LaMotte 7446-01 User manual

STORMWATCH
DRAIN MONITORING KIT
Code 7446-01
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 OVERVIEW
According the U.S. Census Bureau, the world’s population went from 2.5 billion in 1950 to 6 billion in 2000 and is on pace to exceed 9 billion by 2050. We will soon have 3 times the global population we had only in 1950, and with this growth comes enormous impacts on the surface of our globe. As buildings and pavement
expand so do our obligations to control stormwater euents. Urban development
creates new pollution, which can either be washed or directly dumped into storm
sewer systems, and ultimately into our waterways and coastal areas. Storm runo leaving developed urban areas is signicantly greater in inorganic content than runo from the same area prior to development.
Stormwater is typically dened as water that is created as a result of a precipitation event. This water may ow through any path (gully, stream, conduit, channel, etc.) or adjacent area that is subject to overow or ood water
generated from that event. This water passes through a wide variety of natural
or articial environments, often sweeping organic and inorganic constituents
into the watercourse through municipal storm drain systems. These environments can include pipeline projects, construction sites, landscaped areas,
agricultural runo, irrigation
ditches, industrial sites, and a variety of other sources. In most cases this material is eventually fed into a stream, river, or other waterway, contributing to the overall pollutant load in that body of water.
While onsite sampling and osite
testing can be completed over the course of a number of days, the source of this outfall continues to contaminate the watercourse with both inorganic and organic constituents during subsequent precipitation events. A means is required by which to screen the outfall to potentially determine its source, the contribution it is making to the pollutant load, and the proper course of action to take.
Instrumentation and reagent systems are currently available to make
measurements necessary to provide a preliminary screening of the outow, and
determine whether it is contributing to the overall pollutant load as it relates to inorganic constituents. In many cases these measurements can be made near the source, using handheld instrumentation and test kits, which may provide some
indication as to the source and content of the outow, or provide some indication
of what additional testing is required.
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EXAMPLES OF OUTFLOWS
Outows attributable to a rainwater event can occur across a number of dierent
environments.
These include:
• Agricultural runoff
• Industrial sites
• Construction sites
• Irrigation runoff
• Parking lots and pavement
• Other
While illicit discharges of various chemical constituents into stormwater drains
represent a portion of the overall problem, these are not normally dened as stormwater events. These outows can contain a wide variety of both inorganic
and organic contaminants, and must be considered when characterizing the
source of outow. Inorganic constituents can often provide an indicator of such outows when used in a manner that takes all indicators into account.
Where there are questions and concerns, either generated through the use of inorganic indicators, or when there are suspicions regarding organic contaminants, samples should be sent for further analysis.
While individual test measurements can be eectively used for screening outows,
long term trends are important after establishing baseline values for inorganic
indicators (and organic indicators as needed).
MAKING MEASUREMENTS
Colorimetric
Colorimetric methods are based on the intensity of color produced by a chemical reaction. The color of the reaction is matched to a precision matched color bar using an Octa-Slide 2 Comparator.
Turbidimetric
The turbidity concentration is determined by the degree to which black lines on the tube are obscured when compared to calibrated targets.
Detergent
Anionic surfactants are extracted with toluene and break up an ion pair, releasing bromphenol blue into a water layer.
Electrometric pH
When the TRACER is immersed in the sample, the meter measures the dierence
in electrical potential between the electrode and the reference electrode. The electronic measurement is converted from millivolts to pH units, and the result appears on the display.
3
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INDICATORS
Chlorine
Chlorine is used throughout the country to disinfect tap water, except where private wells provide the water supply. Unfortunately, chlorine is extremely volatile, and even moderate levels of organic materials can cause chlorine levels to drop below detection levels. Because chlorine is unstable, it is not a reliable indicator, although if very high chlorine levels are measured, it is a strong indication of a water line break, swimming pool discharge, or industrial discharge from a chlorine bleaching process.
Copper
Copper can arise from the corrosive actions of water leaching copper from copper pipes in building condensate systems and heat exchangers. High concentrations of copper can come from a variety of other sources including vehicle brake pads,
pesticides and soil erosion, plating operations, vehicle uid leaks and dumping.
Phenols
Phenols are used in heavy or industrial cleaning solutions, plating operations, coal
coking and renery operations. They are also a product of plating operations and
are used as an anticaking ingredient in road salts.
Turbidity
Turbidity in water is caused by suspended particles or colloidal matter that obstructs light transmission through the water. It may be caused by inorganic or
organic matter or a combination of the two. Microorganisms (bacteria, viruses and
protozoa) are typically attached to particulates. Turbidity in some groundwater sources is a consequence of inert clay or chalk particles or the precipitation of nonsoluble reduced iron and other oxides . Turbidity in surface waters may be the result of particulate matter of many types and is more likely to include attached microorganisms that are a threat to health.
Detergents
In many countries, persistent types of anionic detergent have been replaced by others that are more easily biodegraded, and hence the levels found in water sources have decreased substantially. The concentration of detergents should not be allowed to reach levels giving rise to either foaming or taste problems. The presence of any detergent may indicate contamination of source water with sewage or ingress of detergent solution into the distribution system, as a result of
back-ow, for example.
pH
Most discharge ow types are neutral, having a pH value around 7, although
groundwater concentrations can be somewhat variable. pH is a reasonably good indicator for liquid wastes from industries, which can have very high or low pH
(ranging from 3 to 12). The pH of residential wash water tends to be rather basic (pH of 8 or 9). Although pH data is often not conclusive by itself, it can identify
problem outfalls that merit follow-up investigations. Normal rainwater has a pH of approximately 5.6
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Test Factor Methodology Action Level
Total Residual Chlorine
Total Copper Copper ions form a yellow colored chelate with
Total Phenol 4-Aminoantipyrine is oxidized in the presence of
Turbidity The turbidity is determined by comparing the degree
Detergents (Surfactants)
pH An ion specic electrode is used to measure
Combined forms of chlorine react with DPD in the presence of potassium iodide to produce a red color. Color is compared to a known standard using a comparator.
diethyldithiocarbamate around pH 9-10 in
proportion to the concentration of copper in the sample. Color is compared to a known standard using a comparator.
all ortho- and meta-substituted phenols to form a colored complex in proportion to the amount of phenol present. Color is compared to a known standard using a comparator.
to which black lines on a tube are obscured by the sample when compared to targets ina comparator.
The presence of LAS (Linear Alkylbenzene Sulfonate) in the water sample causes the transfer of bromphenol blue dye from the organic reagent layer to the aqueous layer. The amount of color in the aqueous layer is proportional to the concentration of the LAS in the sample.
potential across the salt bridge created by an electronic meter with a probe.
≥0.30 ppm
≥0.50 ppm
≥1.00 ppm
Non specied
≥0.40 ppm
<6 or >9
5
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USE OF THE OCTA-SLIDE 2 VIEWER
The Octa-Slide 2 Viewer should be held so non­direct light enters through the back of the Viewer. Insert the reacted sample into the top of the Viewer. Slide the Octa-Slide 2 Bar into the Viewer and match the color of the reaction to the color standards.
GLASSWARE CLEANING PROCEDURE
It is important to rinse test tubes with Deionized Water, three times in succession, after each test procedure is completed. At the end of each day, all sampling
and test glassware should be brushed with a test tube brush (0514) and dilute
dishwashing detergent and rinsed three times with Deionized Water.
To avoid possible detergent test interference, do not use detergent to clean
Detergent Bottle (0800), rinse three times with Deionized Water only.
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FIELD TEST PROCEDURES
1
2
3
4
5
6
TOTAL RESIDUAL CHLORINE
QUANTITY CONTENTS CODE
50 Chlorine DPD #4R Tablets 6899A-J
2 Test Tube, 2.5-5-10 mL, plastic, w/caps 0106
1 Chlorine Octa-Slide 2 Bar, 0.2-3.0 ppm 3401-01
*WARNING: Reagents marked with an * are considered to be potential health hazards. To view or
PROCEDURE
Insert Chlorine Octa-Slide 2 Bar (3401-01) into the Octa-Slide 2 Viewer (1101).
Cap and mix until tablet disintegrates.
Fill a test tube (0106) to the 5 mL line with the water sample.
Insert test tube into Octa­Slide 2 Viewer.
Add one Chlorine DPD #4R Tablet (6899A).
Match sample color to a color standard. Record as ppm Total Residual Chlorine.
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COPPER
QUANTITY CONTENTS CODE
30 mL *Copper 1 *6446-G
2 Test Tube, 2.5-5-10 mL, plastic, w/caps 0106
1 Copper Octa-Slide 2 bar, 0-4.0 ppm 3435-01
*WARNING: Reagents marked with an * are considered to be potential health hazards. To view or
PROCEDURE
1
Insert the Copper Octa­Slide 2 bar (3435-01) into the Octa­Slide 2 Viewer (1101).
4
Cap and mix.
2
5
Fill a test tube (0106) to the 10 mL line with sample water.
Insert test tube into Octa­Slide 2 Viewer.
3
6
Add 5 drops of *Copper 1 (6446).
Match sample color to a color standard. Record as ppm Copper.
8
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PHENOLS
QUANTITY CONTENTS CODE
10 g Aminoantipyrine Reagent 7825-D
60 mL *Ammonia Hydroxide Solution *7826-H
2 x 100 mL Potassium Ferricyanide Solution 7827-J
1 Spoon, 0.1 g 0699
1 Pipet, plain, glass, w/cap 0344
1 Pipet Assembly, 1.0 mL, plastic, w/cap 0330
2 Test Tube, plastic, w/caps 0106
1 Phenols Octa-Slide 2 bar, 0-5 ppm 3434-01
1 Sample Reaction Tube 0837
*WARNING: Reagents marked with an * are considered to be potential health hazards. To view or
PROCEDURE
1
Insert the Phenols Octa-Slide 2 bar (3434-01) into the Octa­Slide 2 Viewer (1101).
4
Use the unmarked pipet (0344) to add 4 drops of *Ammonium Hydroxide Solution (7826). Cap and mix.
2
Fill Sample Reaction Tube (0837) to the line with sample water.
5
Use the 1.0 mL pipet (0330) to add 2 mL (2 measures) of Potassium Ferricyanide Solution (7827). Cap and mix. Solution will turn orange/pink if phenols are present.
9
3
Use 0.1 g spoon (0699) to add 1 measure of Aminoantipyrine Reagent (7825). Cap and mix.
6
Fill test tube (0106) to 10 mlL line with solution. Cap.
Insert tube into Octa­Slide Viewer (1101). Match sample color to a color standard. Record as ppm Phenols.
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TURBIDITY
1
2
3
4
5
QUANTITY CONTENTS CODE
2 Test Tube, 2.5-5-10 mL, plastic, w/caps, with line 0106-WL
1 Turbidity Octa-Slide 2 bar, Low-Med-High 3436-01
PROCEDURE
Insert Turbidity Octa-Slide 2 Bar (3436-01) into the Octa­Slide 2 Viewer (1101).
Match sample with the standards by comparing the degree to which the black lines are obscured by the turbidity (cloudiness) of the sample.
Low 0-50 FTUs
Medium 75-150 FTUs
High 200-500 FTUs
Fill a test tube (0106-WL) to the 10 mL line with sample water.
Disregard any differences in color between the sample and the standards. The test is based on the degree of turnidity, not color. Record as Low, Medium or High.
Insert test tube into the Octa-Slide 2 Viewer with the printing on the tube facing away from the operator.
NOTE:
Throughly clean tubes after each use.
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DETERGENT
QUANTITY CONTENTS CODE
60 g Detergent Reagent #1 7444-H
3 x 100 mL *Detergent Reagent #2 *6037-J
100 mL *Detergent Reagent #3 *7445-J
1 Pipet, 0.5 mL, glass, w/cap 0335
1 Spoon, 1.0 g 0697
1 French Bottle, Calibrated to 65 & 75 mL 0800
*WARNING: Reagents marked with an * are considered to be potential health hazards. To view or
PROCEDURE
1
4
Fill bottle (0800) to 65 mL line with sample water.
Fill to 75 mL line with Detergent Reagent #2.
2
5
Use the 1.0 g spoon (0697) to add 2 measures of Detergent Reagent #1 (7444).
Use pipet (0335) to add 0.5 mL *Detergent #3 (7445). Shake vigorously for 15 seconds. Wait until layers separate (20-30 seconds). If the top layer is light blue, less that 0.1 mL detergent is present and no further testing is necessary. If top layer is colorless, continue adding *Detergent Reagent #3 , 0.5 mL at a time, shaking vigorously for 15 seconds after each addition, allowing the layers to separate until the top layer is light blue. Count the number of additions of 0.5 mL of *Detergent Reagent #3 required to change the top layer from colorless to light blue.
3
Shake until dissolved.
6
Detergent concentrations in ppm = (Number of pipets Detergent # 3 -1) x 0.1
Example: It takes 9 pipets to turn the top layer blue. (9-1) x 0.1 = 0.8. The amount of detergent is greater than 0.7 ppm but less than 0.9 ppm detergent.
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pH • TRACER
1
2
3
For complete instructions, see the TRACER manual.
Before rst use, hold the meter by the top battery compartment and swiftly tap the back of the meter downward into your palm (not a hard surface). This assures
that the internal electrolyte moves to the very tip of the electrode. The electrolyte
should ll the circular junction window at the tip of the electrode.
Before rst use or after storage, soak the electrode in tap water or pH buer
solution for about 10 minutes.
For the most accurate results, allow sucient time for the temperature of the
probe to reach the temperature of the sample before calibrating. This will be indicated by a stable temperature reading on the display.
CALIBRATION
The TRACER can be calibrated at 1, 2 or 3 points. For the most accurate results
with a two point calibration, calibrate the TRACER with a pH 7 buer rst, then calibrate with either a pH 4 or pH 10 buer whichever is closest to the pH value of
the sample to be tested. When performing a three point calibration, calibrate with
the pH 7 buer rst, followed with the pH 4 buer and then the pH 10 buer.
Preparation of Buers
Fill a sample cup with 20 mL of distilled or deionized water.
Add one buffer tablet:
pH 4.0 Code 3983A
OR pH 7.0 Code 3984A
OR pH 10.0 Code 3985A.
Use the tablet crusher (0175) to crush the tablet. Stir until the tablet has disintegrated.
NOTE: Buers should be prepared fresh daily.
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Calibration
1
Fill a sample cup to the 20 mL line with a buffer
2
Press the ON/OFF button to turn the
MODE
CAL
TRACER
ON OFF
ON.
solution.
3
Place the electrode in the buffer solution. Press and hold the CAL/RECALL button
CAL
until “CAL” appears in the
MODE
CAL
lower display. The meter will
ON OFF
automatically recognize the buffer and calibrate itself to that value. The circled number on the display will match the value of the buffer.
During the
4
calibration the pH value on the display
will ash. When
the calibration is complete, the TRACER will display “SA” and “End” and return to normal operation.
The appropriately
5
circled indicator (L, M or H) will appear on the display when a calibration has been completed within one power on cycle.
For a two or three
6
point calibration, repeat steps 1-5 with the remaining buffers.
When the TRACER is turned off, the circled indicator
conguration and the
calibration data will be memorized.
NOTE: If the buffer solution is more than 1 pH unit off from 4, 7, or 10, or the electrode slope is low, the meter will assume that there is an error and the calibration will be terminated. END will be displayed.
MEASUREMENT
For small samples ll
1
a sample cup to the 20 mL line with the test sample.
Sample depth must be greater than or equal to 1.5 inches.
4
Slowly stir the sample with the TRACER
MODE
CAL
to remove air
ON OFF
bubbles.
2
MODE
CAL
ON OFF
5
The reading will
ash until it has
stabilized. This may take
several seconds depending on the buffer capacity sample.
13
Press the ON/OFF button.
of the
3
CAL
MODE
CAL
ON OFF
6
Rinse the electrode in distilled water. Replace the cap.
Immerse the TRACER in the sample. Make sure the electrode is completely submersed.
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KIT CONTENTS
Quantity Contents Code
50
30 mL
10 g
60 mL
2 x 100 mL
60 g
3 x 100 mL
100 mL
20
20
20
1
1
1
1
1
2
6
1
1
1
1
1
1
1
1
1
1
1
*WARNING: Reagents marked with an * are considered to be potential health hazards. To view or
Chlorine DPD #4R Tablets 6899A-H
*Copper 1 *6446-G
Aminoantipyrine Reagent 7825-D
*Ammonium Hydroxide Solution *7826-H
Potassium Ferricyanide Solution 7827-J
*Detergent Reagent #1 *7444-H
*Detergent Reagent #2 *6037-J
*Detergent Reagent #3 *7445-J
pH 4.0 MiniBuer Tablets
pH 7.0 MiniBuer Tablets
pH 10.0 MiniBuer Tablets
----
----
----
Spoon, 0.1 g 0699
Spoon, 1.0 g 0697
Pipet, plain, glass, w/cap 0344
Pipet Assembly, 1.0 mL, plastic, w/cap 0330
Pipet Assembly, 0.5 mL, glass, w/cap 0335
Test Tubes, 2.5–10 mL, plastic, w/caps, with line 0106-WL
Test Tubes, 2.5–5–10 mL, plastic, w/caps 0106
Sample Reaction Tube, glass 0837
Bottle, French, calibrated to 65 & 75 mL 0800
Sample Cup, 20 mL, plastic
----
Tablet Crusher 0175
Test Tube Brush 0514
Chlorine Octa-Slide 2 Bar, 0.2–3.0 ppm 3401-01
Copper Octa-Slide 2 Bar, 0–4.0 ppm 3435-01
Phenols Octa-Slide 2 Bar, 0–5 ppm 3434-01
Turbidity Octa-Slide 2 Bar, Low-Med-High 3436-01
Octa-Slide Viewer 1101
TRACER, pH ----
14
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