WI0100576_Permit (Issuance)_20200219 (2)

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TRA N S MITTA L
148 River Street, Suite 220 [phone]
Greenville, South Carolina 29601 FAX [phone]
TO: Shristi Shrestha DATE: 02/17/2020
NCDEQ DWR UIC Program FROM: Todd Plating
1636 Mail Service Center PROJECT NAME: Asheville Tracer Study
Raleigh, NC 27669 PROJECT NUMBER: 1026.102.51
Cc:
® ENCLOSED
DELIVERY METHOD
❑ US MAIL
ITEMS
❑ ORIGINAL
❑ VENDOR
❑ UNDER SEPARATE COVER
® OVERNIGHT
® PRINTS
® ELECTRONIC FILES
❑ COURIER
❑ SAMPLES
❑ OTTER(Via Email)
❑ SPECIFICATIONS
❑ OTHER
Item No. Copies _ Description
1 1 1 — Hardcopy Notification of Intent —
Asheville Steam Electric Plant Tracer Stu
2 1 1- Flash Drive — Same as above
*ACTION SCHEDULE:
NET
NO EXCEPTIONS TAKEN
MCN
MAKE CORRECTIONS NOTED
R
REJECTED
FYU
FOR YOUR USE
RR
REVISE AND RESUBMIT
Action*
FYU
IFA
ISSUED FOR APPROVAL
IFC
ISSUED FOR CONSTRUCTION
IFR
ISSUED FOR REVIEW
IFI
ISSUED FOR INFORMATION
IFP
ISSUED FOR PERMITTING
BY:
FYU

NC Department of Environmental Quality — Division of Water Resources (DWR)
NOTIFICATION OF INTENT (NOI) TO CONSTRUCT OR OPERATE INJECTION WELLS
The following are "permitted by rule" and do not require an individual permit when constructed in accordance
with the rules of ISA NCAC 02C.0200 (NOTE: This form must be received at least 14 DAYS prior to injection
AQUIFER TEST WELLS (15A NCAC 02C .02201
These wells are used to inject uncontaminated fluid into an aquifer to determine aquifer hydraulic characteristics.
INSITU REMEDIATION i15A NCAC 02C .02251 or TRACER WELLS (15A NCAC 02C .0229):
1) Passive Injection Systems - In -well delivery systems to diffuse injectants into the subsurface. Examples include
ORC socks, iSOC systems, and other gas infusion methods (Note: Injection Event Records (IER) do not need to be
submitted for replacement of each sock used in ORC systems).
2) Small -Scale Injection Operations — Injection wells located within a land surface area not to exceed 10,000
square feet for the purpose of soil or groundwater remediation or tracer tests. An individual permit shall be required
for test or treatment areas exceeding 10,000 square feet.
3) Pilot Tests - Preliminary studies conducted for the purpose of evaluating the technical feasibility of a
remediation strategy in order to develop a full scale remediation plan for future implementation, and where the
surface area of the injection zone wells is located within an area that does not exceed five percent of the land surface
above the known extent of groundwater contamination. An individual permit shall be required to conduct more
than one pilot test on any separate groundwater contaminant plume.
4) Air Injection Wells - Used to inject ambient air to enhance in -situ treatment of soil or groundwater.
Print Clearly or Type Information. Illegible Submittals Will Be Returned as Incomplete.
DATE: February 14, 2020 PERMIT NO. VV 3-01 O D 5-T(Go (to be filled in by DWR)
NOTE- If this NOI is being submitted as notification of a modification of a previously issued NOI for this site (e.g.,
different injection wells, plume, additives, etc.) and still meets the deemed permitted by rule criteria, provide the
previously assigned permit tracking number and any needed relevant information to assess and approve injection:
Permit No. WI Issued Date:
A. WELL TYPE TO BE CONSTRUCTED OR OPERATED
(1) Air Injection Well......................................Complete sections B through F, J, M
(2) Aquifer Test Well.......................................Complete sections B through F, J, M
(3) Passive Injection System...............................Complete sections B through F, H-M
(4) Small -Scale Injection Operation ......................Complete sections B through M
(5) Pilot Test.................................................Complete sections B through M
(6) X Tracer Injection Well...................................Complete sections B through M
B. STATUS OF WELL OWNER: Business/Organization
Deemed Permitted GW Remediation NOI Rev. 10-14-2019
Page I

C. WELL OWNER(S) — State name of Business/Agency, and Name and Title of person delegated authority to
sign on behalf of the business or agency:
Name(s): DUKE ENERGY PROGRESS. LLC — BRYSON ALLISON — ENGINEER
Mailing Address: 526 SOUTH CHURCH STREET
City: CHARLOTTE State: NC Zip Code: 28202 County: MECKLENBURG
Day Tele No.: 980-373-6636 Cell No.: 706-910-9638
EMAIL Address: bryson.allison, duke-energG .. Fax No.: Not Applicable
D. PROPERTY OWNER(S) (if different than well owner/applicant)
Name and Title: ANTONIO D. PRICE, PE — ASHEVILLE PLANT GENERAL MANAGER
Company Name DUKE ENERGY PROGRESS, LLC
Mailing Address: 46 DUKE ENERGY LANE
City: ARDEN State: NC Zip Code: 28704 County: BUNCOMBE
Day Tele No.: _828 650-0620 Cell No.: 919 696-2637
EMAIL Address:_ Antonio.Price(-r-vduke-eneM.com Fax No.: N/A
E. PROJECT CONTACT (Typically Environmental Consulting/Engineering Firm)
Name and Title: TODD PLATING — PROJECT MANAGER
Company Name SYNTERRA CORPORATION
Mailing Address: 148 RIVER ST, SUITE 220
City: GREENVILLE State: SC Zip Code: 29601 County: GREENVILLE
Day Tele No.: 864-421-9999 Cell No.: 864-420-8656
EMAIL Address: [e-mail] Fax No.: 864-421-9909
F. PHYSICAL LOCATION OF WELL SITE
(1) Facility Name & Address: ASHEVILLE STEAM ELECTRIC PLANT
46 DUKE ENERGY LANE
City: ARDEN County: BUNCOMBE Zip Code: 28704
(2) Geographic Coordinates: Latitude**: 351 28' 10.37" or °
Longitude**: 820 32' 34.79" or °
Reference Datum: PRIME MERIDIAN Accuracy: 0.01 ARC SECONDS
Method of Collection: GOOGLE EARTH PRO
**FOR AIR INJECTION AND AQUIFER TEST WELLS ONLY: A FACILITY SITE MAP WITH PROPERTY
BOUNDARIES MAY BE SUBMITTED IN LIEU OF GEOGRAPHIC COORDINATES.
G. TREATMENT AREA
Land surface area of contaminant plume: square feet NOT APPLICABLE — Tracer Study
Land surface area of inj. well network:
square feet (< 10,000 ft2 for small-scale injections)
Percent of contaminant plume area to be treated, (must be < 5% of plume for pilot test injections)
H. INJECTION ZONE MAPS — Attach the following to the notification.
(1) Contaminant plume map(s) with isoconcentration lines that show the horizontal extent of the
contaminant plume in soil and groundwater, existing and proposed monitoring wells, and existing and
proposed injection wells; and
Deemed Permitted GW Remediation NOI Rev. 10-14-2019 Page 2

(2) Cross-section(s) to the known or projected depth of contamination that show the horizontal and vertical
extent of the contaminant plume in soil and groundwater, changes in lithology, existing and proposed
monitoring wells, and existing and proposed injection wells.
(3) Potentiometric surface map(s) indicating the rate and direction of groundwater movement, plus existing
and proposed wells.
I. DESCRIPTION OF PROPOSED INJECTION ACTIVITIES AT THE SITE — Provide a brief narrative
regarding the cause of the contamination, and purpose, scope, goals of the proposed injection activity:
A dye trace study is proposed to identify the source of low pH water that has begun to discharge into a seep.
within the Upper East Channel. see attached Figure. The Upper East Channel is a storm water conveyance swale-
lined with aggregate. It was designed and installed during the excavation and closure of the former ash basin.
The water from the seep has similar characteristics as groundwater from the area of the former coal pile.
Sixteen ounces of red fluorescent Rhodamine WT d_e (Kingscote Chemicals Bright Dyes® FWT Red 50 Liquid)
is proposed to be infiltrated into the bedrock aquifer flow zone through existing monitoring well CPA-413R,
which is located in the vicinity of the former coal pile. Water quality at the seep location will then be monitored
at the seep for the appearance of the dye to confirm or rule out a hydraulic connection between the two areas.
The elevation of the seep is approximately 10 feet lower in elevation than the screened interval of well CPA-
4BR.
J. WELL CONSTRUCTION DATA
(1) No. of injection wells:
Proposed 1 Existing (provide NC Well
Construction Record (GW-1) for each well) — Existing Well CPA4BR
(2) Appx. injection depths (BLS):_31 to 41 feet below land surface
(3) For Proposed wells or Existing wells not having GW-Is, provide well construction details for each
injection well in a diagram or table format. A single diagram or line in a table can be used for
multiple wells with the same construction details. Well construction details shall include the
following (indicate if construction is proposed or as -built):
(a) Well type as permanent, Geoprobe/DPT, or subsurface distribution infiltration gallery
(b) Depth below land surface of casing, each grout type and depth, screen, and sand pack
(c) Well contractor name and certification number
K. INJECTION SUMMARY
NOTE: Only injectants approved by the epidemiology section of the NC Division of Public Health, Department
of Health and Human Services can be injected. Approved injectants can be found online at
httR:Hdcq.nc.- ov/about/divisions/water-resources/water-resources-permits/wastewater-branch/ground-water-
protection/,,round-water-approved-injectants. All other substances must be reviewed by the DHHSprior to use.
Contact the UIC Program for more info if_ you wish to get approval for a different additive. However. please
note it may take 3 months or longer.
Deemed Permitted GW Remediation NOI Rev. 10-14-2019 Page 3

Injectant_ iodamine WT (FWT Red 50) Total Amt. to be injected (gal)/event: 16 oz 0.125 gal/event
Injectant: Total Amt. to be injected (gal)/event:
Amt. Water to be injected (gal/event):
5 gallons
Total Amt. to be injected (gal/event): 5.125 gallons
No. of separate injection events: 1 Est. Total Amt. to be injected (gal): 5.125 gallons
Source of Water (if applicable): Steam Plant Potable Water Supph
L. MONITORING PLAN — Describe below or in separate attachment a monitoring plan to be used to determine
if violations of groundwater quality standards specified in Subchapter 02L result from the injection activity.
Water discharging; from the seep into th(- inper East Channel will be monitored for the presence of FWT Red
50 dye using a geochemical sonde and data log,. ger (Cps -7F). The fluorometer performance has a minimum
detection limit of 0.01 parts per billion to Rhodamine dye. The geochemical sonde will be programmed to take
a measurement once each day. in addition to monitoring the seep, four bedrock monitoring wells will be sampled
on a weekly basis to evaluate other potential flow paths from the injection well and to provide an indication of
the groundwater flow velocity:
• Wells CPA-5BR and CPA-6BR will be monitored to determine if flow from the infection well CPA-
4BR is moving to the west/southwest.
• Wells CPA-313R and GW-1 BR will be monitored to determine if flow from the iniection well is
eastward from the injection well.
Monitorirtg of these wells will be by collecting a.grab sample with a bailer and checking the water column for
fluorescence using field screening, procedures. Depths to water in the four monitoring wells and the injection
well will also be measured each time the wells are sampled.
The tracer dye test is estimated to be conducted over a 3-month period, depending on the results of the field
screening. Additional time may, be allocated, if deemed necessary to better evaluate groundwater flow and
discharge to the Upper East Channel.
Over time, the concentration of dye in the bedrock flow zone will decrease due to dispersion, and dilution within
the Nuifer.
M. SIGNATURE OF APPLICANT AND PROPERTY OWNER
Well Owner/Applicant: "I hereby certify, under penalty of law, that I am familiar with the information
submitted in this document and all attachments thereto and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, I believe that the information is true, accurate and
complete. I am aware that there are significant penalties, including the possibility of fines and imprisonment,
for submittingfalse information. 1 agree to construct, operate, maintain, repair, and if applicable, abandon the
injection well and all related appurtenances in accordance with the 15A NCAC 02C 0200 Rules. "
Digitally signed by L. Bryson S.
L. Bryson S. Allison Allison
Date: 2020.02.14 14:23:40-05'00'
Signature of Applicant
L. Bryson Sheetz Allison, EHS Engineer
Print or Type Full Name and Title
Deemed Permitted GW Remediation NOI Rev. 10-14-2019 Page 4

Property Owner of the property is not owned bA the Well Owner/Applicant)
"As owner of the property on which the injection ivell(s) are to be constructed and operated, I hereby consent to
allow the applicant to construct each injection well as outlined in this application and agree that it shall be the
responsibility of the applicant to ensure that the injection ivell(s) conform to the Well Construction Standards
(l--;A rtiVAC 02C.020t). "
"Owner" means any person who holds the fee or other property rights in the well being constructed. A well
is real property and its construction on land shall be deemed to vest ownership in the land owner, in the
absence of contrary agreement in writing.
Signature" of property Owner (if different from applicant) Print or Type Full Name and Title
"An access agreement benveen the applicant and property owner may be submitted in lieu of a signature on this form.
Please send I (one) hard color copy of this NOI along with a copy on an attached CD or Flash Drive at least
two (2) weeks prior to injection to:
DWR — UIC Program
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone: [phone]
Deemed Permitted GW Remediation NOl Rev 10-14-2019 Page 5

Attachments
Site Map with Seep and Monitoring Well Locations
GW-1 Form for Well CPA-4BR
Technical Data Bulletin — FWT Red 50 Dye
Safety Data Sheet — FWT Red 50 Dye
Cyclops 7 Technical Data Sheet
Deemed Permitted GW Remediation NOI Rev. 10-14-2019 Page 6

PROJECT: Asheville Steam Plant
WELL / BORING NO: CPA-4BR
PROJECT NO: 1026.102
STARTED: 11/27/18 COMPLETED: 12/20/18
DRILLING COMPANY: Geologic Exploration
NORTHING: EASTING:
DRILLING METHOD: HSA/Air Rotary
G.S. ELEV: ft MSL M.P. ELEV: ft MSL
BOREHOLE DIAMETER: 10 and 6 IN
DEPTH TO WATER: 16.60 ft TOC TOTAL DEPTH: 41.0 ft BGS
NOTES:
LOGGED BY: G. Barrier CHECKED BY: T. Platin
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WELL
o f CONSTRUCTION
Q
DESCRIPTION
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covering
SILT, sandy -fine to medium, tan, PWR
5
SILT, sandy -fine to mediium, tan/white/ black, foliation,
PWR
10
- Neat cement grout
-6" sch 40 PVC surface
casing
SILT, sandy -fine to mediium, tan/white/ black, more
defined foiliation, PWR
15
:
-2" sch 40 PVC riser
20
25
- Bentonite seal
BEDROCK, fractures at 25', 31', 33', 35', and 41'
30
"w
35
•',_
-Filter pack (#2 silica sand)
2" pre -packed well screen
} w
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40
45
Duke Energy Progress, LLC.
SynCLIENT:
48 R PROJECT LOCATION: Arden, NC
River
148 River Street, Suite 220
�e Greenville, South Carolina 29601
.synPhone:864-421-9999 PAGE 1 OF 1

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
I. Well Contractor Information:
NICHOLAS HAYES
Well Contractor Name
A - 4121
NC Well Contractor Cenificaiiun Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit ff.
list ale applicable well construction perudsx (ie. Cannrp, .Sane. Variance, etc.)
3. Well Use (check well use):
❑Agricultural
❑Geothermal (I'leating/Cooling Supply)
❑ IndusiriallCummercial
Non -Water Supply
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
C
Inlecrtan weu:
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Sturmwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Gcothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under #21 Remarks)
4. Date Well(s) Completed: 12/20/18 Well ID# CPA-48R
5a. Well Location:
ASHEVILLE STEAM STATION
Facility/thvner Name Facility ID# (ifapplicable)
200 C P & L DRIVE ARDEN 28704
Physical Address, City, and Zip
BUNCOMBE
County
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field. one faillong is sufficient)
350 28' 10,37" N 82" 32' 34.79" W
6. is (are) the well(s): 21'ermanent or ❑Tempurary
7. is this a repair to an existing well: Dyes or t]No
If this is Li repair, fiR am kttmrn treq c'nnslnrc•1/ore injirrnraiiou ant/ expinirr nc�• nnam aflhe
reperir iauler 421 remarks section err on the hack (J'this fhrm.
8. Number of wells constructed: 1
bar nruhiplc itlection or non-irater.supply irefls ONLY frith the some construction, tent can
snhnrir one form.
9. Total well depth below land surface: 41.0
Far nntlriplr Ire/lr list all depdre ifrl/ffer¢trt (eran+plc- JQ?IXl'a@ ij)•)
10. Static water level below top or casing: 8.0
If crater level is above caring, ose '• . ••
11. Borehole diameter: 6.0110.0
For Internal Use ONLY
14. WATER ZONES
i FROM TO DESCRIPTION
H. ft.
rr. H.
15. OUTER CASING I fur multi cased welts OR LINER Ira licablel
FROM TU DIAA1e1'I THICKNESS MATERIAL
0.0 f' 23.0 ft. 6.0 t" SCH 40 PVC
16. INNER CASING OR TUBING eothermel closed-loorpi
FROM TO DIAMETER THICKNESS I MATERIAL
0.0 f'• 31.0 ft. 2.0 In' SCH 40 PVC
fr. I R, in.
17. SCREEN
FROM TO DIAMETER SLOTSIZE THICKNESS MATERIAL
31.0 "' 41.0 fr- 2.0 IF" 010 E SCH 40 PVC*
ft. I
IS. GROUT
FROM 'f0 MATERIAL EMPLACEM ENT MMIOD&AMUUNr
0.0 R. 21.0 rt. Ponnwnarmonirr SLURRY
0.0 f' 23.0 ft. �aat++Mfflr SLURRY
ft. €t.
19. SAND/GRAVEL PACE t if applicublel
FROM TO MATERIAL EMPLICEMENTMET1101)
29.0 "' 41.0 fr• 20-40 FINE SILICA SAND
ft. u.
20. DRILLING LOG tattoch udditional sheeh if necessar, i
FROM TO IrESCRIPTIDN Irolar, hardnesr. saiUrork h rain sirs, ete.l
0.0 ft' 5.0 ft- AIR KNIFE
5.0 fr• 17.0 fr. PWR
17.0 fr• 41.0 fe ROCK
ft. ft.
ft. ft.
R. D.
21. REMARKS
BENTONITE SEAL FROM 21,0 TO 29.0 FEET
***U-PACK SCREEN'**
22. Certification: 100W f f f 01109119
Signature of Certified Well Contractor Date
Hy signing this fornc I hereby certify droi dre well(x) ivas (were) eoirsrructed in accordance
with 15A NC•AC 02C .0100 or 15A NCAC 02C,0200 tVrll Construction Stnudnrelr and that u
co/+y ofthis record has been provided iu the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
24a. Fur All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form %vinim 30 days of completion at well
12. Well construction method: AIR construction to the lullowing:
(i.e. auger, rotary, cable, direct push, etc )
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Sit nDly & Injeclion Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: _ completion of well construction to the county health department of the county
_ where constructed.
(in.)
(ft.)
Form CiW-1 North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised Rai. 2013

\\ 1 fir
DYES
Division of Kingscote Chemicals
TECHNICAL DATA BULLETIN
WATER TRACING DYE
FWT RED PRODUCTS
Bright Dyes FWT Red liquid products are specially formulated versions of Rhodamine WT dye for
convenient use in water tracing and leak detection studies. This bright, fluorescent red dye is
certified by NSF International to ANSI/NSF Standard 60 for use in drinking water. It may be
detected visually, by ultraviolet light and by appropriate fluoremetric equipment. Today it is most
often used visually. Visually the dye appears bright pink to red, depending on its concentration and
under ultraviolet light as bright orange.
The dye is resistant to absorption on most suspended matter in fresh and salt water. However,
compared to Bright Dyes FLT Yellow/Green products it is significantly more resistant to
degradation by sunlight and when used in fluoremetry, stands out much more clearly against
background fluorescence. As always the suitability of these products for any specific application
should be evaluated by a qualified hydrologist or other industry professional.
General Properties
Tablets
L' uids 50
Powders
Detectability of active ingredient 1
Visual <100 ppb
Visual <100 ppb
Visual <100 ppb
Maximum absorbance wavelength 2
550/588 nm
550/588 nm
550/588 nm
Appearance
Dark red convex
1.6cm diameter
Clear dark red
Nueous solution
Dark red fine
powder
NSF (Max use level in potable water)
0.3 ppb
0.4 ppb
0.1 ppb
Weight
1.35 gms + 0.05
Dissolution Time 3
50% < 3 minutes
95% < 6 minutes
50% < 3 minutes
95% < 6 minutes
Specific Gravity
1.03 + 0.05 A 250 C
Viscosity 4
1.3 cps
pH
8.7+0.5 A 250C
Coverage of Products
One Tablet
One Pint Liquid
One Pound
Powder
Light Visual
604 gallons
62,500 gallons
600,000 gallons
Strong Visual
60 gallons
6,250 gallons
60,700 gallons
Caution: These products may cause irritation and/or staining if allowed to come in contact wit the skin. The use of gloves and goggles is
recommended when handling this product, as with any other dye or chemical.
To our best knowledge the information and recommendations contained herein are accurate and reliable. However, this information and
our recommendations are furnished without warranty, representation, inducement, or license of any kind, including, but not limited to
the implied warranties and fitness for a particular use or purpose. Customers are encouraged to conduct their own tests and to read the
material safety data sheet carefully before using.
1 In deionized water in 100 ml flask. Actual detectability and coverage in the field will vary with specific water conditions.
2 No significant change in fluorescence between 6 and 11 pH.
3 (One tablet, 1 gram ofpowder), in flowing deionized water in a 10 gallon tank.
4 Measured on a Brookfield viscometer, Model LV, UL adapter, 60 rpm @ 251 C.
Kingscote Chemicals, 3334 S. Tech Blvd., Miamisburg, Ohio 45342
Telephone: [phone] Fax: [phone] Web: www.brightdyes.com

gscote
CHEMICALS
Issue Date: 09-Jan-2014 Revision Date: 18-Jan-2019
1. Identification
Product Identifiers
Product Name: Bright Dyes® FWT Red 50 Liquid
Product Number: 106053
Recommended Use & Restrictions on Use
Water tracing & leak detection dye
Manufacturer/Su.p_p tier
Kingscote Chemicals, Inc.
3334 South Tech Blvd.
Miamisburg, OH 45342
U.S.A.
Emergency Telephone Number
Company Telephone Number: [phone]
Emergency Telephone (24 hr): INFOTRAC [phone] (North America)
[phone] (International)
2. Hazards Identification
Safety Data Sheet
Version Number: 2.2
Classification
This chemical does not meet the hazardous criteria set forth by the 2012 OSHA Hazard Communication
Standard (29 CFR 1910.1200). However, this Safety Data Sheet (SDS) contains valuable information critical
to the safe handling and proper use of this product. This SDS should be retained and available for
employees and other users of this product.
3. Composition/Information on Ingredients
This product is not hazardous according to OSHA 29 CFR 1910.1200. Components not listed are not
hazardous or are below reportable limits.
4. First -Aid Measures
I
First -Aid Measures
Eye Contact Rinse immediately with plenty of water, also under the eyelids, for at least
15 minutes. If eye irritation persists: Get medical advice/attention.
Skin Contact Wash thoroughly with plenty of soap and water. If skin irritation occurs:
Get medical advice/attention.
Inhalation Remove to fresh air. If breathing is difficult, administer oxygen; seek
medical attention immediately.
Page 1 of 6

Bright PyesO FWT Red 50 Liquid Revision Date: 18-Jan-2019
Ingestion Rinse mouth. DO NOT induce vomiting. Drink plenty of water. Never give
anything by mouth to an unconscious person. Get medical attention if large
quantities were ingested or if nausea occurs.
Most Important Symptoms and Effects
Symptoms Will cause staining of the skin on contact. May cause eye irritation.
Inhalation of dust may cause respiratory irritation. Ingestion may cause
urine to be a red color until the dye has been washed through the system.
Indication of Any Immediate Medical Attention and Special Treatment Needed
Notes to Physician
Treat symptomatically.
S. Fire -Fighting Measures
Suitable Extinguishing Media
Water spray (fog). Carbon dioxide (CO2). Dry chemical. Regular foam.
Unsuitable Extinguishing Media
Not determined
Specific Hazards Arising from the Chemical
Product is not flammable. Burning/combustion may produce oxides of carbon and nitrogen (NOx).
Protective Equipment and Precautions for Firefighters
Wear self-contained breathing apparatus pressure -demand, MSHA/NIOSH (approved or equivalent) and full
protective gear.
6. Accidental Release Measures
Personal Precautions, Protective Equipment and Emergency Procedures
Personal Precautions Use personal protective equipment as recommended in Section 8.
Environmental Precautions Prevent from entering into soil, ditches, sewers, waterways and/or
groundwater. See Section 12 and Section 13.
Methods and Material for Containment and Cleaning Up
Methods for Containment
Methods for Cleaning Up
Precautions for Safe Handlin�2
Prevent further leakage or spillage if safe to do so.
Sweep up and collect into suitable containers for disposal. Flush area
with water.
7. Handling and Storage
Advice on Safe Handling Handle in accordance with good industrial hygiene and safety practices.
Use personal protection recommended in Section 8. Avoid contact with
skin, eyes, or clothing. Avoid breathing dusts. Contaminated clothing
should be thoroughly washed before reusing.
Page 2 of 6

Bright Dyes6 FWT Red 50 Liquid Revision Date: 18-Jan-2019
Conditions for Safe Storage, Includinp Incompatibilities
Storage Conditions Keep container tightly closed and store in a cool, dry, and well -
ventilated area. Keep from freezing.
Incompatible Materials No materials to be especially mentioned
8. Exposure Controls / Personal Protection
Exposure Guidelines
This product, as supplied, does not contain any hazardous materials with occupational exposure limits
established by the region specific regulatory bodies.
Engineering Controls
Ensure adequate ventilation, especially in confined areas. Eyewash stations. Showers.
Individual Protection Measures, Such as Personal Protective Equipment:
Eye/Face Protection Goggles.
Skin & Body Protection Rubber gloves. Suitable protective clothing.
Respiratory Protection No protection is ordinarily required under normal conditions of use.
Hygiene Measures Handle in accordance with good industrial hygiene and safety practices.
9. Physical and Chemical Properties
Information on Basic Physical and Chemical Properties_
Physical State Liquid
Appearance
Color
Property
PH
Melting/Freezing Point
Boiling Point/Range
Flash Point
Evaporation Rate
Flammability (solid, gas)
Upper Flammability Limits
Lower Flammability Limits
Vapor Pressure
Vapor Density
Relative Density
Specific Gravity
Solubility
Partition Coefficient
Auto -ignition Temperature
Decomposition Temperature
Viscosity
Dark red liquid
Dark red
Values
Not determined
Not determined
Not determined
Not applicable
Not applicable
Liquid — not applicable
Not applicable
Not applicable
Not applicable
Not applicable
Not applicable
Not determined
Highly soluble in water
Not determined
Not determined
Not determined
Not determined
Odor Mild
Odor Threshold Not determined
Page 3 of 6

Bright Dyes® FWT Red 50 Liquid Revision Date: 18-Jan-2019
10. Stability and Reactivity
Reactivity
Not reactive under normal conditions.
Chemical Stability
Stable under recommended storage conditions.
Possibility of Hazardous Reactions
None under normal processing.
Conditions to Avoid
Keep separated from incompatible substances. Keep out of reach of children.
Incompatible Materials
No materials to be especially mentioned
Hazardous Decomposition Products
Oxides of carbon and nitrogen (NOx).
11: Toxicological Information
Information on Likely Routes of Exposure
Inhalation Avoid breathing vapors or mists.
Ingestion Do not ingest.
Skin Contact May cause an allergic skin reaction.
Eye Contact Avoid contact with eyes.
Delayed, Immediate, and Chronic Effects from Short- and Long -Term Exposure
May cause an allergic skin reaction.
Numerical Measures of Toxicity
Not determined
Symptoms Associated with Exposure
See Section 4 of this SDS for symptoms.
Carcinov,eiert
NTP None
IARC None
OSHA None
Page 4 of 6

Bright Dyes® FWT Red 50 Liquid Revision Date: 18-Jan-2019
12. Ecological Information
EcotoxickV
This product is not classified as environmentally hazardous. However, this does not exclude the possibility
that large or frequent spills can have a harmful or damaging effect on the environment.
Component Information
Not available
Persistence/Degradability
Not determined
Bioaccumulation
Not determined
Mobility
Not determined
Other Adverse Effects
Not determined
13. Disposal Considerations
Waste Disposal Methods
Dispose of in accordance with federal, state, and local regulations.
Contaminated Packaging
Do not re -use empty containers. Dispose of containers in accordance with federal, state, and local
regulations.
14. Transport Information
Note
See current shipping paper for most up-to-date shipping information, including exemptions and special
circumstances.
DOT Not regulated
IATA Not regulated
OMDG Not regulated
15: Regulatory Information
International Inventories
TSCA Listed
U.S. Federal Regulations
CERCLA This material, as supplied, does not contain any substances regulated as
hazardous substances under the Comprehensive Environmental Response
Compensation and Liability Act (CERCLA) (40 CFR 302) or the Superfund
Amendments and Reauthorization Act (SARA) (40 CFR 355).
Page 5 of 6

Bri¢ht Dves® FWT Red 50 Liu uid Revision Date: 18-Jan-2019
SARA 313 Section 313 of Title III of the Superfund Amendments and Reauthorization
Act of 1986 (SARA). This product does not contain any chemicals which are
subject to the reporting requirements of the Act and Title 40 of the Code of
Federal Regulations, Part 372.
CWA (Clean Water Act) This product does not contain any substances regulated as pollutants
pursuant to the Clean Water Act (40 CFR 122.21 and 40 CFR 122.42).
U.S. State Regulations
California Proposition 65 This product does not contain any Proposition 65 chemicals.
U.S. State Right -to -Know This product does not contain any substances regulated under applicable
state right -to -know regulations.
16: Other Information
HMIS
Health Hazards Flammability
1 0
NFPA
Health Hazards Flammability
1 0
Issue Date 09-Jan-2014
Revision Date 18-Jan-2019
Revision Note Biennial Review
Instability
0
Physical Hazards
0
Special Hazards
Not determined
Personal Protection
B
Disclaimer
The information provided in this Safety Data Sheet is correct to the best of our knowledge, information and
belief at the date of its publication. The information given is designed only as guidance for safe handling,
use, processing, storage, transportation, disposal and release and is not to be considered a warranty or
quality specification. The information relates only to the specific material designated and may not be valid
for such material used in combination with any other materials or in any process, unless specified in the
text.
End of Safety Data Sheet
Page 6 of 6

CYCL')P7F
SUBMERSIBLE SENSORS
Cyclops-71F Submersible Sensors
Cyclops-71' Sensors are high performance,
compact submersible sensors designed for
integration into any platform that provides
power and datalogging. Available with multiple
optical configurations, Cyclops-7F Sensors have
a universal 1/0 for connection to parent systems.
Recently updated to have a faster settling time,
Cyclops-71' is ready to make measurements
1 second after power up.
Configured with DataBank Handheld
1 Datalogger for field sampling
`QQQ
I
Easily integrates with Submersible Loggers for in situ sampling }
Cyclops Logger sold by PME
Trimeter sold by Eureka Water Probes I
Configured with Ayyeka
Wavelet for remote
monitoring
AYYEKA
,
Reliable Instruments for an Unreliable World
Cyclops-7F Highlights
• Small and available in multiple
housing/connector configurations
• Built-in light scatter rejection
• Low power consumption
• Easily integrates into any
third -party platform
• Interfaces with DataBank
Handheld Datalogger
• Submersible Loggers Available
• Explorer enables various
lab applications
Available Sensors
• Blue Green Algae
Phycoerythrin (marine)
Phycocyanin (freshwater)
•CDOM/FDOM
• Chlorophyll in vivo
Blue excitation
- Red excitation (high CDOM)
• Fluorescent Dye Tracing
Fluorescein
- PTSA
- Rhodamine
• Hydrocarbons
- Crude Oil
- Refined Fuels
• Turbidity
• Wastewater Monitoring
Optical Brighteners
Tryptophan
Custom Optics Available: 260-900 nm

r'YCL r)PS-7F
SUBMERSIBLE SENSORS
Linearity: 0.99132
CDOM/FDOM
0.1 ppb*
0-1,500 ppb*
0.5 ppb**
0-3,000 ppb**
Chlorophyll in vivo
Blue excitation
0.03 µg/L
0-500 µg/L
Red excitation
0.3 µg/L
0-500 µg/L
Fluorescein Dye
0.01 ppb
0-500 ppb
Oil - Crude
0.2 ppb**
0-1,500 ppb**
Oil - Fine
0.4 ppm***
0-20 ppm***
Optical Brighteners
0.6 ppb**
0-2,500 ppb**
Phycocyanin
2 ppbPc
0-4,500 ppb"
Phycoerythrin
0.1 ppbPE
0-750 ppbPE
PTSA Dye
0.1 ppb**
0-650 ppb**
Rhodamine Dye
0.01 ppb
0-1,000 ppb
Tryptophan
3 ppb
0-5,000 ppb
Turbidity
0.05 NTU
0-1,500 NTU
* Quinine Sulfate
** PTSA (1,3, 6, 8 - Pyre netetrasulfonic
Acid Tetrasodium Salt)
** BTEX (Benzene, Toluene, Ethylbenzene, Xylenes)
PC Phycocyanin pigment from
Prozyme diluted in Deionized water
PE Phycoerythrin pigment from
Prozyme diluted in Deionized
water
240
240
240
145
250
530
200
160
270
320
175
540
120
Ordering Information
Stainless Steel, Titanium and Plastic Housings available. Titanium and Plastic withstand
corrosion better than stainless steel and are recommended for stationary deployments
in highly corrosive environments.
ACCESSORIES
Solid Secondary Standards
Flowthrough Cap
Shade Cap (Recommended for most deployments)
0.6 Meter Pigtail Cable with Locking Sleeve
5 Meter Pigtail Cable with Locking Sleeve
10 Meter Pigtail Cable with Locking Sleeve
25 Meter Pigtail Cable with Locking Sleeve
Explorer
Contact Us
Toll -Free : 1.877.316.8049 Email: [e-mail] Address:
Phone: [phone] Web: www.turnerdesigns.com 1995 N. 1 st Street
Fax: [phone] San Jose, CA 95112
Reliable Instruments for an Unreliable World
Length x Diameter:
5.7" x 0.9"; 14.48 x 2.23 cm (SSt or Ti)
5.7"x 1.25 , 14.48 x 3.18 cm (Delrin)
Weight: 5.0 oz; 142 grams
Ili ! ! !E." lid= l+1lnT'ir• '{ -:�r
Temperature Range:
Ambient: 0 to 50 deg C
Water Temp: -2 to 50 deg C
Depth Range: 600 meters
Signal Output: 0 - 5 VDC
Supply Voltage Range: 3 - 15 VDC
S-0209 Rev. F