or groundwater, 
decreasing the likelihood of additional cleanup costs in 
the future. The cleanup and redevelopment of brownfield 
sites can encourage higher property values and stimulate 
job growth, as well as have a positive impact on the local 
economy by creating safer, healthier urban spaces. 
Savannah Cooper is the writer at Worldwide Recycling 
Equipment Sales LLC. For more information on remediation 
solutions from Vulcan Systems, visit them at www.getavulcan. 
com, or contact Worldwide Recycling Equipment Sales LLC at 
(660) 263-7575 or wwrequip@wwrequip.com. 
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WATER 
Testing New 
UV System Designs 
for NWRI Approval 
As precious water resources dwindle, it is vital to fi nd 
ways to reuse water but in a safe and healthy manner. 
NOVEMBER 2014 www.pollutionengineering.com 23 
 B Y J I L L B I B B Y, N E P T U N E B E N S O N 
rticles that highlight the water crisis facing 
a number of areas in the U.S. are published 
with increasing frequency. One recent article,[1] 
accepted for the journal Geophysical Research Let-ters 
by the University of California and NASA 
scientists used data from the NASA Gravity Recovery and 
Climate (GRACE) satellite mission to track changes in the 
mass of the Colorado River Basin, which is directly related 
to changes in water amount on and below the surface. The 
results, which have been determined by analyzing data from 
December 2004 to November 2013, show that the basin has 
lost nearly 53 million acre-feet of freshwater. This amount 
is double the size of Nevada’s Lake Mead, the largest reser-voir 
in the U.S. More troubling is that 77 percent of this, or 
41 million acre-feet, is from groundwater. 
According to Stephanie Castle, a water resources spe-cialist 
at UC Irvine and the study’s lead author, “We don’t 
exactly know how much groundwater we have left, so we 
don’t know when we’re going to run out.” 
The amount of water above ground in the basin’s 
rivers and lakes is documented by the U.S. Bureau of 
Reclamation, so the losses above ground are well docu-mented. 
However, pumping from underground aquifers 
is regulated by individual states and not always as well 
documented. 
This has major mid-term implications; the Colorado 
River is the only major river in the southwest part of the 
U.S. Its basin supplies water to approximately 40 million 
people in the seven basin states and irrigates 4 million 
acres of farmland. Given the well-documented drought 
that the western part of the U.S. has been experiencing 
and a vastly diminished snow pack, the rapid depletion 
rate of groundwater will further compound the water cri-sis, 
as groundwater has for some time now been used to 
bridge the gap between supply and demand. 
A perfect storm of changing rainfall patterns, a warm-ing 
climate, growing demand, and decreasing availability 
means that many areas in the U.S., as well as globally, 
will experience a shortage of drinking water in the next 
30 years. A report from the Columbia Water Centre[2] 
illustrates this point; a 99 percent population increase 
since 1950 has led to a 127 percent increase in water use, 
which has further decreased water availability making it 
increasingly difficult to replenish aquifers after a drought. 
The Columbia study identifies several locations within the 
U.S. that will experience water stress, and it develops risk 
metrics used to predict future water stress including one 
called normalized deficit cumulated (NDC) that uses data 
gathered over several years to point to future shortages. 
Some of the regions they identify below are surprising: 
A 
Above: Temporary 
structure over test 
unit, with flow visible 
in clear spool piece 
• Picture credit 
Neptune Benson
• Washington, D.C., metro area 
• New York metro area 
• California from San Diego to Santa Barbara and 
inland 
• Agricultural belt: Dakotas 
• Agricultural belt: Nebraska 
• Illinois 
• Lower Mississippi belt: Arkansas area 
• Agricultural belt: North Texas 
• Agricultural regions in Ohio 
• Agricultural regions in Minnesota 
A third report from the Cooperative Institute for 
Research in Environmental Sciences, University of Colo-rado, 
Boulder[3] analyzes water supply trends over the last 
10 years. This report shows that 193 out of the nation’s 
2,103 watersheds – almost 10 percent – are stressed, mean-ing 
their current supply of water is less than demand. 
Aquifers underlying central California and the Ogal-lala 
Aquifer (or High Plans Aquifer) that stretches from 
Nebraska to Texas are being drawn down more quickly 
than they are being recharged. Vast stretches of Texas 
24 Pollution Engineering NOVEMBER 2014 
farmland lying over the High Plains Aquifer no longer 
support irrigation. In west-central Kansas, up to 20 per-cent 
of the irrigated farmland along a 100-mile swath of 
the aquifer has already been depleted. This region receives 
only 12 to 24 inches of rain each year. In many other 
places, there no longer is enough water to supply farmers’ 
peak needs during the Kansas summer heat. 
The rate of Aquifer decline is accelerating: in 2011 and 
2012, the Kansas Geological Survey reports, the average 
water level in the state’s portion of the aquifer dropped 4.25 
feet – nearly a third of the total decline since 1996. More than 
90 percent of Kansas is in drought; this is the worst drought 
since the Great Depression, and consequently, nearly every 
monitoring well in the state is “much below normal” or “low.” 
The High Plains Aquifer has traditionally been used as a fall-back 
water source, but this resource is dwindling. The north-ern 
end of the High Plains Aquifer in Nebraska is, however, 
showing a gain in reserves, and for this reason the Keystone 
XL pipeline was re-routed as the original plan showed the 
pipeline routed over sand hills which feed the Aquifer. 
The scarcity of water supplies is producing a variety of 
actions across the U.S.; in most regions water conserva-tion 
is now being taken more seriously, leakage rates in 
pipes are being addressed and improved, and water ration-ing 
is being considered, with California water regulators 
voting July 8, 2014, to approve fines of up to $500 per day 
for residents who waste water. 
Attention is also being turned to uses of water that do 
not require potable water, such as municipal and crop 
irrigation, dust suppression and urinal flushing. Water 
supply for each of these applications is now being switched 
to previously used water, or indirect potable reuse water 
(IPR). In some of the most water-stressed regions, com-munities 
are now directly consuming reuse water. Such 
direct potable reuse will grow as the public becomes more 
comfortable with the safety of the process. 
The disinfection of reuse water is clearly a critical step in 
protecting public health, and ultraviolet light has for some 
time been an integral step in the treatment of reuse water. 
UV light has the ability to damage the deoxyribonucleic 
acid (DNA) found within all microbes. When exposed to 
a sufficient dose of UV light, DNA becomes permanently 
damaged, or dimerized. The dimers form where the cross 
bonds within the DNA structure is broken by the UV light, 
rendering the microbe non-viable. Normal cell functions 
such as respiration, replication and the assimilation of food 
cease, and the organism quickly dies. No organisms have 
demonstrated any tolerance to UV light; however several 
species have become tolerant to chemical disinfection meth-ods 
such as chlorination or biocide dosing. Some organisms 
do show repair mechanisms, most of which occur when the 
organism has received a low dose of UV light and is subse-quently 
exposed to sunlight. UV-A exposed to sunlight trig-gers 
a repair enzyme reaction called photolysis, which can 
WATER 
Neptune Benson UV 
system undergoing 
performance testing. 
Access hatch visible in 
foreground.
Most UV systems are validated using 
bioassay techniques by a third party to 
demonstrate adequacy of performance. 
NOVEMBER 2014 www.pollutionengineering.com 25 
assist in a repair mechanism. For this reason, most advanced 
UV systems used for IPR and now DPR are contained with 
a closed pipe rather than the older open channel type. Open 
channel UV systems must be covered to prevent sunlight 
from reversing the germicidal action. 
Most UV systems are validated using bioassay tech-niques 
by a third party to demonstrate adequacy of per-formance. 
The National Water Research Institute (NWRI) 
Guidelines are the standard protocol used when selecting 
and sizing UV systems for water reuse or reclamation. 
Originally launched in 2000, the guidelines were updated 
in 2012 and are now the standards most commonly used by 
regulators, design engineers and water/wastewater agencies. 
All of the leading UV companies such as Trojan Tech-nologies, 
Calgon and ETS-UV by Neptune Benson have 
systems that have been validated in accordance with the 
NWRI guidelines, and as computer based emulation 
techniques such as computational fluid dynamics (CFD) 
have evolved, reactor geometry and design features have 
also improved. CFD models allow manufacturers to build 
virtual UV reactors and to simulate fluid flow through the 
reactor. When the actual reactor performance is under-stood 
as determined by bioassay, then the manufacturer 
has the ability to refine the models and hence to produce 
and validate highly optimized UV designs. 
Validation of UV Systems 
Validation of UV systems is generally undertaken by a 
third party. Neptune Benson hired Carollo Engineers 
to oversee the validation of a family of closed vessel, 
advanced UV systems, specifically for the high level disin-fection 
of reuse water. 
Between December 2011 and September 2012, Carollo 
Engineers undertook a series of performance validation 
tests on the ETS-UV equipment from Neptune Benson 
at the Dublin San Ramone Services District Wastewater 
Treatment Facility (DSRSD-WWTF) in Pleasanton, Calif. 
A total of nine such systems were validated. In each 
case, a bioassay test was conducted by adding a non-pathogenic 
surrogate organism, MS-2 coliphage (MS-2) to 
the process water upstream of the UV system, which was 
filtered secondary effluent from the WWTP. Influent and 
effluent samples were taken to quantify the performance of 
the UV system via inactivation of MS-2 phage for a range 
of flow rates, power settings and UV transmittance levels. 
UV transmittance was altered using Super-Hume, which is 
a humic acid with strong UV absorbing properties. 
Power was provided by diesel generators, and pumps lift-ed 
the filtered wastewater from the treatment plant and then 
returned it after the UV treatment for each case. For each 
reactor, the flow, transmittance, power level, pressure loss 
across the UV chamber, and UV intensity were measured. 
In total, 2,400 microbiological samples were analyzed, 700 
collimated beam samples were run and approximately 65 
liters of MS 2 phage (5x1011 PFU/ml) was used. 
All of the ancillary equipment needed was rented for 
the duration of the testing, and a temporary shelter was 
erected to shield the ETS engineers and Carollo scientists 
from the elements. 
The results were analyzed in accordance with the 2003 
and the 2012 UV guidelines, and algorithms were derived 
CFD model of ETS -UV 
system to emulate 
performance • Picture 
credit Neptune Benson
WATER 
that calculate how much UV reduction equivalent dose 
(RED) was delivered by each of the UV systems for the 
performance envelope defined. 
The report that Carollo completed was presented to 
the state Water Resources Control Board, and Neptune 
Benson has now received conditional acceptance of each 
reactor reviewed. 
The NWRI guidelines are designed to ensure that the 
water produced poses no health risk, so a 5-log reduction 
of Polio virus and a 7-day median total coliform of 2.2 
PRODUCT SPOTLIGHT 
26 Pollution Engineering NOVEMBER 2014 
most probable number (MPN) /100 mL must be achieved. 
The standards require a UV dose of 100 mJcm2 when 
the effluent is filtered before the UV system by a cloth or 
other conventional filter. The UV dose is permitted to be 
reduced to 80 mJcm-2 when the UV is used in combina-tion 
with micro filtration (MF) or ultrafiltration (UF) and 
is permitted to be reduced to 50 mJcm-2 when the effluent 
is treated by reverse osmosis (RO). 
The testing program is rigorous and requires each 
system to be tested and performance to be verified. In 
each case, the CFD model prediction of the manufacturer 
is compared with the actual microbiological performance 
achieved, and the correlation between the Neptune Ben-son 
model and the actual performance achieved was in 
excess of 98 percent. 
REFERENCES 
1. Stephanie L. Castle, et al. “Groundwater Depletion During Drought Threatens 
Future Water Security of the Colorado River Basin.” Geophysical Research 
Letters 2014: DOI: 10.1002/2014GL061055 
2. “America’s Water Risk: Water Stress and Climate Variability” Columbia Water 
Center White Paper 
3. Co-operative Institute for Research in Environmental Sciences, Bolder: Sectoral 
Contributions to Surface Water Stress in the Coterminous United States (Averyt 
et al.) (www.iopscience.iop.org) 
ETS-UV systems 
installed at reclaim 
facility. • Picture credit 
Neptune Benson 
Jill Bibby is directory of marketing for Neptune Benson in 
Coventry, R.I. Send any questions to her at jbibby@neptune-benson. 
com. 
Minimize Wastewater Volume – 
Introducing Caloris Cubix™ 
Compact Evaporators 
Ultra-compact Caloris Cubix™ Evaporators are ideally suited for 
concentrating waste streams to provide clean water for reuse and 
to dramatically reduce disposal costs. The Caloris proprietary design 
uses mechanical vapor recompression, making the units extremely 
energy-efficient. This reliable system requires limited space – even 
the largest models fit under a ten-foot ceiling. Please contact Caloris 
to learn how the Cubix™ Compact Evaporator can help you meet 
your water management goals. 
Caloris Engineering LLC 
Easton, Md. • 410-822-6900 • www.caloris.com
Simply treating water for reuse may not be enough. 
People have to be taught that the new product is safe for 
the application. 
NOVEMBER 2014 www.pollutionengineering.com 27 
here are two potable water reuse options cur-rently 
in use for transforming wastewater 
into potable water. One is direct potable reuse 
(DPR), which involves purifying wastewater 
into purified water and then introducing the 
purified water directly into a water supply 
system. The other is indirect potable reuse (IPR), which 
involves releasing treated wastewater into groundwater or 
surface water sources, which is subsequently reclaimed 
and then treated to become purified water that meets 
drinking water standards. 
While a number of water and wastewater utilities are 
considering DPR, IPR is already a proven technology and 
has been providing benefits around the country, especially 
in the Southwest. 
Public Utilities Department – San Diego 
Hydraulic fracturing, or fracking, involves the use of large 
quantities of water, three to eight million gallons per well, 
mixed with additives, to break down the rocks and free up 
the gas. About 10 to as much as 40 percent of this fluid 
returns to the surface as “flowback water” as the gas flows 
into a wellhead. In fracking, millions of tons of water are 
injected at high pressure down wells to crack open deeply 
buried shale deposits to extract natural gas trapped within 
the formation. Some of the water flows back up through 
the well, along with natural brines and the natural gas. 
One utility planning an IPR process is the Public Utili-ties 
Department of San Diego, which is the eighth largest 
city in the U.S., with a population of about 1.3 million. 
The city receives an average annual rainfall of less than 11 
 BY WIL LIAM ATKINSON 
WATER 
The Challenges with 
Potable Water Reuse 
T
WATER 
inches and has limited local water supplies. It depends on 
importing 85 percent of its water from the Colorado River 
and Northern California. However, prolonged droughts 
and court-ordered pumping restrictions have reduced 
the reliability of these deliveries. “We are currently in a 
drought state of emergency, with the last two winters being 
extremely dry,” said Beth Murray, program manager, 
management support. “These conditions, plus continued 
population growth, have intensified the need for new 
sources of water.” 
As a result, the city began looking for ways to diversify 
its water portfolio to reduce its dependence on imported 
water. It has determined that potable reuse is feasible, 
from cost, regulatory and technical standpoints. As a 
result, San Diego is proceeding with a full-scale potable 
reuse implementation. The first facilities will be capable of 
delivering 15 MGD of potable reuse and are scheduled to 
be completed by 2023. Additional facilities to be built by 
2035 could increase total delivery to more than 80 MGD, 
which is approximately 30 percent of the city’s projected 
water need. 
For treatment, a combination of membrane filtration, 
reverse osmosis and ultraviolet/advanced oxidation will be 
28 Pollution Engineering NOVEMBER 2014 
used. The resulting water will then be piped to a reservoir 
where it will be blended with imported water and runoff, 
then piped to a drinking water plant for additional treat-ment 
and distribution. “The Orange County’s Groundwa-ter 
Replenishment System has used membrane filtration, 
reverse osmosis and ultraviolet/advanced oxidation to 
produce purified water since 2008 for its county,” said 
Murray. (Orange County’s system is discussed below.) 
Throughout the purification process, the water undergoes 
frequent testing and continuous monitoring. 
San Diego worked with the California Department of 
Public Health (now the Division of Drinking Water within 
the state Water Resources Control Board) and the Region-al 
Water Quality Control Board (RWQCB). The city 
engaged the Division of Drinking Water staff throughout 
the demonstration project’s reservoir study, from scripting 
out reservoir modeling scenarios to determining appropri-ate 
metrics for the reservoir’s performance as a barrier 
and ultimately to obtaining their concept approval of the 
proposed project. In September 2012, the division issued 
a letter to the city expressing its conceptual approval of the 
proposed San Vincente Reservoir Augmentation Project. 
The city similarly engaged the RWQCB throughout the 
reservoir study because it would have jurisdiction over a res-ervoir 
augmentation project. While the Division of Drink-ing 
Water’s main interests were in retention and dilution 
of the water in the reservoir, the RWQCB’s interest was 
the impact to reservoir water quality. “Reservoir modeling 
showed no adverse impacts of purified water on reservoir 
quality,” said Murray. The RWQCB issued its concept 
approval of the city’s proposed project in February 2013. 
The project will provide multiple benefits. It will pro-vide 
a more reliable water source, allow the city to become 
more water-independent, increase diversification, greatly 
reduce (and potentially eliminate) the need for expensive 
secondary upgrades at the Point Loma Water Treatment 
Plant, reduce ocean discharges in Point Loma and provide 
a system that is more resilient to drought, climate change 
and natural disaster. “That is, the project has the benefit of 
offloading some of the city’s wastewater from the system 
and eliminating the need for a costly update and capital 
improvements to that system,” said Murray. “There are 
also environmental benefits in reducing ocean discharges.” 
Orange County Water District 
While San Diego is working toward IPR, the Orange 
County Water District (Fountain Valley, Calif.) already 
has the technology in place. “Our interest in this devel-oped 
in the mid-1970s, when the Water District developed 
a project called Water Factory 21,” said Mike Markus, 
general manager. “This was the first project in the nation 
to use reverse osmosis to treat wastewater.” The water 
was injected into the ground along a seawater barrier that 
has been built along the coast, which prevents seawater 
Convincing the Public 
While the technology to treat water for reuse can be challenging, convincing the 
public to drink the water can be even more challenging. 
The Public Utilities Department of San Diego retained a nationally recognized 
consulting firm to assist with the outreach and public education on the project. The 
outreach effort began in the summer of 2011 and includes specialized services of 
three multi-cultural consultants, development of a comprehensive communications 
plan and strategy, coordination of speakers for bureau presentations, facility tours, 
community events, production of collateral materials, stakeholder involvement and 
media outreaches. “To date, we have reached more than 20,000 members of the 
public through these efforts and have seen acceptance of purified water rise from 
26 percent in 2004 to 73 percent in 2012,” said Beth Murray, program manager, 
management support. 
“When it came to getting the word out to the public, our board was visionary,” 
said Mike Markus, general manager of the Orange County Water District (OCWD). 
“The board realized from the beginning that we would have to do some type of 
public outreach campaign.” In the mid-1990s, the OCWD conducted focus groups 
and polling and found out what concerns that the public had. It then went out and 
talked with its main customers, which were the 19 retail agencies that would be 
pumping the water out of the ground, and got letters of support from them. “We 
also went to our local political leaders at the state and federal levels and got their 
support,” said Markus. “We also reached out to and got the support, of the health 
and medical communities.” The OCWD then went out to service organizations 
such as the Kiwanis, Rotary, Chambers of Commerce, etc. It also reached out to 
the environmental community and was able to get their support, including the 
Surfriders Foundation, the Coastkeepers and the Sierra Club. “We ended up giving 
over 1,200 presentations in a 10-year period,” he said. “We had, and continue to 
have, no active opposition to the project.”
This project became operational in 
2008 and is currently the largest 
IPR project in the world. 
NOVEMBER 2014 www.pollutionengineering.com 29 
from coming in and contaminating the groundwater base. 
“Since that time, we have become very large groundwater 
managers,” he said. “The system currently provides about 
72 percent of the water supply to 2.4 million people.” 
In the mid-1990s, the OCWD wanted to expand its 
seawater barrier as a way to increase the Water Factory 21 
from 15 MGD to 35 MGD. At the same time, the Orange 
County Sanitation District, which is located next to the 
OCWD, was considering the need to build a second ocean 
outfall. “As a result, we began to work together,” said 
Markus. “The idea was that if we would increase the size 
of our project to 70 MGD, the Sanitation District would 
not need to build the second ocean outfall, and they were 
willing to contribute half of the cost of our project.” In this 
project, the OCWD is using secondary effluent from the 
Sanitation District. “This project became operational in 
2008 and is currently the largest IPR project in the world,” 
said Markus. 
Two years later, the OCWD board decided to expand 
the project from 70 MGD to 100 MGD. “We expect this 
new expansion to be completed by early 2015,” he said. 
In terms of the technology, since the OCWD is tak-ing 
secondary effluent from the Sanitation District, it is 
receiving wastewater that has already been treated and is 
safe enough to discharge into the ocean. “We then run 
this secondary effluent through a three-step process,” said 
Markus. The first is micro-filtration, which removes bac-teria, 
protozoa and suspended solids. “This is an effec-tive 
pretreatment to the second process, which is reverse 
osmosis, which removes dissolved minerals, viruses, 
pharmaceuticals and endocrine-disrupting chemicals,” he 
said. However, there are still some very small, low-weight 
molecular organics that can get through the reverse 
osmosis, and the third step, which is intense UV light 
with hydrogen peroxide, destroys these. “By the time the 
water has gone through this three-step process, it is as 
pure as distilled water,” he said. 
INTERVIEWEES: 
Mike Markus is the general manager for Orange 
County Water District in Fountain Valley, Calif.Send 
questions to Gina Ayala at gayala@ocwd.com. 
Beth Murray is the program manager, management 
support for the Public Utilities Department in San Diego. 
Send questions to her at BMurray@sandiego.gov.
articulate is a word used in the environmental 
industry that simply means dust. The composi-tion 
30 Pollution Engineering NOVEMBER 2014 
and size of the particles can make a large 
difference in the potential impacts that must be 
considered and why it is so important to con-trol 
this special subspecies of dust.The JOS of 
the LACSD is a large regional sewerage system consisting 
of 17 sanitation districts, serving 73 cities and unincorpo-rated 
areas within Los Angeles County. The economies of 
scale and efficient operation of the large system have kept 
sewer rates in the districts among the lowest of all Califor-nia 
and U.S. sewerage agencies. 
What’s the Big Deal? 
Size is perhaps the most important of all the problems cre-ated 
by particles suspended in the air. A bar of aluminum 
is not dangerous, but if that same bar was milled into tiny 
dust-sized particles suspended in air and contained in an 
area, a tiny spark could easily ignite those particles. 
The Occupational Safety and Health Administration dis-cusses 
the dangers of what they refer to as explosible dust, 
which would be conditions that could allow rapid oxidation 
resulting in powerful explosions of materials that are not 
normally flammable. They provide examples such as an 
incident in West Virginia in 2010 when dust from titanium 
caused an explosion that killed three workers. In 2008, accu-mulated 
dust at a Georgia facility resulted in an explosion 
that killed 14 people. The U.S. Chemical Safety and Haz-ardous 
Investigation Board listed 281 combustible dust inci-dents 
between 1980 and 2005 that killed 119 people, injured 
another 718, and resulted in extensive property damage. 
But depending on the size of a dust particle, it can be 
aspirated and then lead to a much slower but just as dead-ly 
situation. The EPA has established airborne concentra-tions 
for any dust less than 10 microns because particles 
of this size can be drawn into the lungs where they can 
become attached and lead to infections. There is a separate 
standard for dust particles less than 2.5 microns because 
they can travel even deeper into the structure of the lungs. 
While dust masks can help reduce the particles, the 
commonly seen types that come 50 to a box at the local 
hardware store will not even slow down a 10 micron 
particle. Facial hair, even a light shadow, will destroy the 
capability of the mask to hold back much of the particles. 
Many people do not really relate to the the size of a 
particle or what a 10 micron particle would look like. In 
the first place, 10 microns is right at the limit of visibility 
for someone with good eyesight. Figure 1 is a table that 
Tiny particles can 
cause major damage 
to people when they 
are aspirated into 
a lung. Though 
diffi cult, these air 
pollution elements 
can be controlled. 
 BY ROY BIGHAM 
AIR 
Particulate 
Control 
P 
Above: Figure 2: 
Cutaway schematic 
of a typical Cloud 
Chamber System 
shows its operational 
sequence. Based on 
new discoveries and 
patented innovations 
in electrofluidics, the 
CCS utilizes a unique 
method of charging 
water droplets and 
capturing particles.
NOVEMBER 2014 www.pollutionengineering.com 31 
provides an idea of the normal size range of some every-day 
substances. Keep In mind that particles larger than 10 
microns can still be lodged in the bronchial tube and nose. 
So it is still important to use proper mask equipment to 
keep these critical pathways clean. 
Controlling Particles 
Controlling or removing such tiny particles can be a chal-lenge. 
An exhaust fan can move particles from a workplace 
but can also leave dead spaces. Additionally, if the problem 
is small particulate, then they cannot be exhausted either. 
A good plan is to hire a quality air flow engineer who can 
assist in system designs. A HEPA filter must be capable of 
removing 99.97 percent of particles 0.3 microns or larger, 
according to the Department of Energy standard 3020- 
2005. Maintenance is critical with such filters. 
Some operations will require control of large volumes 
of particulate materials. For example, transferring coal or 
coal dust can yield very large volumes of small particles. 
The tiny particles are easily airborne and suspended 
because they are so light. Waste to energy plants can also 
produce high volumes of tiny particles if left uncontrolled. 
Calling in expert engineers can be helpful because 
what works in one place may not do so well in another. 
For example, in one plant that made cement in Michigan, 
it was determined that an electrostatic precipitator would 
easily remove the particles. The impact was quite dramatic. 
Before the plant installed the precipitator, the process emit-ted 
a whitish smoke from its stacks. When the installed pre-cipitator 
was activated, the smoke simply disappeared. The 
electrostatic precipitator worked by directing the air flow 
between charged plates. The particles were attracted to the 
charged plate by electromagnetic forces. Flow was periodi-cally 
changed to a different stack, and the electromagnetic 
plates were turned off. The collected dust fell to a hopper 
at the bottom of the stack and collected in super sacks that 
were easily moved and transported for disposal. The sacks 
contained the materials quite well. 
Company managers decided to install another system 
at a plant in a Southern state that made the same product. 
However, when the new system was activated, the smoke 
from the stack remained white. They ended up calling in the 
same engineer to come down and help solve the problem. It 
turned out that the source of the raw material was different 
enough, and that little difference in chemistry did not allow 
the particles to take on the same charge. It was a costly repair. 
Another practice to remove particulates from an exhaust 
air stream is a counter-flow sprayer system in which tiny 
particles will be removed from the exhaust gases by the 
well-dispersed water droplets. The water is collected at the 
bottom of the stack and treated as needed to remove the 
solids. The water can then be filtered and reused in the 
stack treatment. It is critical to work with a good supplier 
to choose the correct spray nozzle for the application. Bete 
Fog is a good source for such information. 
Another innovation used in this industry is a combina-tion 
of technologies called wet electrostatic precipitation 
(WESP). There are a few variations on this technology, and 
competition is high. Michael Beltran, president of Beltran 
Technologies Inc., wrote about WESP technology in Pollu-tion 
Engineering’s October 2012 issue (http://bit.ly/1x7F1NQ 
page 21). Their multistage system is capable of removing fine 
particulate and gas contamination from exhaust air streams. 
Taking the technology to the next level, Tri-Mer Corp. 
developed a Cloud Chamber System technology (see Fig-ure 
2) that can capture particulates of all sizes, including 
the fine particles that are less than 2.5 microns, and gases 
simultaneously. In a Pollution Engineering article in June 
2007 (http://bit.ly/1tXd8FR), Development Director Kevin 
Moss described in some detail how the system functioned. 
Basically, the system mimics nature by charging really tiny 
water particles so that they are attracted to the particles as 
well as to the gases. The combined materials collect and 
are easily treated as needed. 
One other source might be Eisenmann. They have a 
product called the WESP-2F that can remove fine particles 
as well as gases from an exhaust stream. 
These are certainly not the only methods of controlling 
particulate materials. It is important to properly character-ize 
the tiny bits and find a competent engineering advisor 
to help with the design. 
Figure 1: The chart 
provides a comparison 
of common particles 
in the atmosphere to 
provide an idea of the 
dimension of 10 and 2.5 
microns.
Protecting bay waters with a low-maintenance, long-lasting 
32 Pollution Engineering NOVEMBER 2014 
system was a high priority. 
niversal Environmental Solutions (UES) of 
Tampa, Fla., recently began operating its new 
industrial wastewater pre-treatment system. 
UES is an affiliate of Hendry Marine Indus-tries, 
an 88-year-old business that began as a 
dredger and is now a ship repair company. 
The plant was officially unveiled to the public on April 
17 by Ed Kinley, president of the company, in a ceremony 
at the Hendry dry docks and berths in Port Tampa Bay. 
The new plant was designed to treat oily bilge water 
from ships using the Port of Tampa Bay in a manner that 
is highly protective of the environment. Bilge water is 
water that does not run off the ship’s deck and collects in 
the lowest part of the ship; it can include sea water taken 
in from rough seas, and it typically contains residual petro-leum 
hydrocarbons generated from leaks, routine repairs, 
cleaning and other maintenance activities conducted on 
board. Pollution prevention regulations prohibit the con-taminated 
oily bilge water from being pumped overboard. 
This facility was partially financed by an economic devel-opment 
opportunity from the state of Florida. The facility’s 
operation will benefit Florida not only because it minimizes 
potential marine pollution, but also the residuals from the 
plant are recycled by way of energy input production. 
The plant’s primary treatment method is based on the 
use of dissolved air flotation (DAF) technology, a proven 
technology that can be used to reduce biochemical oxy-gen 
demand (BOD), chemical oxygen demand (COD), 
nitrogen, phosphorus and certain metals in a wide variety 
of wastewater streams. The DAF was designed to treat 
influent concentrations of 2,000 milligrams per liter (mg/l) 
oil and grease (OG) and 500 mg/l total suspended solids 
(TSS) to less than 100 mg/l OG and 870 mg/l TSS, so 
that the effluent meets Tampa’s pre-treatment standard for 
disposal in the city’s sewer system. 
The major parts of the treatment plant complex include: 
• A 10,000 square foot operations building that houses, in 
containment, the treatment system and plant controls. 
• A transfer pipeline that allows oily bilge water to be 
off-loaded from ships docked at the Hendry berth. The 
pipeline is made of a fused high density polyethylene 
(HDPE) pipe and has double-walled construction to 
 BY BRUCE CLARK, P.E. , SCS ENGINEERS 
U 
WATER 
NEW BILGE 
Water Treatment System Design 
Exhibit 1: Dissolved 
Air Flotation (DAF) unit 
is shown above.
The new plant was designed to treat 
oily bilge water from ships using 
the Port of Tampa Bay in a manner 
that is highly protective of the 
environment. 
NOVEMBER 2014 www.pollutionengineering.com 33 
capture leakage, allow-ing 
it to be re-processed. 
The interstitial space 
between the two pipe 
walls is continuously 
and automatically mon-itored 
for leakage from 
the operations building 
within the plant. 
• An aboveground 
bulk storage tank farm 
and transfer pump sys-tem. 
The tank farm 
receives the flow from 
the pipeline or tanker 
trucks and provides 
approximately 270,000 
gallons of storage. The 
main tankage was creat-ed 
by refurbishing four 
steel tanks purchased 
from the city of Key 
Largo that were former-ly 
used at its wastewater 
treatment plant. Trans-fer 
pumps feed the DAF 
reactor at a maximum 
flow rate of approximately 175 gpm (252,000 GPD). 
The tank farm is surrounded by a concrete spill con-tainment 
wall built to the 100-year flood elevation. 
• A high volume “Butterworth/Gas Freeing” tank 
cleaning system at the Hendry Corporation shipyard. 
Cargo tanks of petroleum service barges are cleaned 
in advance of repair and “hot work/welding” in the 
shipyard. These cleaning efforts can result in as much 
as 1,000,000 gallons of wastewater treated per vessel. 
• A 10,000 gallon capacity DAF reactor unit (Exhibit 
1) constructed of 304 stainless steel, mechanical 
peripherals and an automated control system manu-factured 
by Piedmont Technical Services, Charlotte, 
N.C. As the flow comes into the head of the DAF, 
more compressed air is introduced into the lower 
part of the unit. The compressed air bubbles rise 
through the flow and simultaneously sweep oily par-ticles 
up to the surface. The heavier solids continue 
to coagulate and sink to the bottom of the unit. The 
floating oily layer (called float) moves to the end 
of the unit where it is skimmed and processed to 
initially separate the oil from the water. 
• A chemical injection and mixing unit. As the flow 
comes into the treatment plant, flocculating chemicals 
and compressed air are introduced into the DAF piping 
system. The flow moves through a circuitous pipeline 
to allow time for the chemicals to start the flocculating 
process on the solids and oily droplets in the wastewa-ter. 
Bench tests conducted by the DAF vendor demon-strated 
the efficacy of the chemical application. 
• Two 1,000-gallon decant tanks that promote separa-tion 
of the float into two phases, an oily layer phase 
and a clarified water phase. The oil residue is then 
pumped out to the tank farm and stored in tote con-tainers 
where it is periodically transported to an off-site 
reclamation facility and refined for re-use. The 
clarified water is mixed in with the treated effluent 
from the DAF. 
• A sludge thickening area. Settled sludge drawn from 
the DAF unit is pumped to a sealed, water-tight roll-off 
box which is periodically transported for disposal of its 
contents at an off-site permitted solidification facility. 
Treated effluent discharged from the DAF unit is 
pumped into a new sanitary sewer gravity main which 
connects to Tampa’s main wastewater collection system. 
The flow rate is monitored by an ultrasonic meter and 
digital recorder. 
Redundant systems are used on the plant to reduce the 
potential for adverse environmental impact. These systems 
include 1.) placing the entire treatment system and related 
pumps and piping inside a covered spill containment area, 
including spill curbing for the sludge roll-off container, 2.) 
high-level alarms and pump shut-down in the farm tanks 
and DAF unit and 3.) use of double-walled piping with 
continuous interstitial leak monitoring for buried piping. 
The plant’s engineering design, permitting and con-struction 
plans were completed by SCS Engineers, Tampa. 
The plant required four environmental permits, three from 
the city and one from the county. The plant construction 
was handled by Seavy  Associates, Tampa, Fla., and was 
completed in six months and within budget. Mr. Kinley 
indicated that the Hendry facility provides a significant 
amount of space for future expansion of the treatment 
plant as other wastewater sources are anticipated. 
Ed Kinley is president of Universal Environmental Solutions 
LLC, Tampa, Fla. 
Bruce Clark, P.E., is a project director with SCS Engineers in 
Tampa, Fla. Send questions and comments to him at bclark@ 
scsengineers.com.
March 2-4, 2015 
Westminster, CO 
The Westin Westminster 
DELIVERING THE LATEST, 
CUTTING-EDGE DEVELOPMENTS 
WITHIN THE ENVIRONMENTAL 
SCIENCE AND 
REMEDIATION FIELDS 
Join us, collaborate, learn and be a 
part of our industry’s evolution! 
Register Today at: 
RemTECSummit.com 
EAR LY B I R D 
R EG I STRATION 
ENDS 
1/30/15! 
P r e s e n t e d b y : 
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Bombs away

  • 1. November 2014 > BROWNFIELD SITES > UV SYSTEMS > REUSING WATER > PARTICULATES > BILGE WATER PG 20 PG 23 PG 27 PG 30 Solutions for Air, Water, Waste and Remediation PG 32 Bombs Away PG 14 | www.pollutionengineering.com March 2-4, 2015 YES, the RemTEC Summit is still on! Register today to save!
  • 2. Filtration expertise trusted over In the 20 years since we invented the technology, BHA PulsePleat® industrial fi lter elements have helped improve the effi ciency of air fi ltration systems time and time again. By promoting better airfl ow through a single-piece element, our products capture fi ne dust without increasing your footprint. With over 4 million sold and years of fi ltration expertise behind each one, BHA PulsePleat industrial fi lter elements prove to be a solid investment for a better business. How much value can an investment in BHA PulsePleat industrial fi lter elements add to your current baghouse? Find out with our Baghouse Energy Savings Calculator at BHA.com. CLARCORindustrialair.com | +1-800-821-2222 ©2014 BHA Altair, LLC. All rights reserved. BHA is a registered trademark of BHA Altair, LLC.
  • 3. Brand new name. Decades of experience. FMC Environmental Solutions is now PeroxyChem. You might not have heard of PeroxyChem, but we’ve been in the business of soil and groundwater remediation for quite some time. As a division of FMC, we’ve worked to develop an ever-expanding portfolio of technologies that includes In Situ Chemical Oxidation, In Situ Chemical Reduction, bioremediation and stabilization. With these groundbreaking products and time-tested expertise from the industry’s top minds, we can help you develop and execute site-specific solutions that address your environmental challenges. A wide range of products for one-of-a-kind solutions Klozur® | PermeOx® | EHC® | EHC Liquid | EHC Metals | ELS™ | ISGS™ | Daramend® www.peroxychem.com/remediation Formerly a division of FMC Corporation Klozur, PermeOx, EHC, ELS, ISGS, Daramend are trademarks of PeroxyChem. © 2014
  • 4. NOV E M B E R 2 01 4 VOLUME 4 6 N O . 11 F E AT U R E S 14 Investigating Undersea Munitions Using increasingly innovative technology, the Army has been investigating munition disposal sites on the sea floor to study the effects of the discarded munitions on the sea and surrounding wildlife. 20 The Remediation of Brownfield Sites Cleaning sites for reuse can be a rewarding experience and will help to save public health and improve safety as well as improving aesthetics. 23 Testing New UV System Designs for NWRI Approval As precious water resources dwindle, it is vital to find ways to reuse water but in a safe and healthy manner. 27 The Challenges with Potable Water Reuse Simply treating water for reuse may not be enough. People have to be taught that the new product is safe for the application. 30 Particulate Control Tiny particles can cause major damage to people when they are aspirated into a lung. Though difficult, these air pollution elements can be controlled. 32 New Bilge Water Treatment System Design Protecting bay waters was a high priority and the system had to function with low maintenance and last. 50 State Rule Changes Environmental Rules change daily. BLR brings a few of the latest changes needed to stay in compliance. By BLR C O L U M N S 07 The Editor’s Desk D E P A R T M E N T S The EPA has again prepared a plan to expand control of all water that falls on the country. By Roy Bigham The DOT is seeking to change some of the transportation rules in order to better conform to international shipping standards used around the world. By Lynn L. Bergeson As EPA makes changes to guidance documents and air regulations, expect additional air modeling work to be added as well. By Dan Holland Member March 2-5 2015 09 Legal Lookout 46 The Air Educator Air & Waste Management A S S O C I A T I O N Subscribe to Pollution Engineering and our electronic newsletters at www.pollutionengineering.com. 4 Pollution Engineering JANUARY 2013 08 EnviroNews 08 PE Events 10 Air Pollution Control Products 11 Water Pollution Control Products 12 PE Products 47 Classified Marketplace 49 Advertisers Index INSIDE 18 20 23 2014 Annual Conference & Exhibition Navigating Environmental Crossroads Long Beach, California
  • 5. Now in its next generation, this puppy’s pedigree is still best-of-breed. Our next-generation Model 9900RM gas analyzer. More sensitivity to sniff out emissions without H2O or CO2 interference. Nothing tracks UV-absorbable gas species better than our new Model 9900RM analyzer. Even moisture and CO2 won’t throw it off. Whether part of your CEM system or a stand-alone gas monitor, its high intensity line source lamps deliver reliable dry gas analysis with a fixed wavelength, resolution to 0.02 nm and accuracy to 1% of full scale. The rugged Model 9900RM meets RATA testing requirements and can be rack, wall or bench mounted. Its advanced data processing capabilities include data logging, graphing, on-board diagnostics and more. It’s big on connectivity too, supporting Modbus/RS485 and Ethernet/Web interface. From performance to sensitivity to reliability, this puppy’s got it all. Learn more at: www.ametekpi.com © 2013 AMETEK Inc. All rights reserved.
  • 6. ONLINE WWW. P O L L U T I O N E N G I N E E R I N G . C O M SERDP and ESTCP Kick Off Webinar Series Early Bird Special 6 Pollution Engineering NOVEMBER 2014 (FOR REGISTRATIONS BEFORE 1/30/15) Register now! WESTMINSTER, COLORADO March 2-4, 2015 www.remtecsummit.com The SERDP and ESTCP research programs are proud to launch a new webinar series with the goal of promoting the transfer of innovative, cost-effective and sustainable solutions developed using SERDP and ESTCP funding. The series is geared for Department of Defense and Department of Energy practitioners, the regulatory community and environmental researchers. The goal is to provide cutting-edge and practical information that is easily accessible at no cost. The webinars will be held approximately every two weeks on Thursdays from 12:00 to 1:30 pm EDT. Each webinar will feature two distinguished speakers per technical topic from the SERDP and ESTCP research programs. For more information, please see http://www.serdp-estcp. org/Tools-and-Training/Webinar-Series.
  • 7. WE NEED YOU! CALL FOR ARTICLES Pollution Engineering covers a variety of topics throughout the year, and our editorial team is always open to receiving audience-supplied features. We are seeking submissions for high-quality, well-written technical articles for editorial review. Think of it as a new way to network with your peers and for a chance to be published in the number one source for must-read pollution control information! Roy Bigham • Editor • (248) 244-6252 roy@pollutionengineering.com FLIP PAGE to see topics of interest • Submissions should be less than 2,000 words in length and include up to three supporting hi-resolution images. • Send us your story and include photos and graphics that demonstrate a working knowledge of a particular technology or system. • Write it as if explaining it to a friend because we are not interested in printing a commercial. • Flip the page for a list of suggested topics or contact our Editor to discuss your idea.
  • 8. WE NEED YOU! CALL FOR ARTICLES Topics of interest include but are not limited to: Pumping Aggressive Fluids · Remediation Technology · Remediation · Soil & Groundwater Treatment · Waste Handling · Water Treatment · Air Treatment · Control Air Emission · Controlling Waste · EPA Air Standards · Industrial Wastewater Treatment · Managing Water Quality Have a topic you don’t see listed? We’re always open to new ideas for topics that matter most to our audience. Contact our Editor to discuss your suggestion. Roy Bigham • Editor • (248) 244-6252 roy@pollutionengineering.com
  • 9. Roy Bigham is Editor of Pollution Engineering. He can be contacted at roy@pollutionengineering.com NOVEMBER 2014 www.pollutionengineering.com 7 Just a few months ago, the public learned that EPA had secretly devel-oped comprehensive maps of water found in each state in the United States. Then, on April 21, 2014, EPA proposed new regulations and a new definition for waters that could fall under the agency’s jurisdiction. When Congress passed the Clean Water Act, the legislation included a phrase, “navi-gable waters of the United States.” Unfortu-nately, the phrase was not defined, and the agency, with the help of other government departments such as the Army Corps of Engi-neers, has struggled to find a suitable definition ever since that would satisfy industry and the public. Periodically, Congress will debate the issue, and the courts are forced to decide individual cases to determine if the agency had jurisdiction. Various members of Congress have uttered statements along the line that they do not intend to allow regulation of every mud puddle in the country but failed to actually make legislation defining any limitations or boarders. In the April proposal, EPA dropped the word navigable in their definition of waters they could or should regulate. In speeches, EPA Administrator Gina McCarthy stated that no new waters would be added to their control. Is Past Action Significant? In February 2012, I wrote in the Editor’s Desk about draconian measures EPA took against a couple who were in the process of build-ing their dream home in Idaho. Basically, an enforcement officer from the EPA showed up and halted all construction activity. The officer explained that there was standing water on the property in what was described in newspaper reports as a puddle. The family then received orders from the agency demanding they take very precise remedial actions and continue with long-term monitoring or face hefty daily fines. The couple tried to talk with the agency to no avail and took legal action. At every turn, EPA wielded its considerable weight to deny any court actions until some judges tossed out the private citizens’ claims. However, the couple persisted, and the case ended up in the Supreme Court. The decision and order was that the EPA did have responsibility to meet with the couple to discuss the case. I can find no record that such a meeting ever took place. Mapping a Course The maps that EPA developed include such details as ditches. On their website at http:// water.epa.gov/type/rsl/streams.cfm, they define just what waters they expect to control and why. It reads as follows: Small streams, including those that don’t flow all of the time, make up the majority of the country’s waters. They could be a drizzle of snowmelt that runs down a mountainside crease, a small spring-fed pond, or a depres-sion in the ground that fills with water after every rain and overflows into the creek below. These water sources, which scientists refer to as headwater streams, are often unnamed and rarely appear on maps. Yet the health of small streams is critical to the health of the entire river network and downstream communities. These small streams often appear insignifi-cant, but in fact are very important, as they feed into and create our big rivers. So, it appears that if there is a puddle of water that could ever possibly overflow, and such overflow could potentially in any way reach flowing water, then it should be regulated. I think that covers just about any mud puddle. Note also that they mention the inclusion of additional waters that might not be mapped. What to Expect There is no need to panic at this point. However, keep in mind that the agency is embarking on an all-out plan to educate the public about water issues. Their website was recently updated to include a number of pages on the topic. There are blogs and videos talking about the issue. Tons of comments have been received, but the agency has been fully convinced for decades that all waters are tied together and all must be protected by regulation. Expect new regulations will be finalized and new requirements will be established on industry and communities. Storm-water runoff will no longer be allowed, and such water will be required to be collected and reused. Once these rules are out there, there will also be many lawsuits, and the cycle of litigation will start again. Expect the process to again travel all the way to our nation’s top court. EDITOR’S DESK Water Issues Become More Clear The EPA has again prepared a plan to expand control of all water that falls on the country. Note also that they mention the inclusion of additional waters that might not be mapped.
  • 10. PE Poll Data The EPA has mapped all surface water down to the smallest ditch in the US. Many think this is part of the new waters of the United States definition rules. Does this worry you at all? 51% Yes, private property to do their job. should not be under the same scrutiny as industry or public property. > REMEDIATION Wastewater Plants Upgrades Could Cost Nearly $200 billion The U.S. House of Representatives Appropriations Committee recently heard tes-timony which makes a strong case that “modernizing and replacing the country’s aging water and wastewater infra-structure 49% 8 Pollution Engineering NOVEMBER 2014 No, it is a tool that the agency needs may be the single largest public works need that the U.S. faces,” and it requires a serious investment. The EPA’s most recent needs survey esti-mates $187.9 billion is needed by clean water agencies to comply with the Clean Water Act (CWA). Some of the wastewater plants in the U.S. were built more than 100 years ago. Some plants are keeping up with their aging infrastructure, but most are not able to do so due to inad-equate funding. The status of upgrades is continually report-ed in North American Municipal Wastewater Treatment Facilities & People Database. > REGULATIONS WEF Gains Korean Support The Water Environment Federation (WEF) signed a Memorandum of Understanding (MOU) with two of Korea’s top water associations, the Korean Water & Wastewater Works Association (KWWA) and the Korean Environment Corporation (KECO). Intended to strengthen ties between the respective organizations, the MOUs were signed by officials in the Global Center at WEFTEC 2014 – WEF’s 87th Annual Technical Exhibition & Conference. Specifically, WEF, KWWA and KECO will seek opportunities for knowledge exchange and mutually beneficial support of each other’s publications, activities, initiatives and spe-cial projects to assist with a shared goal of protecting the environment and encouraging sustainable development. “WEF is delighted about this important step to strengthen our connection with Korea through ties with these two distinguished associations,” said WEF Executive Director Eileen O’Neill. “As a result of these two new MOUs, we can look forward to more exciting opportunities to support our mutual interest in improved water management and sus-tainable practices.” > CORRECTION The October cover story on page 18 incorrectly listed the author. The story was s u b m i tt e d from Frankie October 2014 > MANAGING METHANE > STACK TESTING > FRACKING PG 24 PG 31 PG 34 Solutions for Air, Water, Waste and Remediation Proposed REFINERY Rule PG 18 | www.pollutionengineering.com Super Early Bird expires on 9/30/14! Wood-Black, Ph.D., REM, MBA, she is the principal for Sophic Pursuits Inc., Ponca City, Okla. Send comments or questions to fwblack@sophicpursuits.com. NOVEMBER 1-6 Summit 2014: Inspiring Action, Creating Resilience estuaries.org/summit 5-6 Power Experts 2014 worldarena.us 5-6 WWEM wwem.uk.com 6-18 WWEMA 106th Annual Meeting wwema.org/annual.php 16-20 International Water Conference eswp.com/water 19-20 Canadian Waste & Recycling Expo waste360.com DECEMBER 9-11 Renewable Energy World renewableenergyworld-events. com 9-12 NGWA Groundwater Expo groundwaterexpo.com JANUARY 12-15 The Eighth International Conference on Remediation and Management of Contaminated Sediments Battelle.org FEBRUARY 16-18 EUEC euec.com/index.aspx MARCH 2-4 RemTEC Summit remtecsummit.com ENVIRO NEWS PE EVENTS FIND ADDITIONAL NEWS & EVENTS AT WWW.POLLUTIONENGINEERING.COM.
  • 11. By Lynn L. Bergeson The proposal is an important step in ensuring harmonization. Readers with interest in these issues should review the proposed regulations carefully. NOVEMBER 2014 www.pollutionengineering.com 9 LEGAL LOOKOUT Harmonizing DOT HMR International Standards The DOT is seeking to change some of the transportation rules in order to better conform to international shipping standards used around the world. On Aug. 25, 2014, the U.S. Depart-ment of Transportation’s (DOT) Pipeline and Hazardous Materials Safety Administration (PHMSA) issued a proposed rule seeking to harmonize the hazardous materials regulations (HMR) with international regulations and standards. The rule would revise proper shipping names, hazard classes, packing groups, special provi-sions, packaging authorizations, air trans-port quantity limitations and vessel stowage requirements. The key changes to this HMR proposed by PHMSA are summarized below. Background PHMSA proposes to incorporate by refer-ence the most recent versions of various international hazardous materials standards, including the 2015 to 2016 International Civil Aviation Organization (ICAO) Techni-cal Instructions for the Safe Transport of Dan-gerous Goods by Air; Amendment 37-14 to the International Maritime Dangerous Goods Code (IMDG Code); the International Atom-ic Energy Agency (IAEA) Safety Standards for Protecting People and the Environment; Regulations for the Safe Transport of Radio-active Material, No. SSR-6 (IAEA Regula-tions), 2012 Edition; and the 18th Revised Edition of the United Nations Recommenda-tions on the Transport of Dangerous Goods (U.N. Model Regulations). PHMSA also proposes to update by reference the Canadian Transportation of Dangerous Goods Regula-tions and to adopt updated International Stan-dards Organization (ISO) standards. PHMSA proposes amendments to the Haz-ardous Materials Table (HMT) at 49 C.F.R. Section 172.101 to add, revise or remove certain proper shipping names, hazard classes, packing groups, special provisions, packaging authorizations, bulk packaging requirements, and passenger and cargo aircraft maximum quantity limits. PHMSA proposes an exception from the HMR for marine pollutants up to 5 liters (1.3 gallons) for liquids or 5 kilograms (11 pounds) for solids when these materials are packaged in accordance with the general packaging requirements of 49 C.F.R. Sections 173.24 and 173.24a. The proposed amend-ment would exempt small packages of hazard-ous material from the HMR that are regulated only because of the presence of one or more marine pollutants because PHMSA believes such materials pose little transport risk. PHMSA is proposing to modify the list of marine pollutants in Appendix B to the HMT. PHMSA periodically updates its list based on changes to the IMDG Code and evaluation of listed materials. PHMSA is also proposing to add minimum sizes for the OVERPACK and SALVAGE markings. These markings would be characters at least 12 mm (0.47 inches) high. PHMSA is proposing to revise and add vessel stowage codes listed in column 10B of the HMT and segregation requirements in 49 C.F.R. Section 176.83 consistent with the IMDG Code. PHMSA also proposes to increase the required segregation distances between Division 4.3 dangerous when wet materials, Class 3 flammable liquids and Divi-sion 2.1 flammable gases. Consistent with amendments adopted into the U.N. Model Regulations, PHMSA is proposing to revise the HMT to include 17 new entries for adsorbed gases. PHMSA also proposes to add into the HMR a definition for adsorbed gas, authorized packaging and safety requirements, including but not limited to quantity limitations and filling limits. PHMSA proposes harmonization with the latest version of the ICAO Technical Instruc-tions to ensure that information currently authorized by the HMR to be provided by means of an alternative document be included on a shipping paper for batteries transported under the provisions of 49 C.F.R. Section 173.185(c)(4)(v), the equivalent of Section IB ICAO Packing Instructions 965 and 968. PHMSA also proposes requiring a “cargo aircraft only” label on packages containing small lithium metal batteries not packed in or with equipment. PHMSA states that if the amendments are not adopted in the HMR by Jan. 1, 2015, the date most of the international standards above are scheduled to take effect, U.S. companies will be at an economic disadvantage. These companies will be forced to comply with a dual system of regulations, a result to be avoided. The proposal is an important step in ensur-ing harmonization. Readers with interest in these issues should review the proposed regulations carefully. Lynn L. Bergeson is managing partner of Bergeson & Campbell, P.C. She is president of The Acta Group, with offices in Washington, D.C., Manchester, U.K., and Beijing, China, and president of B&C Consortia Management LLC (BCCM) with offices in Washington, D.C.
  • 12. PE PRODUCTS > Product Focus: Air Pollution Control Products Spray Scrubbers The Series 9000 preformed spray scrubber is designed to simultane-ously 10 Pollution Engineering NOVEMBER 2014 remove solid and gaseous particulates from dryers and other pro-cessing operations. It features a fine droplet scrubbing liquid spray zone within a confined involute section that eliminates any bypass of untreated gas. A fully open, cyclonic entrainment removal section without internal drop-let removal components is designed to make the scrubber highly reliable while also requiring low maintenance. Bionomic Industries Inc. Mahwah, N.J. • (800) 311-6767 www.bionomicind.com CNG Let-Down Systems The LD series Let Down systems combine Bruest’s catalytic heater with controls technology to lower the pres-sure of the CNG to a range specified by the user. They can be used in hazardous loca-tions, including Class I Divi-sion 1 and Division 2 rated locations, and they emit virtually zero NOX. The heaters range from 2,500 BTU input to 2,800,000 BTU. The smallest heaters are less than 100 pounds; larger units are stationary or trailer-mounted for complete portability. Catalytic Industrial Group Independence, Kan. • (620) 331-0750 www.cat-group.com Air Vent The VS3 air vent is designed for use with sanitary applications needing an air vent for a liquid line or filter. Three-point seating and a rubber valve seat allow for tight sealing of TLV’s Free Float. The VS3 also meets spe-cific requirements for materials, surface treatments, component configuration and Industry standards set by the FDA and USP. It is available with internal and external electro-polished surface finishes as fine as 0.4 μm Ra. TLV Corp. Charlotte, N.C. • (704) 597-9070 www.tlv.com Pressure/Temperature Data Loggers The OM-PR series of pressure/temperature data loggers features a temperature range of minus 4 to 185°F; pressure ranges are 35, 150, 350, 550, 2,000 or 5,800 psia; and vacuum ranges are 760 and 380 Torr. The data logger is packaged in a submersible 316L stainless steel housing and has a standard one-fourth NPT fitting. It is CE compliant and has 150 percent over-range protection, programmable start/stop time and sample rates, up to 64,000 samples per record, alarm set points and a five-year battery life. OMEGA Engineering Inc. Stamford, Conn. • (800) 848-4286 www.omega.com Particulate Monitor The TRIBO.dsp U3400H is a two-wire, loop-powered, wide dynamic range par-ticulate monitor for both high- and low-temperature applications utilizing HART protocol. It is reportedly ideal for all emission monitoring and process flow applications where a continuous 4-20 mA signal is needed. The HART protocol allows bi-directional communication with the unit for remote access and control. The U3400H is designed to be wired directly to a PLC, DCS, data logger or any control device capable of providing the 24V loop power, while simultaneously receiving the continuous 4-20 mA signal. Auburn Systems Danvers, Mass. • (978) 777-2460 www.auburnsys.com Air Quality Control System Wisconsin Power and Light will install an Air Quality Control System on Unit 5 at their Edge-water Generating Station in Sheboygan, Wisc. The system includes the Gebr. Pfeiffer scope, which will include the KLV 02/630-4.0 hydrator, a weigh feeder and a bag filter for dedusting the hydra-tor’s exhaust vapors. The KLV 02/630-4.0 hydrator allows for dry injection – the process of adding water to pebble lime in order to pro-duce a dry, volume-stable lime hydrate. Gebr. Pfeiffer Inc. Pembroke Pines, Fla. • (954) 668-2008 www.gebrpfeifferinc.com
  • 13. PE PRODUCTS > Product Focus: Water Pollution Control Products NOVEMBER 2014 www.pollutionengineering.com 11 Stormwater Management System CULTEC’s heavy-duty Contactor 100HD plastic subsurface cham-bers maximize storage capacity while maintaining a low profile. The chamber holds 112 gallons and has nearly 30 cubic feet of storage per unit when surrounded with stone. The chambers have repeating support panels to add strength and feature a side portal to allow internal lateral manifolding of the system. A small chamber – the HVLV SFCx2 feed connector – is inserted into the side portal to create the internal manifold, which eliminates the need for an external custom pipe and fitting header system. CULTEC Inc. Brookfield, Conn. • (203) 775-4416 • www.cultec.com New Website Wilden has launched a completely redesigned website with a more user-friendly, intuitive interface; improved navigation; enhanced content and site optimization for a vast array of mobile devices such as smartphones and tab-lets. Website visitors can access the entire suite of information on Wilden AODD pumps, Air Distribution Sys-tems (ADS) and elastomers including specifications, literature, guides, tools, performance data, technology applications, educational materi-als, manuals/EOMs, case studies, videos and white papers. Wilden Pump & Engineering LLC Grand Terrace, Calif. • (909) 422-1730 www.psgdover.com Ultraviolet Disinfection Systems Neptune Benson installed a UV drinking disinfecting water system in Berea, Ohio, enabling the town to seek the Cryptosporidium credit in Ohio after the parasite was found in 10 of 24 samples collected from the East Branch of the Rocky River, which is typical for this type of surface water. Cryptosporidium is effectively deactivated using ultra violet light, which has become an important barrier in the U.S. and globally to ensure that drinking water is wholesome and free from any harmful organisms. Neptune Benson Coventry, R.I. • (401) 821-2200 • www.neptunebenson.com Suspended Solids Density Meter This meter measures and monitors primary, secondary and return-activated sludge concentrations in pipes, tanks or clarifiers, and auto-mates biosolids removal. It allows operators to program underflow pumps to automatically shut off before sludge becomes too thin and helps operators determine floccu-lent dosages for improved filter press/centrifuge/digester performance. The reportedly non-intrusive, safe ultrasonic sensor needs no permits or approvals, and is simple to install, calibrate and clean. Markland Specialty Engineering Ltd. Georgetown, Ontario, Canada (855) 873-7791 • www.sludgecontrols.com UV Water Disinfection The AmaLine system for drinking water and reuse is a highly compact, low pressure, high output (LPHO) multi-lamp UV system. Its hydraulics rotate the liquid flow to ensure optimal disinfec-tion with minimal head-loss. Aquionics is conducting validation over a broad range of flows and UV-T to meet all global drinking water standards. Aquionics Erlanger, Ky. • (859) 341-0710 www.aquionics.com Critical pH Measurement Sensorex’s TX2000 Intelligent pH/ORP Series Transmitters deliver critical ana-lytical information from process sensors to water treatment plant operators. Full featured with alarm/control relays and current outputs (4-20 mA), the TX2000 transmitter interfaces to plant SCADA or DCS control systems, keeping operators apprised of changing process conditions. The transmitter features easy-to-navigate text and graphic illustrations in a large, backlit display. Supplied in a compact NEMA 4X/IP65 enclosure, units can be wall-mounted, installed in a panel or pipe/handrail mounted. Sensorex Garden Grove, Calif. • (714) 895-4344 www.sensorex.com
  • 14. 12 Pollution Engineering NOVEMBER 2014 Online Store COMPASS is an online store offering Kenics static mixers. The online store is self-man-aged 24/7 for order entry and payment efficiency. The store reportedly offers accuracy in proper product selection and rapid shipment as well. The online configurator allows customers to input the pipe diameter, flow rate and viscosity for the application. After specifications are validated, the ideal Kenics static mixer model is selected and the model number displayed. Payment is accepted directly online. Chemineer Dayton, Ohio • (800) 643-0641 www.chemineer.com Ceramic Pumps FMI’s valveless, ceramic meter-ing pumps have sapphire-hard ceramic internal components, which are chemically inert, wear resistant and dimensionally stable. In addition, FMI pump’s Ceram- Pump valveless rotating and reciprocation piston pump design eliminates the need for check valves, which can clog, leak or fail over time. These features are designed to allow the pump to handle a broad range of chemicals under varying conditions with extreme precision and accuracy. Fluid Metering Inc. Syosset, N.Y. • (800) 223-3388 www.fmipump.com Porous Metal Products Mott Corporation’s all-metal mem-brane meets ASTM F838-05 for bacterial retention. Their sterilizing grade membranes are supplied in 316L stainless steel or titanium. This technology is available in a variety of form factors from very small discs or tubes for drug delivery applica-tions to larger 10-inch cartridges for biotechnology and pharmaceutical processing. This membrane is reportedly able to withstand aggressive chemistries and drug cocktails without the potential for leaching, outgassing or other adverse reactions. The porous metal components are available with filtration ratings from sub-micron (0.1μm) to coarser filtration ratings, including 0.2 μm sterilizing grade media. Mott Corporation Farmington, Conn. • (860) 747-6333 • www.mottcorp.com Cut Resistant Tube Sleeve The KRG Sleeve provides ANSI Level 4 cut resistance and flame resistant properties. This highly reusable sleeve is made from Kevlar and other mate-rials to provide superior comfort and protection. The 2-ply tube design offers outstanding cut resistance while further reducing total cost of ownership since the sleeve is made to withstand multiple launder-ings. The KRG sleeve is available in multiple sizes, with or without a thumb hole. It is sold by the dozen pair. Wells Lamont Industrial Skokie, Ill. • (800) 247-3295 www.wellslamontindustrial.com PE PRODUCTS Restraint Coupling and Flange Adaptor The HYMAX Grip pipe coupling and flange adaptor uses universal teeth to restrain all types of connecting plastic and metal pipes. As pressure is applied to the connecting pipes, the adaptor actually increases its hold on the pipe. It has a hydraulic sealing that allows joining pipes to move up to four degrees on each end of the coupling and still maintain a tight, durable seal. It comes as a restraint coupling and as a flange adapter, both with a pipe diameter range of 4 to 12 inches. Krausz Industries Ltd. Tel Aviv, Israel • 972-3-5154013 www.krausz.com Think Pink Campaign Magid is encouraging its customers to select from an assortment of pink PPE, including gloves, eye protection and hard hats, to wear throughout the month of October. Magid will donate 10 percent of the pink PPE sales to the National Breast Cancer Foundation. The pink PPE brands being offered include the company’s own lines of hearing protection, eye protection and gloves, as well as products from PIP, Showa Best and Honeywell. The products include ChromaTek cut-protection glove, which comes in a variety of high-visibility colors, including pink, and a women’s gardening glove that works with touchscreen devices and smartphones. Magid Glove & Safety Mfg. Co. LLC Romeoville, Ill. • (800) 444-8030 www.magidglove.com > Product Focus: General
  • 15. NOVEMBER 2014 www.pollutionengineering.com 13 PE PRODUCTS Chip on Board Bulbs The LED PAR30C series comes with a clear, precision UV-sta-bilized polycarbonate lens that directs high-brightness 820 lumens in warm white, 840 lumens in natural white, and 790 lumens in pure white LED color temperature. They have a 60-degree beam of light in a medium flood illumination pat-tern. The PAR30C bulb operates in a voltage input of 100 to 277 VAC, offering long-lasting durability and easy drop-in installation in existing standard 26 mm Edison screw-base sockets. This bulb with COB LED replaces up to 60-watt halogen PAR30 bulbs, while consuming only 11 watts of power, resulting in energy savings of up to 80 percent. LEDtronics Inc. Kashiwa Conn. • (800) 579-4875 • www.ledtronics.com Drum Crusher/In-Drum Compactor The Sahara explosion-proof drum crusher/in-drum compactor is suitable for use in Class I, Division I areas. It reportedly reduces waste volumes for safe and economical disposal – crushing drums down to 4-inch pancakes. Its explosion-proof construction makes it ideal for use in NFPA Class I, Division I areas. It features 60,000 lbs. of compaction force, welded steel construction, a non-sparking compaction chamber and a quick-change head for easy conversion to in-drum com-pacting mode. Benko Products Inc. Sheffield Village, Ohio (440) 934-2180 www.benkoproducts.com Combination Truck The PAT 360-HD is a multi-pur-pose cleaning truck that utilizes a combination of jetter, vacuum and downhole pump to provide a complete stand-alone cleaning system for large diameter lines, digesters, grit chambers, lift sta-tions, water treatment plants, ponds, lagoons and other hard-to-clean environments. It utilizes four, 8-inch hydraulic pumps, enabling it to pump/separate sand and water at up to 10,000 gallons per minute. It delivers up to 1,100 horsepower and performs in surcharged conditions, allowing a facility to remain com-pletely on-line. It features an extra-long hydraulic knuckle boom crane with up to 49 feet of reach from the center and 180-degree rotation. Polston Applied Technologies Onalaska, Texas • (941) 444-1440 • www.PolstonProcess.com Bushed Para-Flex Couplings The Baldor-Dodge Para-Flex QD (PXQD) prod-uct line is available in sizes PX50 through PX200, with torque ratings through 82,500 in-lbs. Para-Flex QD flanges are designed to offer greater bore capacity, allowing customers to downsize their coupling selections. The QD bushing allows for easy installation and removal with minimal shaft damage, reducing overall replacement costs. When used with the Para-Flex element, the complete couplings system reportedly per-forms in difficult applications, providing excellent misalignment capabilities. Baldor Electric Company Fort Smith, Ark. • (479) 646-4711 www.baldor.com Decentralized AC Drive The VACON 100 X is equipped with advanced control capabilities and sup-ports both induction and permanent magnet motors up to 50 HP (37 kW). It is designed for wide-ranging applications, including outdoor installations, as well as heat, dirt and vibration. It is rated for zero to 100 percent relative humidity, 3 g vibration resistance, 25 g shock for 6 ms (3M7 acc. to IEC 60721-3-31), and operating temperatures from 10°C to 40°C (up to 60°C with current derating). Vacon PLC Vaasa, Finland • (877) 822-6606 www.vacon.com Temperature Transmitter Omega’s M12TX temperature transmitter features a sensor with a computer-programmable built-in transmitter, a molded connector (IP67), a M12 connection, 4 to 20 mA output and a minus 58 to 932°F temperature range. The probe is ideal for areas with space limitations where traditional head connections are too large to fit. The transmitter is ideal for HVAC, automation and industrial processing. OMEGA Engineering Inc. Stamford, Conn. • (800) 848-4286 www.omega.com > Product Focus: General
  • 16. Investigating Undersea Munitions >> BY GEOFFREY CARTON, CALIBRE SYSTEMS INC. ; SONIA SHJEGSTAD, ENVIRONET INC. ; MARGO EDWARDS, UNIVERSITY OF HAWAII; J. C. KING, OFFICE OF THE DEPUTY ASSISTANT SECRETARY OF THE ARMY FOR ENVIRONMENT SAFETY AND OCCUPATIONAL HEALTH Using increasingly innovative technology, the Army has been investigating munition disposal sites on the sea fl oor to study the effects of the discarded munitions on the sea and surrounding wildlife. 14 Pollution Engineering NOVEMBER 2014 he Hawaii Undersea Military Muni-tions Assessment (HUMMA) is a multi-phase program addressing the challenge of characterizing a historic deep-water munitions disposal site. The specific objectives of the pro-gram are to determine the potential impact of the ocean environment on sea-disposed muni-tions and of sea-disposed munitions on the ocean environ-ment and those that use it. Due to the environmental conditions at the site (average temperature: 43°F; average pressure: 55 atmospheres) and the difficulty accessing it, the field program consists of sever-al short-duration, high-intensity deployments. Maximizing COVER STORY T Deploying one of the submersibles, Pisces IV, with Diamond Head in the background. The HUMMA study area is between 3 and 20 miles from shore. Photo credit: Hawaii Undersea Research Laboratory
  • 17. NOVEMBER 2014 www.pollutionengineering.com 15 the effectiveness of the overall effort involves orchestrating a multidisciplinary team – historians, oceanographers, geo-physicists and geochemists, environmental scientists, and biologists from academia, industry and government – and a variety of sophisticated equipment to accomplish the objec-tives. To date, the HUMMA team has achieved a series of programmatic successes, facilitated technology transfers, and documented lessons learned that are being applied to underwater munitions investigations worldwide. Background Through the 1970s, sea disposal was internationally accept-ed as an appropriate method for disposal of a variety of wastes, including conventional and chemical munitions. It was common international practice to dispose of munitions and other wastes in the oceans. Following this accepted practice of the time, the U.S. Armed Services disposed excess, obsolete and unserviceable munitions in U.S. coastal waters from as early as the late 1800s through 1970. In 2006, Public Law 109-364 § 314 (Research on the Effects of Ocean Disposal of Munitions) required the Department of Defense to identify sea disposal sites in U.S. coastal waters, identify navigational and safety haz-ards, characterize six of these sea disposal sites and inves-tigate the feasibility of remediation of the munitions. The 2009 Defense Environmental Programs Annual Report to Congress contained the final report on the sea disposal of military munitions, which was based on four years of archival research. The report details disposals of conven-tional and chemical munitions in U.S. coastal waters. The chemical munitions and bulk containers held approxi-mately 32,000 tons of chemical agents. In Hawaiian waters, the disposal of conventional munitions is known to have occurred between 1920 and 1951, with the disposal of chemical munitions occurring between 1933 and 1946. Policies governing the sea disposal of military munitions were not specific in the early 1900s, but they became more restrictive over time. By 1945, the Department of Defense required munitions to be disposed 10 miles from shore, with conventional munitions at a minimum depth of 3,000 feet and chemical warfare materiel at least 6,000 feet. About 96 percent of the net chemical agent weight was disposed of in water depths of 1,000 feet or more. In 1970, the Department of Defense discontinued the use of sea disposal. In 1972, Congress passed the Marine Protection, Research and Sanc-tuaries Act. This act effectively prohibited ocean disposal of waste materials, including military munitions. Investigating a Deep-Water Disposal Site To aid the Department of Defense in meeting the unique challenge posed by Public Law 109-364 §314’s require-ments, the Army initiated HUMMA in 2006 to investigate a Department of Defense military munitions sea-disposal site in Hawaii (Department of Defense sea-disposal site HI-05). This poorly documented site is 3 to 20 miles south of Oahu in water depths of 800 to 2,000 feet. The site con-tains conventional and chemical military munitions, includ-ing 16,000 100-pound mustard-filled bombs. The site’s close proximity to shore and the University of Hawaii’s research facilities, technologies and personnel facilitated the logistical Coal
  • 18.
  • 19. COVER STORY support required for a detailed investigation. Investigations in 2007, 2009, 2011 and 2012 used inno-vative technologies to map and verify, using two three-man, deep-sea research submersibles, towed-video cameras, and remotely operated vehicles, to find small seafloor munitions targets; and collect an array of samples (sediment, seawater and biota) within 6 feet of selected munitions. The final 2014 field program will complete the sampling program using a more sophisticated remotely operated vehicle. HUMMA’s approach allows the site to be studied across a broad range of resolutions, stretching from regional maps covering hundreds of square miles to extremely high-reso-lution imagery of individual munitions and the animals co-existing with them. This approach and its resulting robust, multi-disciplinary dataset will aid in optimizing sampling at other sea-disposal sites in both deep and shallow water. Prior to the 2007 SONAR survey, the University of Hawaii reviewed its extensive library of past manned submersible training missions in the area and mapped the locations of munitions detected by submersible video cameras. This analysis provided an indication of the types of munitions present and their general distribution, docu-menting that hundreds of munitions were exposed on the seafloor and not buried by sediment. This seven-day 2007 16 Pollution Engineering NOVEMBER 2014 survey started with the collection of medium-resolution (6-by-6 foot grid cells) bathymetry and reflectivity data over 250 sq. miles using a SONAR system hull-mounted on a University of Hawaii research vessel navigated using GPS. The GPS-navigated SONAR data provided a base map that depicted enough topographic detail to allow other systems to be towed within a few feet of the seafloor with reduced risk of collision and could later be used for co-registration with higher resolution datasets. The last five days of the 2007 survey used a higher frequency SONAR system towed 150 to 200 feet above the seafloor to capture higher resolution (1.5-by-1.5 foot grid cells) information of surface roughness and detect munitions, including the 100-pound mustard bombs. The data from the higher resolution 2007 SONAR sur-vey covered 30 sq. miles and allowed the 2009 survey by manned submersibles and a small remotely operated vehicle to focus on target-rich areas. The manned submersibles collected 94 sediment and 30 water samples within 6 feet of high-interest munitions and control sites to evaluate whether munitions constituents, including chemical agents or agent breakdown products, were detectable at levels higher than at nearby munitions-free control sites. Tissue samples from edible marine life, 16 fish and 19 shrimp, were also collected. Photo from a submersible showing box core for the collection of sediment and shrimp trap. Note: A bomb is seen in the background. Photo credit: Hawaii Undersea Research Laboratory
  • 20. NOVEMBER 2014 www.pollutionengineering.com 17 Given the potential for encountering toxic chemi-cal agents, strict screening and decontamination protocols were followed at sea. Sediment and biological samples were screened onboard for the presence of chemical agent prior to release to a shore-based commercial environmental laboratory for analysis. Although the 2009 HUMMA survey successfully identified more than 2,500 munitions and collected samples near 20 munitions, no 100- pound mustard bombs were identified. In 2009 and 2010, commercial surveyors investigating pathways for cables and pipelines south of Oahu contacted the HUMMA team and, based on the distribution of munitions depicted in HUMMA’s data, planned high-res-olution surveys for their efforts outside known munitions sites. In 2009, the first commercial survey photographed 103 munitions in trails outside the southern boundary of the 2007 study area, and in 2010, five additional munitions were photographed near the northern boundary. The casings in both sets of photographs were consistent with the size and shape of 100-pound mustard bombs. In several photographs, the munitions’ markings, which were still visible, identified the bombs as most likely being chemi-cal munitions. In 2001, based on these findings, a second SONAR survey was conducted. The 2011 SONAR survey expanded on the 2007 survey, encompassing the region where the com-mercial surveyors photographed the munitions and covered five times as much area as the 2007 survey over an equivalent five-day period thanks to implementing lessons learned during the original survey. The equipment used was also modified between the 2007 and 2011 SONAR surveys, yielding significantly sharper imagery for muni-tions, shipwrecks and smaller geological features. Numer-ous additional munitions’ trails were detected, including some near the commercial survey sites. One aspect of the program worthy of special mention was the safety precautions related to possible contact with chemical agent. Equipment contacting the seafloor and samples had to be screened to ensure that neither the personnel nor the research vessel had been contaminated with any chemical agent. The Army worked closely with the researchers during the planning stages to outline the onboard safety procedures to be followed. Army person-nel screened each sample for chemical agent prior to releasing it to team scientists who handled and packaged the samples for shipment to commercial laboratories. The Army initially screened equipment and samples on deck immediately upon the equipment’s recovery from the seafloor, and then each sample was quantitatively analyzed within 24 hours of collection in an onboard laboratory, providing data suitable for risk assessment. The 2011 SONAR survey was followed by a 2012 HUMMA program that returned to sampling, with the objective of collecting information to make informed decisions regarding the condition, potential impacts, risks and actions that, if needed, might be taken to address sea-disposed chemical munitions in deep water. The 2012 HUMMA program used manned submersibles to col-lect 212 samples (153 sediment, 36 shrimp, 12 in fauna, six deep-sea dwelling starfish and five water) within 6 feet of 100-pound mustard bombs and at control sites. An innovative mass spectrometer was deployed on three submersible dives to collect in-situ, real-time readings for chemical agent in seawater at select munitions sites, with results correlated against the discrete samples collected for laboratory analysis. Additionally, 30,000 high-definition downward-looking photographs were collected during 17 Above is a map of the HUMMA study area, south of Pearl Harbor, Oahu, Hawaii. The area covered by the 2011 SONAR survey is clearly much greater than that in the 2007 survey due to improvements in both equipment and methodologies.
  • 21. transects through the area, two time-lapse cameras were deployed to observe the interactions of marine life with munitions, and shrimp and starfish in direct contact with munitions were collected; the latter action resulted in the discovery of a new starfish species. Dissemination of Methods and Technology The academic, government and industry participants agreed early in the planning that open discussion of the team’s approach and alternatives would benefit not only HUMMA but other investigations as well. Given this, the participants shared completed work at technical meetings through the project website (www.hummaproject.com) and in peer-reviewed and industry journals. HUMMA researchers are currently collaborating with the multi-national Baltic Sea Chemical Munitions Search and Assessment (CHEMSEA) research team to compare data from the two sites to increase the understanding of both. The Path Forward The planned HUMMA field activities will conclude with a 2014 field program that will use the Woods Hole Oceano-graphic Institution’s Jason-2 remotely operated vehicle to collect samples near chemical munitions and at control sites. Sampling and analytical techniques will replicate those used during the 2012 manned submersible effort. This pro-gram will allow a direct comparison of the capabilities and COVER STORY 18 Pollution Engineering NOVEMBER 2014 cost effectiveness of using remotely operated vehicles and manned submersibles for sampling. The substantial collec-tion of a wide array of samples, using a variety of both dis-crete and in-situ technologies, will provide one of the most comprehensive and robust datasets in the world for under-water munitions disposal sites. HUMMA is furthering the Department of Defense’s understanding of the effects of sea-disposed munitions on the ocean environment and will provide a comprehensive database for use in tailoring future sampling programs at underwater munitions sites. To date, the study has drawn a number of conclusions and achieved a series of programmatic successes, technol-ogy transfers and lessons learned: • Most munitions in the study area were disposed of by ships while underway, resulting in linear trails of muni-tions that are readily apparent to SONAR. • Backscatter data from sidescan SONAR are extremely effective in detecting 3- to 5-foot-long reflective targets. • The integrity of munitions widely varies. • Analytical methods used to detect munitions constitu-ents during the program were effective. • Improvements in the SONAR platform motion sensors and the use of non-overlapping survey tracks yielded a five-fold improvement of SONAR coverage with notice-ably sharper resolution. This research led to cooperation with overseas institu-tions that are studying HUMMA approaches and results to improve the effectiveness of analogous research in other water bodies. Mr. Hershell Wolfe, the deputy assistant secretary of the Army for Environment, Safety and Occupational Health commented that “The Army considers this research effort extremely important as it is helping close data gaps in DoD’s understanding of the effects of chemical muni-tions on the ocean environment and helping validate and improve upon procedures developed for investigating sea disposal sites, particularly those in deep water.” Comments, views and conclusions in this article are those of the authors and do not necessarily represent those of their employers, the U.S. Army or the Department of Defense. A manned submersible preparing to collect samples next to a suspected 100-pound mustard-filled bomb at a depth of about 1,700 feet south of Oahu, Hawaii. Photo credit: Colin Wollerman, Hawaii Undersea Research Laboratory Geoff Carton is a senior analyst with Calibre Systems and provided technical oversight throughout all HUMMA phases. Sens questions to him at Geoff.Carton@calibresys.com Margo Edwards is a senior research scientist at the University of Hawaii and principal investigator for the HUMMA program. Sonia Shjegstad is the environmental division manager at Environet Inc., and has been involved in designing and implementing the multiple phases of the HUMMA program. J. C. King is the director for munitions and chemical matters for the Office of the Deputy Assistant Secretary of the Army for Environment Safety and Occupational Health.
  • 22. A&WMA Membership Benefits Here’s just a sampling of the benefits you receive as an Air & Waste Management Association Quality Information: from the Journal of the Air & Waste Management Association to EM magazine to technical books and publications, you get the technical, practical, and professional information you need. Professional Development and Education: improve your professional skills and expertise at more than 30 continuing education programs, specialty conferences, and a wide variety of workshops held each year, in addition to the Annual Conference & Exhibition. Networking and Contacts: take advantage of numerous opportunities to meet with your peers and expand your circle of valuable business contacts. Job Search and Employment: find a position in the environmental field or fill a vacancy in your organization through our online job board. Membership and Resource Directories: your quick reference for finding colleagues and a range of products and services. Discounts: members receive substantial discounts on publications, conferences, educational seminars, insurance coverage, logo merchandise, and more. Recognition: get recognized for your accomplishments through the A&WMA awards programs, publishing an article in EM or the Journal, or serving on an A&WMA committee. For more information on these great member benefits, contact A&WMA Member Services at 1-800-270-3444 or visit us online at www.awma.org. Member:
  • 23. Cleaning sites for reuse can be a rewarding experience and will help to save public health and improve safety as well as improving aesthetics. >> BY SAVANNAH COOPER, WRITER AT WORLDWIDE RECYCLING EQUIPMENT SALES L LC A round the United States, many lands lie aban-doned 20 Pollution Engineering NOVEMBER 2014 and wasted because potentially hazard-ous contaminants may be present in the soil or groundwater. But hope of reinvestment is not lost for lands such as these, known as brown-fields. In Pittsburgh, for example, many former steel mill sites have been converted into high-end residential, shop-ping and business areas. One area in Pittsburgh, known as Nine-Mile Run, was formerly a dumping area for industrial slag, a waste product of steel processing. The Pittsburgh Urban Redevelopment Authority (URA), with help from the EPA, assessed and redeveloped Nine- Mile Run and another smaller tract of land into valuable residential property. Papa John’s Stadium in Louisville, Ky., was constructed on a 92-acre former industrial site that was contaminated with chemicals and petroleum during almost a century of use as a railroad repair yard. One hundred cubic yards of soil were contaminated with polychlorinated biphenyls (PCBs), and 47 constituents were addressed, including lead, arsenic and chromium. The initial estimated cost of the remediation was $40 million, but the final cost was just under $7 million, after a risk assessment and the imple-mentation of a cleanup and containment plan. Similarly, the Jenkins Valve Site in Bridgeport, Conn., was once an abandoned 18-acre area with industrial contamination. In 1994, the city used a brownfield pilot assessment grant from the EPA to evaluate the extent of the contamination at the site. Today, the former brown-field is now Harbor Yard, a sports complex with a 5,500- seat baseball park, an indoor ice skating rink, an arena and a museum. REMEDIATION The Remediation of Brownfi eld Sites Above: Remediation gear can sometimes be delivered in modules that are quick to stage at the brownfield site.
  • 24. FPZ Chemical Duty Blowers Available with EXPLOSION PROOF motors. NOVEMBER 2014 www.pollutionengineering.com 21 All over the country, there are brownfield sites waiting to be cleaned up and reused. The EPA estimates that there are more than 450,000 brownfields in the U.S. alone. Most commonly found in urban areas, brownfield sites are contaminated properties that have previously been used for industrial or com-mercial purposes. Brownfields can be aban-doned factories, mills, foundries and even gas stations. Brownfield land is often con-taminated by low concentrations of hazard-ous wastes, such as hydrocarbons, pesticides or heavy metals, such as lead. In the U.S., the investigation and cleanup of brownfield sites is regulated by state envi-ronmental agencies in cooperation with the federal EPA. The EPA often provides techni-cal help and some funding for the assessment and cleanup of brownfield sites. Through the Business Liability Relief and Brownfields Revitalization Act, funds from the federal government help with the cost of cleaning up these sites. Numerous organizations may play a part in the cleanup and redevelopment of a brown-field site. State environmental agencies, com-munity groups, technical consultants, legal counsel, investors, real estate professionals and federal government agencies, such as the EPA, are just a few of the groups that may be Above is a look at the inside of a typical indirect fire thermal desorption unit with vapor recover unit from Vulcan. · Reliability/Quality · Low noise · Factory direct pricing · 3 year warranty TM Saukville, WI 262-268-0180 usa@fpz.com www.fpz.com
  • 25. REMEDIATION involved in the remediation of brownfields. The actual cost of the cleanup is dependent on a variety of factors, including the level, type, amount and extent of contamination in the soil or groundwater. For example, if the groundwater beneath the site is also contaminated, the cost of cleanup will likely be higher. Similarly, the time it takes to clean the site varies. Brownfield sites with extensive contamination that will be reused for residential purposes will take longer to clean than sites with minimal www.defiant-tech.com FROG-4000™ Portable GC 505-999-5880 22 Pollution Engineering NOVEMBER 2014 contamination that will be reused for industrial purposes. There are many advantages for property owners who clean up and reuse their brownfield properties. Often, it is borderline impossible to sell a brownfield site as is or even to receive a bank loan with a brownfield site as security. Cleaning up brownfields helps property owners avoid potential environmental enforcement actions by regulatory agencies – actions that could result in high penalties and expensive cleanups. Also, there are often tax benefits for cleaning up and reusing contaminated properties, as well as increased returns from the revi-talized property, which is more valuable and market-able. Remediating brownfield sites reduces the potential contamination of adjacent properties or groundwater, decreasing the likelihood of additional cleanup costs in the future. The cleanup and redevelopment of brownfield sites can encourage higher property values and stimulate job growth, as well as have a positive impact on the local economy by creating safer, healthier urban spaces. Savannah Cooper is the writer at Worldwide Recycling Equipment Sales LLC. For more information on remediation solutions from Vulcan Systems, visit them at www.getavulcan. com, or contact Worldwide Recycling Equipment Sales LLC at (660) 263-7575 or wwrequip@wwrequip.com. Screening with Meaning Using the Worlds Smallest Portable GC Email: frog4000@defiant-tech.com CONTENT THAT… positions you as a thought leader helps solve problems helps generate leads IF YOU NEED A VARIETY OF CONSISTENT AND ENGAGING CONTENT, WE CAN PROVIDE IT. LET’S TALK IT THROUGH. orangetap@bnpmedia.com | www.bnporangetap.com | @orangetap
  • 26. WATER Testing New UV System Designs for NWRI Approval As precious water resources dwindle, it is vital to fi nd ways to reuse water but in a safe and healthy manner. NOVEMBER 2014 www.pollutionengineering.com 23 B Y J I L L B I B B Y, N E P T U N E B E N S O N rticles that highlight the water crisis facing a number of areas in the U.S. are published with increasing frequency. One recent article,[1] accepted for the journal Geophysical Research Let-ters by the University of California and NASA scientists used data from the NASA Gravity Recovery and Climate (GRACE) satellite mission to track changes in the mass of the Colorado River Basin, which is directly related to changes in water amount on and below the surface. The results, which have been determined by analyzing data from December 2004 to November 2013, show that the basin has lost nearly 53 million acre-feet of freshwater. This amount is double the size of Nevada’s Lake Mead, the largest reser-voir in the U.S. More troubling is that 77 percent of this, or 41 million acre-feet, is from groundwater. According to Stephanie Castle, a water resources spe-cialist at UC Irvine and the study’s lead author, “We don’t exactly know how much groundwater we have left, so we don’t know when we’re going to run out.” The amount of water above ground in the basin’s rivers and lakes is documented by the U.S. Bureau of Reclamation, so the losses above ground are well docu-mented. However, pumping from underground aquifers is regulated by individual states and not always as well documented. This has major mid-term implications; the Colorado River is the only major river in the southwest part of the U.S. Its basin supplies water to approximately 40 million people in the seven basin states and irrigates 4 million acres of farmland. Given the well-documented drought that the western part of the U.S. has been experiencing and a vastly diminished snow pack, the rapid depletion rate of groundwater will further compound the water cri-sis, as groundwater has for some time now been used to bridge the gap between supply and demand. A perfect storm of changing rainfall patterns, a warm-ing climate, growing demand, and decreasing availability means that many areas in the U.S., as well as globally, will experience a shortage of drinking water in the next 30 years. A report from the Columbia Water Centre[2] illustrates this point; a 99 percent population increase since 1950 has led to a 127 percent increase in water use, which has further decreased water availability making it increasingly difficult to replenish aquifers after a drought. The Columbia study identifies several locations within the U.S. that will experience water stress, and it develops risk metrics used to predict future water stress including one called normalized deficit cumulated (NDC) that uses data gathered over several years to point to future shortages. Some of the regions they identify below are surprising: A Above: Temporary structure over test unit, with flow visible in clear spool piece • Picture credit Neptune Benson
  • 27. • Washington, D.C., metro area • New York metro area • California from San Diego to Santa Barbara and inland • Agricultural belt: Dakotas • Agricultural belt: Nebraska • Illinois • Lower Mississippi belt: Arkansas area • Agricultural belt: North Texas • Agricultural regions in Ohio • Agricultural regions in Minnesota A third report from the Cooperative Institute for Research in Environmental Sciences, University of Colo-rado, Boulder[3] analyzes water supply trends over the last 10 years. This report shows that 193 out of the nation’s 2,103 watersheds – almost 10 percent – are stressed, mean-ing their current supply of water is less than demand. Aquifers underlying central California and the Ogal-lala Aquifer (or High Plans Aquifer) that stretches from Nebraska to Texas are being drawn down more quickly than they are being recharged. Vast stretches of Texas 24 Pollution Engineering NOVEMBER 2014 farmland lying over the High Plains Aquifer no longer support irrigation. In west-central Kansas, up to 20 per-cent of the irrigated farmland along a 100-mile swath of the aquifer has already been depleted. This region receives only 12 to 24 inches of rain each year. In many other places, there no longer is enough water to supply farmers’ peak needs during the Kansas summer heat. The rate of Aquifer decline is accelerating: in 2011 and 2012, the Kansas Geological Survey reports, the average water level in the state’s portion of the aquifer dropped 4.25 feet – nearly a third of the total decline since 1996. More than 90 percent of Kansas is in drought; this is the worst drought since the Great Depression, and consequently, nearly every monitoring well in the state is “much below normal” or “low.” The High Plains Aquifer has traditionally been used as a fall-back water source, but this resource is dwindling. The north-ern end of the High Plains Aquifer in Nebraska is, however, showing a gain in reserves, and for this reason the Keystone XL pipeline was re-routed as the original plan showed the pipeline routed over sand hills which feed the Aquifer. The scarcity of water supplies is producing a variety of actions across the U.S.; in most regions water conserva-tion is now being taken more seriously, leakage rates in pipes are being addressed and improved, and water ration-ing is being considered, with California water regulators voting July 8, 2014, to approve fines of up to $500 per day for residents who waste water. Attention is also being turned to uses of water that do not require potable water, such as municipal and crop irrigation, dust suppression and urinal flushing. Water supply for each of these applications is now being switched to previously used water, or indirect potable reuse water (IPR). In some of the most water-stressed regions, com-munities are now directly consuming reuse water. Such direct potable reuse will grow as the public becomes more comfortable with the safety of the process. The disinfection of reuse water is clearly a critical step in protecting public health, and ultraviolet light has for some time been an integral step in the treatment of reuse water. UV light has the ability to damage the deoxyribonucleic acid (DNA) found within all microbes. When exposed to a sufficient dose of UV light, DNA becomes permanently damaged, or dimerized. The dimers form where the cross bonds within the DNA structure is broken by the UV light, rendering the microbe non-viable. Normal cell functions such as respiration, replication and the assimilation of food cease, and the organism quickly dies. No organisms have demonstrated any tolerance to UV light; however several species have become tolerant to chemical disinfection meth-ods such as chlorination or biocide dosing. Some organisms do show repair mechanisms, most of which occur when the organism has received a low dose of UV light and is subse-quently exposed to sunlight. UV-A exposed to sunlight trig-gers a repair enzyme reaction called photolysis, which can WATER Neptune Benson UV system undergoing performance testing. Access hatch visible in foreground.
  • 28. Most UV systems are validated using bioassay techniques by a third party to demonstrate adequacy of performance. NOVEMBER 2014 www.pollutionengineering.com 25 assist in a repair mechanism. For this reason, most advanced UV systems used for IPR and now DPR are contained with a closed pipe rather than the older open channel type. Open channel UV systems must be covered to prevent sunlight from reversing the germicidal action. Most UV systems are validated using bioassay tech-niques by a third party to demonstrate adequacy of per-formance. The National Water Research Institute (NWRI) Guidelines are the standard protocol used when selecting and sizing UV systems for water reuse or reclamation. Originally launched in 2000, the guidelines were updated in 2012 and are now the standards most commonly used by regulators, design engineers and water/wastewater agencies. All of the leading UV companies such as Trojan Tech-nologies, Calgon and ETS-UV by Neptune Benson have systems that have been validated in accordance with the NWRI guidelines, and as computer based emulation techniques such as computational fluid dynamics (CFD) have evolved, reactor geometry and design features have also improved. CFD models allow manufacturers to build virtual UV reactors and to simulate fluid flow through the reactor. When the actual reactor performance is under-stood as determined by bioassay, then the manufacturer has the ability to refine the models and hence to produce and validate highly optimized UV designs. Validation of UV Systems Validation of UV systems is generally undertaken by a third party. Neptune Benson hired Carollo Engineers to oversee the validation of a family of closed vessel, advanced UV systems, specifically for the high level disin-fection of reuse water. Between December 2011 and September 2012, Carollo Engineers undertook a series of performance validation tests on the ETS-UV equipment from Neptune Benson at the Dublin San Ramone Services District Wastewater Treatment Facility (DSRSD-WWTF) in Pleasanton, Calif. A total of nine such systems were validated. In each case, a bioassay test was conducted by adding a non-pathogenic surrogate organism, MS-2 coliphage (MS-2) to the process water upstream of the UV system, which was filtered secondary effluent from the WWTP. Influent and effluent samples were taken to quantify the performance of the UV system via inactivation of MS-2 phage for a range of flow rates, power settings and UV transmittance levels. UV transmittance was altered using Super-Hume, which is a humic acid with strong UV absorbing properties. Power was provided by diesel generators, and pumps lift-ed the filtered wastewater from the treatment plant and then returned it after the UV treatment for each case. For each reactor, the flow, transmittance, power level, pressure loss across the UV chamber, and UV intensity were measured. In total, 2,400 microbiological samples were analyzed, 700 collimated beam samples were run and approximately 65 liters of MS 2 phage (5x1011 PFU/ml) was used. All of the ancillary equipment needed was rented for the duration of the testing, and a temporary shelter was erected to shield the ETS engineers and Carollo scientists from the elements. The results were analyzed in accordance with the 2003 and the 2012 UV guidelines, and algorithms were derived CFD model of ETS -UV system to emulate performance • Picture credit Neptune Benson
  • 29. WATER that calculate how much UV reduction equivalent dose (RED) was delivered by each of the UV systems for the performance envelope defined. The report that Carollo completed was presented to the state Water Resources Control Board, and Neptune Benson has now received conditional acceptance of each reactor reviewed. The NWRI guidelines are designed to ensure that the water produced poses no health risk, so a 5-log reduction of Polio virus and a 7-day median total coliform of 2.2 PRODUCT SPOTLIGHT 26 Pollution Engineering NOVEMBER 2014 most probable number (MPN) /100 mL must be achieved. The standards require a UV dose of 100 mJcm2 when the effluent is filtered before the UV system by a cloth or other conventional filter. The UV dose is permitted to be reduced to 80 mJcm-2 when the UV is used in combina-tion with micro filtration (MF) or ultrafiltration (UF) and is permitted to be reduced to 50 mJcm-2 when the effluent is treated by reverse osmosis (RO). The testing program is rigorous and requires each system to be tested and performance to be verified. In each case, the CFD model prediction of the manufacturer is compared with the actual microbiological performance achieved, and the correlation between the Neptune Ben-son model and the actual performance achieved was in excess of 98 percent. REFERENCES 1. Stephanie L. Castle, et al. “Groundwater Depletion During Drought Threatens Future Water Security of the Colorado River Basin.” Geophysical Research Letters 2014: DOI: 10.1002/2014GL061055 2. “America’s Water Risk: Water Stress and Climate Variability” Columbia Water Center White Paper 3. Co-operative Institute for Research in Environmental Sciences, Bolder: Sectoral Contributions to Surface Water Stress in the Coterminous United States (Averyt et al.) (www.iopscience.iop.org) ETS-UV systems installed at reclaim facility. • Picture credit Neptune Benson Jill Bibby is directory of marketing for Neptune Benson in Coventry, R.I. Send any questions to her at jbibby@neptune-benson. com. Minimize Wastewater Volume – Introducing Caloris Cubix™ Compact Evaporators Ultra-compact Caloris Cubix™ Evaporators are ideally suited for concentrating waste streams to provide clean water for reuse and to dramatically reduce disposal costs. The Caloris proprietary design uses mechanical vapor recompression, making the units extremely energy-efficient. This reliable system requires limited space – even the largest models fit under a ten-foot ceiling. Please contact Caloris to learn how the Cubix™ Compact Evaporator can help you meet your water management goals. Caloris Engineering LLC Easton, Md. • 410-822-6900 • www.caloris.com
  • 30. Simply treating water for reuse may not be enough. People have to be taught that the new product is safe for the application. NOVEMBER 2014 www.pollutionengineering.com 27 here are two potable water reuse options cur-rently in use for transforming wastewater into potable water. One is direct potable reuse (DPR), which involves purifying wastewater into purified water and then introducing the purified water directly into a water supply system. The other is indirect potable reuse (IPR), which involves releasing treated wastewater into groundwater or surface water sources, which is subsequently reclaimed and then treated to become purified water that meets drinking water standards. While a number of water and wastewater utilities are considering DPR, IPR is already a proven technology and has been providing benefits around the country, especially in the Southwest. Public Utilities Department – San Diego Hydraulic fracturing, or fracking, involves the use of large quantities of water, three to eight million gallons per well, mixed with additives, to break down the rocks and free up the gas. About 10 to as much as 40 percent of this fluid returns to the surface as “flowback water” as the gas flows into a wellhead. In fracking, millions of tons of water are injected at high pressure down wells to crack open deeply buried shale deposits to extract natural gas trapped within the formation. Some of the water flows back up through the well, along with natural brines and the natural gas. One utility planning an IPR process is the Public Utili-ties Department of San Diego, which is the eighth largest city in the U.S., with a population of about 1.3 million. The city receives an average annual rainfall of less than 11 BY WIL LIAM ATKINSON WATER The Challenges with Potable Water Reuse T
  • 31. WATER inches and has limited local water supplies. It depends on importing 85 percent of its water from the Colorado River and Northern California. However, prolonged droughts and court-ordered pumping restrictions have reduced the reliability of these deliveries. “We are currently in a drought state of emergency, with the last two winters being extremely dry,” said Beth Murray, program manager, management support. “These conditions, plus continued population growth, have intensified the need for new sources of water.” As a result, the city began looking for ways to diversify its water portfolio to reduce its dependence on imported water. It has determined that potable reuse is feasible, from cost, regulatory and technical standpoints. As a result, San Diego is proceeding with a full-scale potable reuse implementation. The first facilities will be capable of delivering 15 MGD of potable reuse and are scheduled to be completed by 2023. Additional facilities to be built by 2035 could increase total delivery to more than 80 MGD, which is approximately 30 percent of the city’s projected water need. For treatment, a combination of membrane filtration, reverse osmosis and ultraviolet/advanced oxidation will be 28 Pollution Engineering NOVEMBER 2014 used. The resulting water will then be piped to a reservoir where it will be blended with imported water and runoff, then piped to a drinking water plant for additional treat-ment and distribution. “The Orange County’s Groundwa-ter Replenishment System has used membrane filtration, reverse osmosis and ultraviolet/advanced oxidation to produce purified water since 2008 for its county,” said Murray. (Orange County’s system is discussed below.) Throughout the purification process, the water undergoes frequent testing and continuous monitoring. San Diego worked with the California Department of Public Health (now the Division of Drinking Water within the state Water Resources Control Board) and the Region-al Water Quality Control Board (RWQCB). The city engaged the Division of Drinking Water staff throughout the demonstration project’s reservoir study, from scripting out reservoir modeling scenarios to determining appropri-ate metrics for the reservoir’s performance as a barrier and ultimately to obtaining their concept approval of the proposed project. In September 2012, the division issued a letter to the city expressing its conceptual approval of the proposed San Vincente Reservoir Augmentation Project. The city similarly engaged the RWQCB throughout the reservoir study because it would have jurisdiction over a res-ervoir augmentation project. While the Division of Drink-ing Water’s main interests were in retention and dilution of the water in the reservoir, the RWQCB’s interest was the impact to reservoir water quality. “Reservoir modeling showed no adverse impacts of purified water on reservoir quality,” said Murray. The RWQCB issued its concept approval of the city’s proposed project in February 2013. The project will provide multiple benefits. It will pro-vide a more reliable water source, allow the city to become more water-independent, increase diversification, greatly reduce (and potentially eliminate) the need for expensive secondary upgrades at the Point Loma Water Treatment Plant, reduce ocean discharges in Point Loma and provide a system that is more resilient to drought, climate change and natural disaster. “That is, the project has the benefit of offloading some of the city’s wastewater from the system and eliminating the need for a costly update and capital improvements to that system,” said Murray. “There are also environmental benefits in reducing ocean discharges.” Orange County Water District While San Diego is working toward IPR, the Orange County Water District (Fountain Valley, Calif.) already has the technology in place. “Our interest in this devel-oped in the mid-1970s, when the Water District developed a project called Water Factory 21,” said Mike Markus, general manager. “This was the first project in the nation to use reverse osmosis to treat wastewater.” The water was injected into the ground along a seawater barrier that has been built along the coast, which prevents seawater Convincing the Public While the technology to treat water for reuse can be challenging, convincing the public to drink the water can be even more challenging. The Public Utilities Department of San Diego retained a nationally recognized consulting firm to assist with the outreach and public education on the project. The outreach effort began in the summer of 2011 and includes specialized services of three multi-cultural consultants, development of a comprehensive communications plan and strategy, coordination of speakers for bureau presentations, facility tours, community events, production of collateral materials, stakeholder involvement and media outreaches. “To date, we have reached more than 20,000 members of the public through these efforts and have seen acceptance of purified water rise from 26 percent in 2004 to 73 percent in 2012,” said Beth Murray, program manager, management support. “When it came to getting the word out to the public, our board was visionary,” said Mike Markus, general manager of the Orange County Water District (OCWD). “The board realized from the beginning that we would have to do some type of public outreach campaign.” In the mid-1990s, the OCWD conducted focus groups and polling and found out what concerns that the public had. It then went out and talked with its main customers, which were the 19 retail agencies that would be pumping the water out of the ground, and got letters of support from them. “We also went to our local political leaders at the state and federal levels and got their support,” said Markus. “We also reached out to and got the support, of the health and medical communities.” The OCWD then went out to service organizations such as the Kiwanis, Rotary, Chambers of Commerce, etc. It also reached out to the environmental community and was able to get their support, including the Surfriders Foundation, the Coastkeepers and the Sierra Club. “We ended up giving over 1,200 presentations in a 10-year period,” he said. “We had, and continue to have, no active opposition to the project.”
  • 32. This project became operational in 2008 and is currently the largest IPR project in the world. NOVEMBER 2014 www.pollutionengineering.com 29 from coming in and contaminating the groundwater base. “Since that time, we have become very large groundwater managers,” he said. “The system currently provides about 72 percent of the water supply to 2.4 million people.” In the mid-1990s, the OCWD wanted to expand its seawater barrier as a way to increase the Water Factory 21 from 15 MGD to 35 MGD. At the same time, the Orange County Sanitation District, which is located next to the OCWD, was considering the need to build a second ocean outfall. “As a result, we began to work together,” said Markus. “The idea was that if we would increase the size of our project to 70 MGD, the Sanitation District would not need to build the second ocean outfall, and they were willing to contribute half of the cost of our project.” In this project, the OCWD is using secondary effluent from the Sanitation District. “This project became operational in 2008 and is currently the largest IPR project in the world,” said Markus. Two years later, the OCWD board decided to expand the project from 70 MGD to 100 MGD. “We expect this new expansion to be completed by early 2015,” he said. In terms of the technology, since the OCWD is tak-ing secondary effluent from the Sanitation District, it is receiving wastewater that has already been treated and is safe enough to discharge into the ocean. “We then run this secondary effluent through a three-step process,” said Markus. The first is micro-filtration, which removes bac-teria, protozoa and suspended solids. “This is an effec-tive pretreatment to the second process, which is reverse osmosis, which removes dissolved minerals, viruses, pharmaceuticals and endocrine-disrupting chemicals,” he said. However, there are still some very small, low-weight molecular organics that can get through the reverse osmosis, and the third step, which is intense UV light with hydrogen peroxide, destroys these. “By the time the water has gone through this three-step process, it is as pure as distilled water,” he said. INTERVIEWEES: Mike Markus is the general manager for Orange County Water District in Fountain Valley, Calif.Send questions to Gina Ayala at gayala@ocwd.com. Beth Murray is the program manager, management support for the Public Utilities Department in San Diego. Send questions to her at BMurray@sandiego.gov.
  • 33. articulate is a word used in the environmental industry that simply means dust. The composi-tion 30 Pollution Engineering NOVEMBER 2014 and size of the particles can make a large difference in the potential impacts that must be considered and why it is so important to con-trol this special subspecies of dust.The JOS of the LACSD is a large regional sewerage system consisting of 17 sanitation districts, serving 73 cities and unincorpo-rated areas within Los Angeles County. The economies of scale and efficient operation of the large system have kept sewer rates in the districts among the lowest of all Califor-nia and U.S. sewerage agencies. What’s the Big Deal? Size is perhaps the most important of all the problems cre-ated by particles suspended in the air. A bar of aluminum is not dangerous, but if that same bar was milled into tiny dust-sized particles suspended in air and contained in an area, a tiny spark could easily ignite those particles. The Occupational Safety and Health Administration dis-cusses the dangers of what they refer to as explosible dust, which would be conditions that could allow rapid oxidation resulting in powerful explosions of materials that are not normally flammable. They provide examples such as an incident in West Virginia in 2010 when dust from titanium caused an explosion that killed three workers. In 2008, accu-mulated dust at a Georgia facility resulted in an explosion that killed 14 people. The U.S. Chemical Safety and Haz-ardous Investigation Board listed 281 combustible dust inci-dents between 1980 and 2005 that killed 119 people, injured another 718, and resulted in extensive property damage. But depending on the size of a dust particle, it can be aspirated and then lead to a much slower but just as dead-ly situation. The EPA has established airborne concentra-tions for any dust less than 10 microns because particles of this size can be drawn into the lungs where they can become attached and lead to infections. There is a separate standard for dust particles less than 2.5 microns because they can travel even deeper into the structure of the lungs. While dust masks can help reduce the particles, the commonly seen types that come 50 to a box at the local hardware store will not even slow down a 10 micron particle. Facial hair, even a light shadow, will destroy the capability of the mask to hold back much of the particles. Many people do not really relate to the the size of a particle or what a 10 micron particle would look like. In the first place, 10 microns is right at the limit of visibility for someone with good eyesight. Figure 1 is a table that Tiny particles can cause major damage to people when they are aspirated into a lung. Though diffi cult, these air pollution elements can be controlled. BY ROY BIGHAM AIR Particulate Control P Above: Figure 2: Cutaway schematic of a typical Cloud Chamber System shows its operational sequence. Based on new discoveries and patented innovations in electrofluidics, the CCS utilizes a unique method of charging water droplets and capturing particles.
  • 34. NOVEMBER 2014 www.pollutionengineering.com 31 provides an idea of the normal size range of some every-day substances. Keep In mind that particles larger than 10 microns can still be lodged in the bronchial tube and nose. So it is still important to use proper mask equipment to keep these critical pathways clean. Controlling Particles Controlling or removing such tiny particles can be a chal-lenge. An exhaust fan can move particles from a workplace but can also leave dead spaces. Additionally, if the problem is small particulate, then they cannot be exhausted either. A good plan is to hire a quality air flow engineer who can assist in system designs. A HEPA filter must be capable of removing 99.97 percent of particles 0.3 microns or larger, according to the Department of Energy standard 3020- 2005. Maintenance is critical with such filters. Some operations will require control of large volumes of particulate materials. For example, transferring coal or coal dust can yield very large volumes of small particles. The tiny particles are easily airborne and suspended because they are so light. Waste to energy plants can also produce high volumes of tiny particles if left uncontrolled. Calling in expert engineers can be helpful because what works in one place may not do so well in another. For example, in one plant that made cement in Michigan, it was determined that an electrostatic precipitator would easily remove the particles. The impact was quite dramatic. Before the plant installed the precipitator, the process emit-ted a whitish smoke from its stacks. When the installed pre-cipitator was activated, the smoke simply disappeared. The electrostatic precipitator worked by directing the air flow between charged plates. The particles were attracted to the charged plate by electromagnetic forces. Flow was periodi-cally changed to a different stack, and the electromagnetic plates were turned off. The collected dust fell to a hopper at the bottom of the stack and collected in super sacks that were easily moved and transported for disposal. The sacks contained the materials quite well. Company managers decided to install another system at a plant in a Southern state that made the same product. However, when the new system was activated, the smoke from the stack remained white. They ended up calling in the same engineer to come down and help solve the problem. It turned out that the source of the raw material was different enough, and that little difference in chemistry did not allow the particles to take on the same charge. It was a costly repair. Another practice to remove particulates from an exhaust air stream is a counter-flow sprayer system in which tiny particles will be removed from the exhaust gases by the well-dispersed water droplets. The water is collected at the bottom of the stack and treated as needed to remove the solids. The water can then be filtered and reused in the stack treatment. It is critical to work with a good supplier to choose the correct spray nozzle for the application. Bete Fog is a good source for such information. Another innovation used in this industry is a combina-tion of technologies called wet electrostatic precipitation (WESP). There are a few variations on this technology, and competition is high. Michael Beltran, president of Beltran Technologies Inc., wrote about WESP technology in Pollu-tion Engineering’s October 2012 issue (http://bit.ly/1x7F1NQ page 21). Their multistage system is capable of removing fine particulate and gas contamination from exhaust air streams. Taking the technology to the next level, Tri-Mer Corp. developed a Cloud Chamber System technology (see Fig-ure 2) that can capture particulates of all sizes, including the fine particles that are less than 2.5 microns, and gases simultaneously. In a Pollution Engineering article in June 2007 (http://bit.ly/1tXd8FR), Development Director Kevin Moss described in some detail how the system functioned. Basically, the system mimics nature by charging really tiny water particles so that they are attracted to the particles as well as to the gases. The combined materials collect and are easily treated as needed. One other source might be Eisenmann. They have a product called the WESP-2F that can remove fine particles as well as gases from an exhaust stream. These are certainly not the only methods of controlling particulate materials. It is important to properly character-ize the tiny bits and find a competent engineering advisor to help with the design. Figure 1: The chart provides a comparison of common particles in the atmosphere to provide an idea of the dimension of 10 and 2.5 microns.
  • 35. Protecting bay waters with a low-maintenance, long-lasting 32 Pollution Engineering NOVEMBER 2014 system was a high priority. niversal Environmental Solutions (UES) of Tampa, Fla., recently began operating its new industrial wastewater pre-treatment system. UES is an affiliate of Hendry Marine Indus-tries, an 88-year-old business that began as a dredger and is now a ship repair company. The plant was officially unveiled to the public on April 17 by Ed Kinley, president of the company, in a ceremony at the Hendry dry docks and berths in Port Tampa Bay. The new plant was designed to treat oily bilge water from ships using the Port of Tampa Bay in a manner that is highly protective of the environment. Bilge water is water that does not run off the ship’s deck and collects in the lowest part of the ship; it can include sea water taken in from rough seas, and it typically contains residual petro-leum hydrocarbons generated from leaks, routine repairs, cleaning and other maintenance activities conducted on board. Pollution prevention regulations prohibit the con-taminated oily bilge water from being pumped overboard. This facility was partially financed by an economic devel-opment opportunity from the state of Florida. The facility’s operation will benefit Florida not only because it minimizes potential marine pollution, but also the residuals from the plant are recycled by way of energy input production. The plant’s primary treatment method is based on the use of dissolved air flotation (DAF) technology, a proven technology that can be used to reduce biochemical oxy-gen demand (BOD), chemical oxygen demand (COD), nitrogen, phosphorus and certain metals in a wide variety of wastewater streams. The DAF was designed to treat influent concentrations of 2,000 milligrams per liter (mg/l) oil and grease (OG) and 500 mg/l total suspended solids (TSS) to less than 100 mg/l OG and 870 mg/l TSS, so that the effluent meets Tampa’s pre-treatment standard for disposal in the city’s sewer system. The major parts of the treatment plant complex include: • A 10,000 square foot operations building that houses, in containment, the treatment system and plant controls. • A transfer pipeline that allows oily bilge water to be off-loaded from ships docked at the Hendry berth. The pipeline is made of a fused high density polyethylene (HDPE) pipe and has double-walled construction to BY BRUCE CLARK, P.E. , SCS ENGINEERS U WATER NEW BILGE Water Treatment System Design Exhibit 1: Dissolved Air Flotation (DAF) unit is shown above.
  • 36. The new plant was designed to treat oily bilge water from ships using the Port of Tampa Bay in a manner that is highly protective of the environment. NOVEMBER 2014 www.pollutionengineering.com 33 capture leakage, allow-ing it to be re-processed. The interstitial space between the two pipe walls is continuously and automatically mon-itored for leakage from the operations building within the plant. • An aboveground bulk storage tank farm and transfer pump sys-tem. The tank farm receives the flow from the pipeline or tanker trucks and provides approximately 270,000 gallons of storage. The main tankage was creat-ed by refurbishing four steel tanks purchased from the city of Key Largo that were former-ly used at its wastewater treatment plant. Trans-fer pumps feed the DAF reactor at a maximum flow rate of approximately 175 gpm (252,000 GPD). The tank farm is surrounded by a concrete spill con-tainment wall built to the 100-year flood elevation. • A high volume “Butterworth/Gas Freeing” tank cleaning system at the Hendry Corporation shipyard. Cargo tanks of petroleum service barges are cleaned in advance of repair and “hot work/welding” in the shipyard. These cleaning efforts can result in as much as 1,000,000 gallons of wastewater treated per vessel. • A 10,000 gallon capacity DAF reactor unit (Exhibit 1) constructed of 304 stainless steel, mechanical peripherals and an automated control system manu-factured by Piedmont Technical Services, Charlotte, N.C. As the flow comes into the head of the DAF, more compressed air is introduced into the lower part of the unit. The compressed air bubbles rise through the flow and simultaneously sweep oily par-ticles up to the surface. The heavier solids continue to coagulate and sink to the bottom of the unit. The floating oily layer (called float) moves to the end of the unit where it is skimmed and processed to initially separate the oil from the water. • A chemical injection and mixing unit. As the flow comes into the treatment plant, flocculating chemicals and compressed air are introduced into the DAF piping system. The flow moves through a circuitous pipeline to allow time for the chemicals to start the flocculating process on the solids and oily droplets in the wastewa-ter. Bench tests conducted by the DAF vendor demon-strated the efficacy of the chemical application. • Two 1,000-gallon decant tanks that promote separa-tion of the float into two phases, an oily layer phase and a clarified water phase. The oil residue is then pumped out to the tank farm and stored in tote con-tainers where it is periodically transported to an off-site reclamation facility and refined for re-use. The clarified water is mixed in with the treated effluent from the DAF. • A sludge thickening area. Settled sludge drawn from the DAF unit is pumped to a sealed, water-tight roll-off box which is periodically transported for disposal of its contents at an off-site permitted solidification facility. Treated effluent discharged from the DAF unit is pumped into a new sanitary sewer gravity main which connects to Tampa’s main wastewater collection system. The flow rate is monitored by an ultrasonic meter and digital recorder. Redundant systems are used on the plant to reduce the potential for adverse environmental impact. These systems include 1.) placing the entire treatment system and related pumps and piping inside a covered spill containment area, including spill curbing for the sludge roll-off container, 2.) high-level alarms and pump shut-down in the farm tanks and DAF unit and 3.) use of double-walled piping with continuous interstitial leak monitoring for buried piping. The plant’s engineering design, permitting and con-struction plans were completed by SCS Engineers, Tampa. The plant required four environmental permits, three from the city and one from the county. The plant construction was handled by Seavy Associates, Tampa, Fla., and was completed in six months and within budget. Mr. Kinley indicated that the Hendry facility provides a significant amount of space for future expansion of the treatment plant as other wastewater sources are anticipated. Ed Kinley is president of Universal Environmental Solutions LLC, Tampa, Fla. Bruce Clark, P.E., is a project director with SCS Engineers in Tampa, Fla. Send questions and comments to him at bclark@ scsengineers.com.
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