NC0020940_Permit Renewal_20170405

Water Resources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretai-
S. JAY ZIMMERMAN
Director
April 7, 2017
Ms. Anna A. Payne, Town Manager
Town of Murphy
PO Box 130
Murphy, NC 28906
Subject: Permit Renewal
Application No. NCO020940
Murphy WWTP
Cherokee County
Dear Ms. Payne:
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on April 7, 2017. The primary reviewer for this renewal
application is Teresa Rodriguez.
The primary reviewer will review your application, and she will contact you if additional
information is required to complete your permit renewal. Per G.S. 15OB-3 your current permit
does not expire until permit decision on the application is made. Continuation of the current permit
is contingent on timely and sufficient application for renewal of the current permit.
Please respond in a timely manner to requests for additional information necessary to
complete the permit application. If you have any additional questions concerning renewal of the
subject permit, please contact Teresa Rodriguez at 919-807-6387 or [e-mail].
cc: Central Files
NPDES
Asheville Regional Office
Sincerely,
Wren Thedford
Wastewater Branch
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300

Commissioners
Frank E. Dickey
David C. Hilton
Barry R. McClure
Town of '41urpbp
William N. Hughes, Mayor
P.O. Box 130
Murphy, North Carolina 28906
[phone] • Fax [phone]
town_of murphy@frontiercom
March 31, 2017
Mrs. Teresa Rodriguez
NC DENR/DWQ/Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Commissioners
Sandra N. Sumpter
Barbara P. Vicknair
Karen Watson
Subject: Town of Murphy, NPDES Permit # NC0020940, Permit Renewal, Sludge
Management Plan
The Town of Murphy is requesting renewal of its NPDES wastewater permit. The
current permit took effect on December 1, 2013, and is due to expire August 31, 2017.
The sludge generated by the Town of Murphy is still processed in aerobic digesters
until oxidized and then it is run through our sludge press. Final disposal of sludge will be
in the Cherokee County Landfill. All analyses and requirements are performed by the
Town of Murphy to ensure local and state regulations are met.
Sincerely,
Q��— 64�—
Anna Payne
Town Manager
RECEIVIMCDEQIDWR
APR ® 5 2017
waterGuality,
Anna A. Payne, Town Manager - Cowan & Cowan, Attorneys

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiwassee
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.I. Facility Information.
Facility Name Town of Murphy
Mailing Address P.O. Box 130
Murphy NC 28906
Contact Person Anna Payne
Title Town Manager
Telephone Number [phone]
Facility Address 390 Payne St.
(not P.O. Box) Murphy NC 28906
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name
Mailing Address
Contact Person RRE1II�h�I�ICI�kCQjDW
evamn v k�MY Y � Od&9Y�e![L1M
Title _ APR U 0
o 0 C 2017
�� '
Telephone Number
Is the applicant the owner or operator (or both) of the treatment works? Permiuing sect1®Il
X owner ❑ operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
❑ facility X applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state-issued permits).
NPDES NCO020940 PSD
UIC Other
RCRA Other
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
Town of Murphy 3.200 Separate Municipal
Total population served
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
NPDES FORM 2A Additional Information

Town of Murphy WVVTP, NCO020940
Renewal
HBwassee
A.S. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes X No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes X No
A.S. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12 -month time period
with the 12th month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 2.8 MGD
Two Years Ago Last Year This Year
b. Annual average daily flow rate 0.489 mqd 0.559 mqd 0.513 mqd
C. MaAmum daily flow rate 1.16 mqd 1.812 mqd .971 mqd
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
X Separate sanitary sewer %
❑ Combined storm and sanitary sewer %
A.S. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? X Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
V. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
d
Location:
Number of acres:
Annual average daily volume applied to site:
Is land application ❑ continuous or ❑ intermittent?
Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
one
X No
MGD
❑ Yes X No
MGD
❑ Yes X No
NPDES FORM 2A Additional Information 3

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiwassee
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe).
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number ( 1
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility.
MGD
e_ Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes X No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Murphy WWTP, NCO020940 Renewal Hiwassee
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered "No" to question
A.8.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 MGD."
A.9. Description of Outfall.
a. Outfall number
b. Location Murphy
28906
(City or town, if applicable)
(Zip Code)
Cherokee
NC
(County)
(State)
35 5' 45" N
84 2' 27"
(Latitude)
(Longitude)
C. Distance from shore (if applicable)
25
fl•
d. Depth below surface (if applicable)
4
ft.
e. Average daily flow rate
0.513
MGD
f. Does this outfall have either an intermittent or a periodic discharge?
X' Yes
❑ No (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs:
'SBR batch discharge 10 times per day
Average duration of each discharge:
Average flow per discharge:
MGD
Months in which discharge occurs:
g. Is outfall equipped with a diffuser?
❑ Yes
X No
A.10. Description of Receiving Waters.
a. Name of receiving water Hiwassee River
b. Name of watershed (if known)
United States Soil Conservation Service 14 -digit watershed code (if known):
G. Name of State Management/River Basin (if known):
United States Geological Survey 8 -digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute
cfs
e. Total hardness of receiving stream at critical low flow (if applicable):
chronic
cfs
mg/I of CaCO3
NPDES FORM 2A Additional Information 5

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy VVVVTP, NCO020940
Renewal
Hiwrassee
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary ❑ Secondary
X Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 95 %
Design SS removal 96 %
Design P removal n/a %
Design N removal n/a %
Other %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Chlorination
If disinfection is by chlorination is dechlorination used for this outfall? X Yes ❑ No
Does the treatment plant have post aeration? ❑ Yes X No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart
Outfall number. 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
pH (Minimum)
6.48
s.u.
pH (Maximum)
7.6
s.u.
Flow Rate
.971
mgd
.499
mgd
365
Temperature (Winter)
20
Deg C
13.9
Deg C
151
Temperature (Summer)
26
Deg C
22
Deg C
214
* For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
ML/MDL
Number of
METHOD
Conc.
Units
Conc.
Units
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
55
mg/1
9.47
mg/I
156
EPA 405.1
2mg/I
C130D5
DEMAND (Report one)
FECAL COLIFORM
900
/loom[
47.4
/loom[
156
SM9222D
1mg/1
TOTAL SUSPENDED SOLIDS (TSS)
50.5
mg/1
6.91
mg/I
156'
EPA 160.2
1 mg/1
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiwassee
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate >_ 0.1 MGD must answer questions B.1 through B.6. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
65,000 GPD
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Sewer line inspection and replacement manhole rehabilitation and smoke testing
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within % mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ❑ Yes X No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary)_
Name:
Mailing Address:
Telephone Number. ( )
Responsibilities of Contractor.
B.S. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5
for each. (If none, go to question B.6.)
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
❑ Yes ❑ No
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiwassee
C. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable_ Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
- Begin Construction /
- End Construction / / / /
- Begin Discharge
- Attain Operational Level
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly:
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on-half years old.
Outfall Number 001
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
DISCHARGE
ANALYTICAL
POLLUTANT
METHOD
MUMDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
18.6
mg/I
2.19
mg/I
156
EPA 350.1
0.5mg/I
CHLORINE (TOTAL
<10
ug/I
<10
ug/I
156
SM4500CL-G
20ug/I
RESIDUAL, TRC)
DISSOLVED OXYGEN
TOTAL KJELDAHL
11.9
mg/I
4.13
mg/I
9
EPA 351.2
0.50mg/I
NITROGEN (TKN)
NITRATE PLUS NITRITE
2.1
mg/I
0.898
mg/I
6
EPA 353.2
0.10mg/I
NITROGEN
OIL and GREASE
PHOSPHORUS (Total)
5
mg/I
1.05
mg/l
9
EPA365.2
0.10mg/I
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiwassee
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
❑ Basic Application Information packet Supplemental Application Information packet:
X Part D (Expanded Effluent Testing Data)
X Part E (Toxicity Testing: Biomonitoring Data)
X Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title Anna A. Payne — Town Manager
Signature
Telephone number [phone]
�%
�'� '— /
Date signed /
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
NPDES FORM 2A Additional Information 10

FACILITY NAME AND PERMIT NUMBER:
Town of Murphy WWTP, NCO020940
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Hiwassee
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 MGD and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 MGD or it has (or is required
to have) a pretreatment program, or is otherwise required by the permitting authority to provide the data, then provide effluent testing data for the following
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which
effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition, these data must comply with QA/QC requirements of 40 CFR Part 136 and
other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below
any data you may have on pollutants not specifically listed in this form. At a minimum, effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number: 001 (Complete once for each outtall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Cone.
Units
Mass
Units
Cone.
Units
Mass
Units
Number
of
Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
SEE
ARSENIC
ATTACHED
BERYLLIUM
SHEETS
CADMIUM
CHROMIUM
SEE
COPPER
ATTACHED
LEAD
SHEETS
MERCURY
NICKEL
SEE
SELENIUM
ATTACHED
SILVER
SHEETS
THALLIUM
ZINC
SEE
CYANIDE
ATTACHED
TOTAL PHENOLIC
COMPOUNDS
SHEETS
HARDNESS (as CaCO3)
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
NPDES FORM 2A Additional Information 11

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiwassee
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's oufalls: 1) POTWs with a design flow rate greater than or equal to 1.0 MGD; 2) POTWs with a pretreatment program (or those that are required
to have one under 40 CFR Part 403); or 3) POTWs required by the permitting authority to submit data for these parameters.
• At a minimum, these results must include quarterly testing for a 12 -month period within the past 1 year using multiple species (minimum of two
species), or the results from four tests performed at least annually in the four and one-half years prior to the application, provided the results
show no appreciable toxicity, and testing for acute and/or chronic toxicity, depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation, if one was conducted.
• If you have already submitted any of the information requested in Part E, you need not submit it again. Rather, provide the information
requested in question EA for previously submitted information. If EPA methods were not used, report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below, they may be submitted in place of Part E.
If no biomonitoring data is required, do not complete Part E. Refer to the Application Overview for directions on which other sections of the forth to
complete.
E.I. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
❑ chronic ❑ acute
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one
column per test (where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number. Test number. Test number.
a. Test information.
Test Species & test method number
SEE
ATTACHED
SHEETS
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b. Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection method(s) used. For multiple grab samples, indicate the number of grab samples used.
24 -Hour composite
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination
NPDES FORM 2A Additional Information 12

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiwfassee
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.I. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program?
❑ Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non -categorical SIUs.
b. Number of CIUs.
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Moog Components Group
Mailing Address: P.O. Box 160
Murphy, NC 28906
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
chrome plating
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): electric motors
Raw material(s): metals
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (GPD) and whether the discharge is continuous or intermittent.
0 GPD ( continuous or intermittent)
b. Non -process wastewater flow rate_ Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (GPD) and whether the discharge is continuous or intermittent.
36000 GPD ( X continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits X Yes ❑ No
b. Categorical pretreatment standards X Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
40 CFR 433.17
NPDES FORM 2A Additional Information 13

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiawassee
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
Yes X No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ❑ No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply): N/A
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
FA 5. Waste Treatment
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
NPDES FORM 2A Additional Information 14

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiwassee
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program?
❑ Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
C. Number of non -categorical SIUs.
d. Number of CIUs.
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Snap On Inc.
Mailing Address: 250 Snap -on Drive
Murphy NC 28906
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Manufactures and assembles pneumatic and electric power tools
F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): pneumatic and electric power tools
Raw material(s): various steels, aluminum, oils, and coolants
F.6. Flow Rate.
C. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (GPD) and whether the discharge is continuous or intermittent.
20000 GPD ( , X continuous or intermittent)
d. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (GPD) and whether the discharge is continuous or intermittent.
1600 GPD ( X continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits X Yes ❑ No
b. Categorical pretreatment standards X Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
40 CFR 433.17
NPDES FORM 2A Additional Information 15

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiawassee
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
Yes X No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ❑ No (go to F.12)
F.10. Waste transport Method by which RCRA waste is received (check all that apply): 1 w � /
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment
C. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
d. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM' 2A YOU MUST COMPLETE
NPDES FORM 2A Additional Information 16

Additinnal infnnnation_ if nmvided_ will annear nn the followino naves
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiwassee
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.I. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program?
❑ Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
e. Number of non -categorical SIUs.
f. Number of CIUs.
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: MGM Brakes
Mailing Address: P.O. Box 70
Murphy, NC 28906
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Brake actuator parts are washed to remove oil and grease
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): brake actuators
Raw material(s): none
F.S. Flow Rate.
e. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (GPD) and whether the discharge is continuous or intermittent.
5700 GPD ( continuous or X intermittent)
f. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (GPD) and whether the discharge is continuous or intermittent.
GPD ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits X Yes ❑ No
b. Categorical pretreatment standards X Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
40 CFR 433.17
NPDES FORM 2A Additional Information 17

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Murphy WWTP, NCO020940
Renewal
Hiawassee
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
Yes X No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE: 011i
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ❑ No (go to F.12)
F.10. Waste transport Method by which RCRA waste is received (check all that apply): N/A
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRAlor other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment
e. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
f. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
NPDES FORM 2A Additional Information 18

Town of Murphy
NPDES #: NCO020940
Headworks Short Term Monitoring Plan
I. WWTP Diagram
Influent I
Bar Screen ®14 O
Return Activated
Sludge
Digester Supernatant
Chlorine
Disinfect
EffluOent
2
File Name Town of Murphy STMP 2010
Printed: March 31, 2017, 1:08 PM
Modeled after: Chapter 4, Appendix 4-A.
Aerobic
Digester
1
Sludge
Aerobic 4
Digester
2 Sludge
to
Sampling Points Disposal
1— Influent (prior to all side streams!)
2 — Effluent (After Chlorination)
3 — SBRs (activated sludge)
4 — Sludge to Disposal
DWQ Model Revision Date: July 29, 2004
Page 4

I ✓TZ,
��'""� � ash � {����� y f/ '/'�/ •,� ` -`t��' / � SCS ����:� f�,�5 s � ��� �i
P` .':� �'° � � -..:ALL ��� V �""��•, ��� � r : /%�a �'f��'-�'`�,� �� ';11 l J �� ��` � '��� {�� , �!
j-�.:•'j}{C.-. _ �3 _r�.�'� � Jt}� i': r,r!',i CY,,� i:.' ,.��I�,/{ {` � :i r�`s:7�; .J �'J� tri //,I
f`-+ �\\..•ti� .�c.. AY/� V� Yf_ � t �/r{! �f.' 1 ^�r �� � � t.� L"� �1 � � � �.. •i] Q/
17
3t�`✓ }4 i l Outfall 001��`/
�'c•`-'�''` `` 'a"' 'M1;+���Yt�",,yrs "��. _/J '1` • ��� �S_ tZl7E aI ,S//rr �'+ �`�l�
WM MID
�'�-�-3._ �1 t -� '� r � f //y/tty(� oo� •a 1 f����1;.11 , i //*'i , 1I � �/ /� ,
:�tf// � \� _.� i� �. r s ;• " 1 { �z �f/ \i �1 1• �"� �: s : s s ' t,C ,
j jf j-. / ,.:�� ♦ �� S �'i / �. '• id `A. f � f ;Jj '.,s I ���- �i ^iii 9
,.< `J✓;r 51 Mme.._ tr•�1J i�l i,• �� 1 • �• ✓ r •� �,.a �/ .' if'S`il
1 z � - �. l ,�• '/ rt ,r � j y: •.tom^ j`
� •}�� �-- r^�,_,j,j ��J � k�t x ��t �3i�. s.�.r t � N��F4`.. � �' �� �,•�
%mss s � �,..;' '>, � .1 ;`�}/ • � Ate' I ,• , `t � � j� <-���.�` ? ! ` �
f�`•2' -�'�' rte..+`-,` •'fir-.' /%�Y` ��-;-� .�'� ',3t�`� 'r� _'e�.� '` �,+�c��/"t" i`t .C�+ ':
��'� I `''� i �'J ��1 � � j �<f n ��$$t�'% +� ••l1 • l•� � • �r , ' � �
(IN ��ti ("'•. rr { � �-� _. h t,7 _ � }; it '�l 1 . itlf}r_� +4 t , � •{`Yt �1.�jS, -� ` .. (1 � / f�� � `
��r�'� ;��- ✓ �r .,/-r' �,�' - i� �'°k� �"' 4 , ! %� •\ .�" � ) (ter lr' „' ,\ lam. l '� /� '
,. /'f~ ',, ", r ^ tip` % -' �1 � 'i)/ �`-� •. c� •+t • . �l. ( r IJ ~ i
�- ��rJ %1fi/ ,J/// Jf/ i l� s•�� N �{� i c� r • �1+t r, t" ��/ /
�%r'. - -' � .���J j �1 �a' ki-. q' t� � '. � ,+'"�5� � .�1 1, ` at jr•y?ty j% %r�•�?,�� � \
U- =�_,' 1• � r;r�".y ', •,'1� �`* �L42Q�� J
%-'` ♦ '`----.�� ivy}I �: 1 �/�/` 1pfw• �3�/Jr f~ 5 1'_`�,�iaQ.'. �T r -3Y�:�}x vieY..'�:"cT?� �_,..�
�. � `Tisa^. �� S �. �. J'' J e r • n• , 9 � �iw1 _ i..r;'T''' s,N
`� � i5•�:'� .t.) 1, .�?� _.%Lf�' � /•}�r�t�.jL� N5'•I --N lj
Town of Murphy WWTP Facility Location
r
Latitude: 35°05'51" Sub-Basin: 04-05-02
oneitude• S4002'29" HUC: 060200020705 ^'
USGS Quad: Nlurpby,N.C.
Stream Class: C t�
Receiving Stream: HiwameeRiver f
Permitted Flow. 1.4 MGD NCO020940 `
Page 7 of 7

¢. Pace Analytical Services, Inc.
aceAnalyiical 2225 Riverside 04
Asheville, NC 28804
www.pamjabs.com [phone]
ANALYTICAL RESULTS
Project TOWN OF MURPHY WWiP - PPA
Pace Project No,: 92303543
Sample: TOWN OF MURPHY PPA Lab ID: 92303543001 Collected: 0612911613:00 Received: 06/30/16 12:07 Matrix: Water
Parameters Results Units Report limit DF Prepared Analyzed CAS No. Qual
200.7 MET ICP. Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Antimony
ND
ug/L
5.0
1
07107/1618:40 07/0811621.,41
7440-36-0
Arsenic
ND
ug/L
10.0
1
07107/1618.40 07/08/16 21:41
7440-38-2
Beryllium
ND
ug/L
1.0
1
07/07/1618:40 07/08/16 21:41
744041-7
Cadmium
ND
ug/L
1.0
1
07/07/1618,40 07/08/16 21:41
7440-43-9
Chromium
ND
ug/L
5.0
1
0710711618:40 07/08/16 21:41
744047-3
Copper
9.7
ug/L
5.0
1
07107/1618:40 07/08/1621:41
7440-50-8
Lead
ND
ug/L
5.0
1
07/07/1618AD 07/0811621:41
7439-92-1
Nickel
ND
ug/L
5.0
1
07/07/1618:40 07/08/16 21:41
7440-02-0
Silver
ND
ug/L
5.0
1
07/07/1618.40 07/08/16 21:41
7440-22-4
Thallium
ND
ug/L
10.0
1
07107/1618:40 07/08/16 21:41
7440-28-0
Hardness, Total (SM 23406)
3760D
ug/L
662
1
07/07/1618:40 07/08/16 21:41
1
Zinc
49.4
u9/L
10.0
1
07107/1618:40 07/08/16 21:41
7440-66-6
1631E Mercury,Low Level Analytical Method: EPA 1631 E Preparation Method: EPA 1631 E
Mercury 922 ng/L 2.5 1 07/13/16 02:27 07/13/16 04:16 7439-97-6 D3
625 MSSV Analytical Method: EPA 625 Preparation Method: EPA 625
Acenaphthene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 83-32-9
Acenaphthylene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 208-95-8
Anthracene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 120-12-7
Benzo(a)anthracene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 56-55-3
Benzo(a)pyrene
ND
ug1L
5.0
1
07/01/16 09:10 07/06/16 06:24 50-32-8
Benzo(b)fluorarlthene
ND
ug/L
5.0
1 •
07/01/16 09:10 07/06/16 06:24 205-99-2
Benzo(g,h,i)perylene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 191=24-2
Benzo(k)fluoranthene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 207-08-9
4-Bromophenylphenyl ether
ND
ug/L
5.0
1
07101/16 09:10 07/06/16 06:24 101-55-3
Butylbenzylphthalate
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 85-68-7
4-Chloro-3-methylphenol
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06.24 59-507
bis(2-Chloroethoxy)methane
ND
ug/L
10.0
1
07/01/16 09:10 07/06/16 06:24 111-91-1
bis(2-Chloroethyl) ether
ND
ug/L
5.0
1
07101/16 09:10 07/06/16 0624 111 44 4
2-Chloronaphthatene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 91-58-7
2 -Chlorophenol
NO
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 95-57-8
4-Chlorophenylphenyl ether
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 0624 7005-72-3
Chrysene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 218-01-9
Dibenz(a,h)anthracene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06.24 53-70-3
3,3'-Dichlorobenzldine
ND
ug/L
25.0
1
07/01/16 09:10 07/06/16 06.24 91-94-1
2,4-Dichlorophenol
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 120-83-2
Diethylphthalate
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 84-66-2
2,4 -Dimethylphenol
ND
ug/L
10.0
1
07/01/1609:10 07/06/16 06:24 105-67-9
Dimethylphihalate
ND
ug/L
5.0
1
07/01/1609:10 07/06/1606:24 131-11-3
Di-n-butylphthalate
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 84-74-2
4,6-Dinitro-2-methylphenol
ND
ug/L
20.0
1
07/01/16 09:10 07/06/16 06:24 534-02-1
2,4-Dinitrophenol
ND
ug/L
50.0
1
07/01/16 09:10 07/05/16 06:24 51-28-0
2,4-Dinitrotoluene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 0624 121-14-2
2,6-13in1trotoluene
ND
ug/L
5.0
1
07/01/16 09.10 07/06/16 06:24 606-20-2
Di-n-octylphthalate
ND
ug/L
5.0
1
07/01/16 09,10 07/06/16 0624 117-84-0
REPORT
OF LABORATORY
ANALYSIS RECEIVEDINCUE VOR
This report shall not be reproduced, except in full, APR 0 a n
Date: 07/15/2016 07:06 PM
without the written consent of Pace Analytical Services, Inc.. Page 4 of 36
lWl &I Quelliv
Sam8f npSeeflCt^

aceAnalyticato
www.pawlabsc=
E
i
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: TOWN OF MURPHY WWTP- PPA
Pace Project No,: 92303543
Sample: TOWN OF MURPHY PPA Lab IO: 92303543001 Collected: 06/2.9/1613:00 Received: 06/30/1612:07 Matrix: Water
Parameters Results Units Report limit DF Prepared Analyzed CAS No. Qual
625 MSSV Analytical Method: EPA 625 Preparation Method: EPA 625
bis(2-Ethylhexyl)phthalate
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 117-81-7
Fluoranthene
ND
ug/L
5.0
1
07/01/16 09:10 07/06116 06:24 20644-0
Fluorene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 86-73-7
Hexachloro-1,3-butadiene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 87-68-3
Hexachlorobenzene
ND
ug/L
5.0
1
07/01/16 09.10 07/06/16 06:24 118-74-1
Hexachlorocyclopentadiene
ND
uglL
10.0
1
07/01/16 09:10 07/06/16 06:24 77-47-4
Hexachioroethane
ND
uglL
5.0
1
07/01/16 09:10 07/06/16 0624 67-72-1
lndeno(l A3-cd)pyrene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 193-39-5
isophorone
ND
ug/L
10.0
1
07/01/16 09:10 07/06/16 06:24 78-59-1
Naphthalene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 91-20-3
Nitrobenzene
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 98-95-3
2-Nitrophenol
ND
ug/L
5.0
1
07101/16 09:10 07/06/16 06:24 88-75-5
4-Nitrophenol
ND
ug/L
50.0
1
07/01/16 09:10 07/06/16 06:24 100-02-7
N-Nitrosodimethylamine
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 62-75-9
N-Nftroso-di-n-propylamine
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 621-64-7
N-Nhrosodiphenylamine
ND
ug/L
10.0
1
07/01/16 09:10 07/06/16 06:24 86-30-6
2,2'-Oxybfs(1-chloropropane)
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24 108-00-1
Pentachlorophenol
ND
ug1L
10.0
1
07/01/16 09:10 07/06/16 05:24 87-86-5
Phenanthrene
ND
uglL
5.0
1
07/01/16 09:10 07/06/16 06:24 85-01-8
Phenol
ND
ug/L
5.0
1
07/01/16 09:10 07/06/16 06:24
Pyrene
ND
ug/L
5.0
1
07/01116 09:10 07/06/16 06:24 129-00-0
1,2,4-Trichlorobenzene
ND
ug/L
5.0
1
07/01/16 09.10 07/06/16 06:24 120-82-1
2,4,6 -Trichlorophenol
ND
ug/L
10.0
1
07/01/16 09:10 07/06/16 06:24 88-06-2
Surrogates
Nitrobenzene -d5 (S)
34
°%
10-120
1
07/01/16 09:10 07/06/16 06:24 4165-60-0
2-Fluorobiphenyi (S)
34
%
15.120
1
07/01/16 09:10 07/06/16 06:24 321-60-8
Terphenyi-04 (S)
66
%
11-131
1
07/01/16 09:10 07/06/16 06:24 1718-51-0
Phenol -d6 (S)
17
%
10-120
1
07/01/16 09:10 07/06/16 06:24 13127-88-3
2-Fluorophenol (S)
23
%
10-120
1
07/01/16 09:10 07/06/16 06:24 367-12.4
2,4,6-Tribromophenoi (S)
65
%
10-137
1
07/01/16 09:10 07/06116 06:24 118-79-0
624 Volatile Organics
Analytical Method: EPA 624
Benzene
ND
ug/L
2.0
1
07/05/1612:58 71-43-2
Bromodichloromethane
ND
ug/L
2.0
1
07105/1612:58 75-27-4
Bromoform
ND
ug/L
2.0
1
07/05/1612:58 75-25-2
Bromomethane
ND
ug/L
2.0
1
07/0511612:58 74-83-9
Carbon tetrachloride
ND
ug/L
2.0
1
07/05/1612:58 56-23-5
Chlorobenzene
ND
ug/L
2.0
1
07/05/1612:58 108-90-7
Chloroethane
ND
ug/L
2.0
1
07/05/1612:58 75-00-3
Chloroform
ND
ug/L
2.0
1
07/0511612:58 67-66-3
Chloromethane
ND
ug/L
2.0
1
07/05/1612:58 74-87-3
Dibromochloromethane
ND
ug/L
2.0
1
07105/1612:58 124-48-1
1,2 -Dichlorobenzene
ND
ug/L
2.0
1
07/0511612:58 95-50-1
1,3 -Dichlorobenzene
ND
ug/L
2.0
1
0710511612:58 541-73-1
1,4 -Dichlorobenzene
ND
ugll-
2.0
1
0710511612:58 106-46-7
1,1-Dichloroethane
ND
ug/L
2.0
1
07/0511612:58 75-34-3
1,2-Dichloroethane
ND
ug/L
2.0
1
07105/1612:58 107-06-2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/15/2016 07:06 PM without the written consent of Pace Analytical Services, Inc.. Page 5 of 36

a70,,al yt
www.pacelaha.coa
t
ANALYTICAL RESULTS
Project- TOWN OF MURPHY VAWP - PPA
Pace Project No.: 92303543
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: TOWN OF MURPHY -PPA Lab ID: 92303543001 Collected: 06129/1613:00 Received: 06/30/1612:07 Matrix: Water
Parameters
Results
Units
Report Limit
DF
Prepared Analyzed CAS No. Qual
624 Volatile Organics
Analytical Method: EPA 624
1
0710511612:58 2037-26-5
1,2-Dichloroethane-d4 (S)
1,1-Dichloroethene
ND
ug/L
2.0
1
07/05/1612:58 75-35-4
cis-1,2-Dichloroethene
ND
ug/L
2.0
1
07105/1612:58 156-59-2
trans-1,2-Dichloroethene
ND
ug/L
2.0
1
07105/1612:56 156-60-5
1,2-Dichloropropane
ND
ug/L
2.0
1
07/05/1612:58 78-87-5
cis-1,3-Dichioropropene
ND
ug/L
2.0
1
07105/1612:58 10061-01-5
trans-1,3-Dichloropropene
ND
uglL
2.0
1
07/0511612:58 10061-02-6
Ethylbenzene
ND
ug/L
2.0
1
07105/1612:58 100-41-4
Methylene Chloride
ND
ug/L
2.0
1
0710511612:58 75-09-2
1,1,2,2 -Tetrachloroethane
ND
ug/L
2.0
1
0710511612:58 79-345
Tetrachloroethene
ND
ug/L
2.0
1
07/05/161258 127-18-4
Toluene
ND
ug/L
2.0
1
0710511612:58 108-88-3
1,1,1 Trichloroethane
ND
ugll-
2.0
1
07/0511612:58 71-55-6
1,1,2 Trichloroethane
ND
ug/L
2.0
1
07105/1612:58 79-00-5
Trichloroethene
ND
ug/L
2.0
1
07/05/1612:58 79-01-6
Trichlorofluoromethane
ND
ug/L
2.0
1
07/0511612:58 75-69-4
Vinyl chloride
ND
ug/L
2.0
1
0710511612:58 75-01-4
Surrogates
4-Bromofluorobenzene (S)
108 %
70-130
1
0710511612:58 460-00-4
Toluene -d8 (8)
107 %
70-130
1
0710511612:58 2037-26-5
1,2-Dichloroethane-d4 (S)
104 %
70-130
1
07/05/16 12:58 17060-07-0
Total Nitrogen Calculation
Analytical Method: TKN+NO3+NO2 Calculation
Total Nitrogen
9.0 mg/L
0.12
1
07/15/1619:03
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
6.0 mg/L
0.10
1
07/08/1614:53 766441-7
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2
Nitrogen, Kjeldahl, Total
8.9 mg/L
0.50
1
07/14/1619:45 7727-37-9
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.13 mg/L
0.020
1
06/30/16 20:01
Nitrogen, Nitrite
ND mg/L
0.020
1
06/30/16 20:01
Nitrogen, NO2 plus NO3
0.13 mg/L
0.020
1
06/3011620:01
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
1.2 mg/L
0.050
1
07/1211610.23 7723-14-0
420.4 Phenolics, Total
Analytical Method: EPA 420.4
Phenol
ND mg/L
0.010
1
07/0611614:54
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/15/2016 07:06 PM withoul the written consent of Pace Analytical Services, Ina.
Page 6 of 36

Pace Analytical Services, Inc.
6 2225 Riverside Dr.
aceAnalytical Asheville, NC 28804
wrrwyacefabsoarr [phone]
ANALYTICAL RESULTS
Project TOWN OF MURPHY WWTP - PPA
Pace Project No.: 92303543
Sample: TOWN OF MURPHY PPA Lab ID: 92303543002 Collected: 0612911613:00 Received: 06/3011612:07 Matrix: Water
GRAS
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
460OCNE Cyanide, Total Analytical Method: SM 4500 -CN -E
Cyanide 0.0093 m9/L 0.0080 1 07/0511615.41 57-12-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/15/2016 07:06 PM without the written consent of Pace Analytical Services, Ina. Page 7 of 36

aceft ytical
mrw.paCelBbamm
1
ANALYTICAL RESULTS
Project TOWN OF MURPHY 4WVrrP - PPA
Pace Project No.: 92303543
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville. NC 28804
(828)2547176
Sample: TOVM OF MURPHY PPA Lab ID: 92303643003 Collected: 08/29116 13:00 Received: 06/30/1612;07 Matra: Water
BLANK
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1631E Mercury,Low Level Analytical Method: EPA 1631 E Preparation Method: EPA 1631E
Mercury ND ng/L 0.50 1 07/13f1602:27 07/13/1604:24 7439-97-6
Date: 07/15/2016 07:06 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of PaceAnaiytical Services, Inc.,
Page 8 of 36

Pace Analytical Services, Inc.
2225 Riverside Dr.
aceAnalylical Asheville, NC 28804
wvnvpacelabs.com
/ [phone]
i
ANALYTICAL RESULTS
Project: TOWN OF MURPHY WWTP PPA
Pace Project No.: 92270117
Sample: PPA COMP Lab ID: 92270117002 Collected: 09/30/15 14:00 Received: 10/01/15 12:01 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
HEM, Oil and Grease
Analytical Method: EPA 1664B
Oil and Grease
ND
mg/L
5.0
1
10/12/15 09:33
200.7 MET ICP
Analytical Method:
EPA 200.7 Preparation Method:
EPA 200.7
Antimony
ND
ug/L
5.0
1
10/07/1510:15
10/08/1519:16
7440-36-0
Arsenic
ND
ug/L
10.0
1
10/07/1510:15
10/08/1519:16
7440-38-2
Beryllium
ND
ug/L
1.0
1
10/07/1510:15
10/08/1519:16
7440-41-7
Cadmium
ND
ug/L
1.0
1
10/07/1510:15
10/08/1519:16
7440-43-9
Chromium
ND
ug/L
5.0
1
10/07/1510:15
10/08/1519:16
7440-47-3
Copper
ND
ug/L
5.0
1
10/07/1510:15
10/08/1519:16
7440-50-8
Lead
ND
ug/L
5.0
1
10/07/1510:15
10/08/1519:16
7439-92-1
Nickel
ND
ug/L
5.0
1
10/07/1510:15
10/08/1519:16
7440-02-0
Silver
ND
ug/L
5.0
1
10/07/1510:15
10/08/1519:16
7440-22-4
Thallium
ND
ug/L
10.0
1
10/07/1510:15
10/08/1519:16
7440-28-0
Hardness, Total (SM 2340B)
36100
ug/L
662
1
10/07/15 10:15
10/08/15 19:16
Zinc
54.2
ug/L
10.0
1
10/07/1510:15
10/08/1519:16
7440-66-6
1631 E Mercury,Low Level
Analytical Method:
EPA 1631 E Preparation Method: EPA 1631 E
Mercury
18.0
ng/L
0.50
1
10/08/1512:00
10/08/1515:48
7439-97-6
625 MSSV
Analytical Method: EPA 625 Preparation Method:
EPA 625
Acenaphthene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
83-32-9
Acenaphthylene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
208-96-8
Anthracene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
120-12-7
Benzo(a)anthracene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
56-55-3
Benzo(a)pyrene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
50-32-8
Benzo(b)fluoranthene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
205-99-2
Benzo(g,h,i)perylene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
191-24-2
Benzo(k)fluoranthene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
207-08-9
4-Bromophenylphenyl ether
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
101-55-3
Butylbenzylphthalate
'ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
85-68-7
4-Chloro-3-methylphenol
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
59-50-7
bis(2-Chloroethoxy)methane
ND
ug/L
10.0
1
10/05/15 10:30
10/09/15 20:57
111-91-1
bis(2-Chloroethyl) ether
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
111-44-4
bis(2-Chloroisopropyl) ether
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
108-60-1
2-Chloronaphthalene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
91-58-7
2 -Chlorophenol
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
95-57-8
4-Chlorophenylphenyl ether
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
7005-72-3
Chrysene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
218-01-9
Dibenz(a,h)anthracene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
53-70-3
3,3'-Dichlorobenzidine
ND
ug/L
25.0
1
10/05/15 10:30
10/09/15 20:57
91-94-1
2,4-Dichlorophenol
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
120-83-2
Diethylphtha late
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
84-66-2
2,4 -Dimethylphenol
ND
ug/L
10.0
1
10/05/15 10:30
10/09/15 20:57
105-67-9
Dimethylphthalate
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
131-11-3
Di-n-butylphthalate
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
84-74-2
4,6-Dinitro-2-methylphenol
ND
ug/L
20.0
1
10/05/15 10:30
10/09/15 20:57
534-52-1
REPORT OF LABORATORY ANALYSIS RECEIVEDDIMCDEUDWR
This report shall not be reproduced, except in full, APR 0 5 2017
Date: 10/16/2015 02:36 PM without the written consent of Pace Analytical Services, Inc.. WStSP GI}!�1ljy page 5 of 28
Penit@ingsecti®n

Pace Analytical Services, Inc.
aceAnalXical 2225 Riverside 04
Asheville, NC 28804
www.pacelabs.com
r [phone]
i
ANALYTICAL RESULTS
Project: TOWN OF MURPHY WWTP PPA
Pace Project No.: 92270117
Sample: PPA COMP Lab ID: 92270117002 Collected: 09/30/15 14:00 Received: 10/01/15 12:01 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua[
625 MSSV Analytical Method: EPA 625 Preparation Method: EPA 625
2,4-Dinitrophenol
ND
ug/L
50.0
1
10/05/15 10:30
10/09/15 20:57
51-28-5
2,4-Dinitrotoluene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
121-14-2
2,6-Dinitrotoluene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
606-20-2
Di-n-octylphthalate
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
117-84-0
bis(2-Ethylhexyl)phthalate
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
117-81-7
Fluoranthene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
206-44-0
Fluorene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
86-73-7
Hexachloro-1,3-butadiene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
87-68-3
Hexachlorobenzene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
118-74-1
Hexachlorocyclopentadiene
ND
ug/L
10.0
1
10/05/15 10:30
10/09/15 20:57
77-47-4
Hexachloroethane
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
193-39-5
Isophorone
ND
ug/L
10.0
1
10/05/15 10:30
10/09/15 20:57
78-59-1
Naphthalene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
91-20-3
Nitrobenzene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
98-95-3
2-Nitrophenol
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
88-75-5
4-Nitrophenol
ND
ug/L
50.0
1
10/05/15 10:30
10/09/15 20:57
100-02-7
N-Nitrosodimethylamine
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
621-64-7
N-Nitrosodiphenylamine
ND
ug/L
10.0
1
10/05/15 10:30
10/09/15 20:57
86-30-6
Pentachlorophenol
ND
ug/L
10.0
1
10/05/15 10:30
10/09/15 20:57
87-86-5
Phenanthrene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
85-01-8
Phenol
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
108-95-2
Pyrene
ND
ug/L
5.0
1
10/05/15 10:30
10/09/15 20:57
129-00-0
1,2,4-Trichlorobenzene
ND
ug/L
5.0
1
10/05/1510:30
10/09/1520:57
120-82-1
2,4,6 -Trichlorophenol
ND
ug/L
10.0
1
10/05/15 10:30
10/09/15 20:57
88-06-2
Surrogates
Nitrobenzene -d5 (S)
22
%
10-120
1
10/05/15 10:30
10/09/15 20:57
4165-60-0
2-Fluorobiphenyl (S)
21
%
15-120
1
10/05/15 10:30
10/09/15 20:57
321-60-8
Terphenyl-d14 (S)
52
%
11-131
1
10/05/15 10:30
10/09/15 20:57
1718-51-0
Phenol -d6 (S)
8
%
10-120
1
10/05/15 10:30
10/09/15 20:57
13127-88-3 SO
2-Fluorophenol (S)
12
%
10-120
1
10/05/15 10:30
10/09/15 20:57
367-12-4
2,4,6-Tribromophenol (S)
40
%
10-137
1
10/05/15 10:30
10/09/15 20:57
118-79-6
624 Volatile Organics
Analytical Method:
EPA 624
Benzene
ND
ug/L
2.0
1
10/13/15 00:59
71-43-2
Bromodichloromethane
ND
ug/L
2.0
1
10/13/15 00:59
75-27-4
Bromoform
ND
ug/L
2.0
1
10/13/15 00:59
75-25-2
Bromomethane
ND
ug/L
2.0
1
10/13/15 00:59
74-83-9
Carbon tetrachloride
ND
ug/L
2.0
1
10/13/15 00:59
56-23-5
Chlorobenzene
ND
ug/L
2.0
1
10/13/15 00:59
108-90-7
Chloroethane
ND
ug/L
2.0
1
10/13/15 00:59
75-00-3
Chloroform
2.6
ug/L
2.0
1
10/13/15 00:59
67-66-3
Chloromethane
ND
ug/L
2.0
1
10/13/15 00:59
74-87-3
Dibromochloromethane
ND
ug/L
2.0
1
10/13/15 00:59
124-48-1
1,2 -Dichlorobenzene
ND
ug/L
2.0
1
10/13/15 00:59
95-50-1
1,3 -Dichlorobenzene
ND
ug/L
2.0
1
10/13/15 00:59
541-73-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 10/16/2015 02:36 PM without the written consent of Pace Analytical Services, Inc.. Page 6 of 28

_. - aceAnalytical:v
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: TOWN OF MURPHY WWTP PPA
Pace Project No.: 92270117
Sample: PPA COMP Lab ID: 92270117002 Collected: 09/30/15 14:00 Received: 10/01/15 12:01 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method: EPA 624
1,4 -Dichlorobenzene
ND
ug/L
2.0
1
10/13/15 00:59
106-46-7
1,1-Dichloroethane
ND
ug/L
2.0
1
10/13/15 00:59
75-34-3
1,2-Dichloroethane
ND
ug/L
2.0
1
10/13/15 00:59
107-06-2
1,1-Dichloroethene
ND
ug/L
2.0
1
10/13/15 00:59
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
2.0
1
10/13/15 00:59
156-59-2
trans- 1,2-Dichloroethene
ND
ug/L
2.0
1
10/13/15 00:59
156-60-5
1,2-Dichloropropane
ND
ug/L
2.0
1
10/13/15 00:59
78-87-5
cis-1,3-Dichloropropene
ND
ug/L
2.0
1
10/13/15 00:59
10061-01-5
trans-1,3-Dichloropropene
ND
ug/L
2.0
1
10/13/15 00:59
10061-02-6
Ethylbenzene
ND
ug/L
2.0
1
10/13/15 00:59
100-41-4
Methylene Chloride
ND
ug/L
2.0
1
10/13/15 00:59
75-09-2
1,1,2,2 -Tetrachloroethane
ND
ug/L
2.0
1
10/13/15 00:59
79-34-5
Tetrachloroethene
ND
ug/L
2.0
1
10/13/15 00:59
127-18-4
Toluene
ND
ug/L
2.0
1
10/13/15 00:59
108-88-3
1,1,1 -Trichloroethane
ND
ug/L
2.0
1
10/13/15 00:59
71-55-6
1,1,2 -Trichloroethane
ND
ug/L
2.0
1
10/13/15 00:59
79-00-5
Trichloroethene
ND
ug/L
2.0
1
10/13/15 00:59
79-01-6
Trichlorofluoromethane
ND
ug/L
2.0
1
10/13/15 00:59
75-69-4
Vinyl chloride
ND
ug/L
2.0
1
10/13/15 00:59
75-01-4
Surrogates
4-13romofluorobenzene (S)
111
%
70-130
1
10/13/15 00:59
460-00-4
Toluene -d8 (S)
102
%
70-130
1
10/13/15 00:59
2037-26-5
1,2-Dichloroethane-d4 (S)
118
%
70-130
1
10/13/15 00:59
17060-07-0
350.1 Ammonia
Analytical Method:
EPA 350.1
Nitrogen, Ammonia
ND
mg/L
0.10
1
10/08/15 03:19
7664-41-7
351.2 Total Kjeldahl Nitrogen
Analytical Method:
EPA 351.2
Nitrogen, Kjeldahl, Total
0.96
mg/L
0.50
1
10/07/15 18:00
7727-37-9
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method:
EPA 353.2
Nitrogen, Nitrate
2.0
mg/L
0.020
1
10/01/15 23:19
Nitrogen, Nitrite
0.023
mg/L
0.020
1
10/01/15 23:19
Nitrogen, NO2 plus NO3
2.1
mg/L
0.020
1
10/01/15 23:19
365.1 Phosphorus, Total Analytical Method: EPA 365.1
Phosphorus 1.1 mg/L 0.050 1 10/07/1512:01 7723-14-0
420.4 Phenolics, Total Analytical Method: EPA420.4
Phenol ND mg/L 0.010 1 10/09/1517:47 108-95-2
Date: 10/16/2015 02:36 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 7 of 28

-- ;a?cieAnalyfical"
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: TOWN OF MURPHY WWTP PPA
Pace Project No.: 92270117
Sample: PPA LL Hg BLANK Lab ID: 92270117003 Collected: 09/30/1514:00 Received: 10101/1512:01 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua[
1631E Mercury,Low Level Analytical Method: EPA 1631 E Preparation Method: EPA 1631 E
Mercury 0.642 ng/L 0.50 1 10/08/1512:00 10/08/1515:56 7439-97-6
Date: 10/16/2015 02:36 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 8 of 28

aceAnalytical
wwwpacelabs.com
I
ANALYTICAL RESULTS
Project: TOWN OF MURPHY WWTP PPA
Pace Project No.: 92270117
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: PPA GRAB Lab ID: 92270117001 Collected: 09/30/1514:00 Received: 10/01/1512:01 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
450OCNE Cyanide, Total Analytical Method: SM 4500 -CN -E
Cyanide ND mg/L 0.0080 1 10/15/1512:07 57-12-5 H1
Date: 10/16/2015 02:36 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 4 of 28

Pace Analytical Services, Inc.
Id
r� 2225 Rverside Dr.
ane�Jai,�/�i Asheville, rvc 2'8804
/ m�vpaceta6scom � (828)254a176
1
F
ANALYTICAL RESULTS
Project- TOWN OF MURPHY W fP PPA
Pace Project No.: 92228866
Sample: PPA Lab ID: 92228866001 Collected: 12109/1413.45 Received: 12/0911417:06 Matrix: !Nater
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
HEM, Oil and Grease
Analytical Method: EPA 1684B
Oil and Grease
ND mg/L
5.0
1
12/17/1412:21
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Antimony
ND ug/L
5.0
1
12/10/1416:00
12/1111416:07 744036-0
Arsenic
ND ug/L
10.0
1
12/1011416:00
12111/1416:07 7440-38-2
Beryllium
ND ug/L
1.0
1
12110/1416:00
12111/1416:07 7440-41-7
Cadmium
ND ug/L
1.0
1
1211011416:00
12/11/1416:07 7440113-9
Chromium
ND ug/L
5.0
1
12/10/1416:00
1211111416:07 7440.47-3
Copper
ND ug/L
5.0
1
12/1011416:00
12111/1416:07 7440-50-8
Lead
ND ug/L
5.0
1
12/1011416:00
1211111416:07 7439-92-1
Nickel
ND ug/L
5.0
1
12/10/1416:00
12111/1416:07 7440.02-0
Selenium
ND ug/L
10.0
1
12/10/1416:00
12/11/1416:07 7782-49-2
Silver
ND ug/L
5.0
1
12110/1416:00
12/11/1416:07 7440-224
Thallium
ND ug/L
10.0
1
12110/1416:00
12/1111416:07 7440-28-0
Hardness, Total (SM 2340B)
30100 ug/L
662
1
12/10/1416:00
12111/1416:07
Zino
37.2 ug/L
10.0
1
1211011416:00
1211111416:07 7440-66-6
1631E Mercury,Low Level
Analytical Method: EPA 1631 E Preparation Method: EPA 1631 E
Mercury
9.71 ng/L
0.50
1
12/11/1415:30
12/12/1414:22 7439-97-6
626 MSSV
Analytical Method: EPA 625 Preparation Method: EPA 625
Acenaphthene
ND ug/L
5.0
1
12/11/1414:30
12/16/14 06:44 83-32-9
Acenaphthylene
ND ug/L
5.0
1
12/11/1414:30
12/16/1406:44 208-96-8
Anthracene
ND ug/L
5.0
1
12111/1414:30
12/16/14 06:44 120-12-7
Benzidine
ND ug/L
50.0
1
12/11/1414:30
1211611406:44 92-87-5
Benzo(a)anthracene
ND ug/L
5.0
1
1211111414:30
12/16/14 06A4 56-55-3
Benzo(a)pyrene
ND ug/L
5.0
1
12/11/1414:30
12/16/14 06:44 50-32-8
Benzo(b)fluoranthene
ND ug/L
5.0
1
12/1111414:30
12/16/14 06.44 205-99-2
Benzo(g,h,)perylene
ND ug/L
5.0
1
12/1111414:30
12/16/14 06:44 191-24-2
Benzo(k)fluoranthens
ND ug/L
5.0
1
1211111414:30
12/16/14 06:44 207-08-9
4-Bromopherrylphenyl ether
ND ug/L
5.0
1
12111/141430
12/16/14 06:44 101-55-3
Butylbenzylphthalate
ND ug/L
5.0
1
12111/1414:30
12/16/14 06.44 85-68-7
4-Chloro-3-methyiphenol
ND ug/L
5.0
1
12111/1414:30
12116/14 06.44 59-50-7
bis(2-Chloroethoxy)methane
ND ug/L
10.0
1
12/1111414:30
12/16/14 06:44 111-91-1
bis(2-Chlorcethyl) ether
ND ug1L
5.0
1
12111/1414:30
12/16/14 06:44 111 44 4
bis(2-Chloroisopmpyi) ether
ND ug/L
5.0
1
12/1111414:30
12/16/14 06:44 108-60-1
2-Chloronsphthalene
ND ug/L
5.0
1
12/11/1414:30
12/16/14 06:44 91-58-7
2 -Chlorophenol
ND ug/L
5.0
1
12/1111414:30
12/16/14 06:44 95-57-8
Chrysene
ND ug/L
5.0
1
12111/1414:30
12/16/14 06:44 218-01-9
Dibenz(a,h)anthracene
ND ug/L
5.0
1
12/11/1414:30
12/16/14 06:44 53-70-3
1,2 -Dichlorobenzene
ND ug/L
5.0
1
12/1111414:30
12/16/1406:44 95-50-1
1,3 -Dichlorobenzene
ND ug/L
5.0
1
12/1111414:30
12116114 06:44 541-73-1
1,4 -Dichlorobenzene
ND ug/L
5.0
1
1211111414:30
1211611406:44 106-46-7
3,3'-Dichlarobenzidine
ND ug/L
25.0
1
12/11/1414:30
12/16/14 06:44 91-94-1
2,4-Dichlorophenol
ND ug/L
5.0
1
12111/1414:30
12/16/14 06:44 120-83-2
Diethyiphihalate
ND ug/L
5.0
1
12111/141430
12/16/14 06:44 84-66-2
Date: 12/2212014 02:10 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
or .+
APR 0' 2017 Page 4of31
WaterCluaeity
Perminingsaction

aceAnalytical�
www.parPlabs rom
r
i
]
ANALYTICAL RESULTS
Project: TOWN OF MURPHY WWI•P PPA
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Project No.: 92228866
Sample: PPA Lab ID: 92228866001 Collected: 12/09/1413:45 Received: 1210911417:06 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
625 MSSV Analytical Method: EPA 625 Preparation Method: EPA 625
2,4 -Dimethylphenol
ND ug/L
10.0
1
12111/1414:30
12/16/14 06:44 105-67-9
Dimethylphthalate
ND ug/L
5.0
1
1211111414:30
1211611406:44 131-11-3
Di-n-butylphthalate
ND ug/L
5.0
1
12/11/1414:30
12/16/1406:44 84742
4,6-Dinitro-2-methylphenol
ND ug/L
20.0
1
12/1111414.30
12/16/14 06:44 53452-1
2,4-Dinitrophenol
ND ug/L
50.0
1
12/11/141430
12/16/14 06:44 51-28-5
2,4-Dinitrotoluene
ND ug/L
5.0
1
12/11/141430
12/16/14 06:44 121-14-2
2,6-Dinitrotoluene
ND ug/L
5.0 ,
1
12/1111414:30
12/16/14 08.44 606-20-2
Di-n-octylphthalate
ND ug/L
5.0
1
12111/1414:30
12/16/14 06:44 117-840
1,2-Diphenyihydrazine
ND ug/L
5.0
1
12/11/1414:30
12116/14 06:44 122-66-7
bis(2-Ethylhexyl)phthalate
ND ug/L
5.0
1
12/11/1414:30
12/16/14 06:44 117-81-7
Fiuoranthene
ND ug/L
5.0
1
121111141430
12116114 06:44 206-44-0
Fluorene
ND ug/L
5.0
1
12/1111414:30
12/16/14 06:44 86-73-7
Hexachloro-1,3-butadiene
ND ug/L
5.0
1
12/11/141430
12116114 06:44 87-68-3
Hexachlorobenzene
ND ug/L
5.0
1
12/11/1414,30
12[1611406-44 118-74-1
Hexachlorocyclopentadiene
ND ug/L
10.0
1
12/1111414:30
12/16/14 06.44 77-47-4
Hexachloroethane
ND ug/L
5.0
1
12/11/1414:30
12/16/1406:44 67-72-1
lndeno(1,2,3-4pyrene
NO uglL
5.0
1
12111/1414:30
12/16/14 06:44 193-39-5
Isophorone
ND ug/L
10.0
1
121111141430
12/16/14 06:44 78-59-1
Naphthalene
ND ugA-
5.0
1
12111/1414:3p
12/16/14 06:44 91-20-3
Nitrobenzene
ND ug/L
5.0
1
12111/1414:30
12/16/14 06:44 98-95-3
2-Nitrophenol
ND ug/L
5.0
1
12/11/1414:30
12/16/14 06:44 88-75-5
4-Nitrophenol
ND ug/L
50.0
1
12/11/1414:30
12/16/1406:44 100-02-7
N-Nitrosodimethyiamine
ND ug/L
5.0
1
12111/1414:30
12116/14 06,44 62-75-9
N-Nitroso-di-n-propylamine
ND ug/L
5.0
1
12/1111414:30
12/16/14 06:44 621-64-7
N-Nitrosodiphenylamine
ND ug/L
10.0
1
12111/1414:30
12/16/14 06:44 86-30-6
Pentachlorophenol
ND ug/L
10.0
1
12111/1414.30
12/16/14 06:44 87-86-5
Phenanthrene
ND ug/L
5.0
1
12/11/141430
12116/14 06.44 85-01-8
Phenol
ND ug/L
5.0
1
12111/1414:30
12/16114 06:44 108-95-2
Pyrene
ND ug/L
5.0
1
12/11/1414:30
12/16/14 06:44 129-00-0
1,2,4-Tdchlorobenzene
ND ug/L
5.0
1
12/11/14 14:30
12/16/14 06:44 120-82-1
2,4,6 -Trichlorophenol
ND ug/L
10.0
1
1211111414:30
12/16/14 06,44 88-06-2
Surrogates
Nitrobenzene -0 (S)
51 %
10-120
1
12111/1414:30
12/16/14 06:44 4165-60-0
2-Fluorobiphenyl (S)
46%
15-120
1
12111/1414:30
12/16/14 06:44 321-60-8
Terphenyl-dl4 (S)
58 %
11-131
1
12111/141430
12/16/14 06:44 1718-51-0
Phenot-d6 (S)
19%
10-120
1
12111/1414:30
12/16/14 06:44 13127-88-3
2-Fiuorophenol (S)
28%
10-120
1
12111/1414:30
12/16/14 06:44 367-12-4
2.4,6 Tribromophenol (S)
57%
10-137
1
12/11/1414:30
12/16/14 06:44 118-79-6
624 Volatile Organics
Analytical Method., EPA 624
Acrolein
ND ug/L
5.0
1
12111/1422:05 107-02-8
Acrylonitrile
ND ug/L
50.0
1
12/11/14 22:05 107-13-1
Benzene
ND ug/L
2.0
1
12/11/14 22:05 71-43-2
Bromodichloromethane
ND ug/L
2.0
1
12/11/14 22:05 75-27-4
Bromoform
ND ug/L
2.0
1
12111/1422:05 75-25-2
Bromomethane
ND ug/L
2.0
1
1211111422:05 7483-9
Carbon tetrachloride
ND ug/L
2.0
1
12/11/1422:05 56-23-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 1212212014 02:10 PM vaoutthe written consent of Pace Analytical Services, Inc.. Page 5 of 31

aceAnaliftal*
mvw"pacerabs.cwn
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(828)2547176
Project TOWN OF MURPHY VWdTP PPA
Pace Project No.: 92228866 "
Sample: PPA Lab ID: 92228866001 Collected: 12/09/1413:45 Received: 12/09/1417:06 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics
Analytical Method: EPA 624
Chlorobenzene
ND ug/L
Chloroethane
ND ug/L
2-Chloroethylvinyt ether
ND ug/L
Chloroform
7.4 ug1L
Chloromethane
ND ug/L
Dibromochloromethane
ND ug/L
1,1-Dichloroethane
ND ug/L
1,2-Dichloroethane
ND ug/L
1,1-Dichloroethene
ND ug/L
trans-1,2-Dichloroethene
ND ug/L
1,2-Dichloropropane
ND ug/L
cis-1,3-Dichloropropene
ND ug/L
trans-1,3-Dichloropropene
ND ug/L
Ethyibenzene
ND ug/L
Methylene Chloride
ND ug/L
1,1,2,2 -Tetrachloroethane
ND ug/L
Tetrachloroethene
ND ug/L
Toluene
ND ug/L
1,1,1 Trichloroethane
ND ug/L
1,1,2 Trichloroethane
ND ug/L
Trichloroethene
ND ug/L
Vinyl chloride
ND ug/L
Surrogates
12/11/1422:05 79-34-5
4-Bromofluorobenzene (S)
98 %
Toluene -d8 (S)
97%
1,2-Dichloroethane-d4 (S)
94%
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
351.2 Total KJeldaht Nitrogen
Analytical Method: EPA 351.2
Nitrogen, Kjeldahl, Total
1.6 mg/L
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.11 mg/L
Nitrogen, Nitrite
ND mg/L
Nitrogen, NO2 plus NO3
0.11 mg/L
353.2 Nitrogen, NO2fNO3 pre%
Analytical Method: EPA 353.2
Nitrogen, NO2 plus NO3
0.10 mg/L
366.1 Phosphorus, Total
Analytical Method: EPA 365,1
Phosphorus
0.57 mg/L
420.4 Phanolim Total
Analytical Method: EPA 420.4
Phenol
ND mg/L
Date: 12/22/2014 02:10 PM
2.0
1
12/11/1422:05 108-90-7
2.0
1
12111/1422:05 75-00-3
5.0
1
12/11/14 22:05 110-75-8
2.0
1
12/11/14 22:05 67-66-3
2.0
1
12/11/14 22:05 74-87-3
2.0
1
12/11/14 22:05 124-48-1
2.0
1
12/11114 22:05 75-343
2.0
1
12/11/14 22:05 107-06-2
2.0
1
12/11/14 22:05 75-35-4
2.0
1
12/11/14 22:05 156-60-5
2.0
1
12/11/14 22:05 78-87-5
2.0
1
12/11/1422:05 10061-01-5
2.0
1
12111/1422:05 10061-02-6
2.0
1
12/11/1422:05 IOD -41-4
2.0
1
12/11/1422:05 75-09-2
2.0
1
12/11/1422:05 79-34-5
2.0
1
12111/1422:05 127-1814
2.0
1
12/11/1422:05 108-88-3
2.0
1
12111/14 22:05 71-55-6
2.0
1
12/11/14 22:05 79-00-5
2.0
1
12/11/1422:05 79-01-6
2.0
1
12/11/1422:05 75-0114
70-130
1
12/11/14 22:05 46D-00-4
70-130
1
12/11/1422:05 2037-26-5
70-130
1
12/11/14 22:05 17060-07-0
0.10
1
12/15/1417:15 7664141-7
0.50
1
12120/1412:41 7727-37-9
0.020
1
12/10/14 22:05
0.020
1
12/10/14 22:05
0.020
1
12/10/14 22:05
0.020
1
12117/1419:48
0.050
1
12/22/14 08:41 7723-140
0.010
1
12/18/14 22:06 108-95-2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 6 of 31

aceAnalytical�
wmvpacetatrs.com
1
ANALYTICAL RESULTS
Project TOWN OF MURPHY WWfP PPA
Pace Project No.: 92228866
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: PPA GRAS Lab ID: 92228866002 Collected: 12/09/1413:50 Received: 12109/1417:06 Matrbc: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
-460OCNE Cyanide, Total Analytical Method: SM 4500 -CN -E
Cyanide ND mg/L 0.0080 1 12/1911415:34 57-12-5
Sample: LL Hg Blank Lab ID: 92228866003 Collected: 12/0911413:45 Received: 12109/1417:06 Matra: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1631E Mercury,Low Level Analytical Method: EPA 1631E Preparation Method: EPA 1631E
Mercury ND ng/L 0.50 1 12/11/1415,30 12/12/14 14:29 7439-97-6
Date: 12/22/2014 02:10 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 7 of 31

ac"Analiftal�
wrm:pacerabscom
E
Mr. Mark Teague
Environmental, Inc.
PO Box 954
Cullowhee, NC 28723
Pace Analytical Services, Inc.
205 East Meadow Road - Suite
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Laboratory Report
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Hunters iDe, NC 28078
[phone]
Page 1 of 1
Report Date: 06/21/2013
Date Received: 06/11/2013
Project: NCO020940 MURPHY 6111 -
Pace Project No.: 92161168
Sample; NC PASSIFAIL CHRONIC Lab ID: 92161968001 Collected: 06/11/1313.20 Matrix: Water
Parameters Results
C.dubia Pass/Fail Chronic PASS
Reviewed by:
Pam Cotten
[e-mail]
Raleigh Certification IDs
6701 Conference Drive Raleigh, NC 27607
North Carolina Wastewater Certification * 67
Units Report Limit Analyzed Qualifiers
06/12/13 00:00
North Carolina Bioassay Certification * 16
North Carolina Drinking Water Certification * 37731
Page 1 of

iceAnalytical Q
} xmvpamlablcwn
t
Laboratory Report
Mr. Mark Teague
Environmental, Inc.
PO Box 954
Cullowhee, NC 28723
PaceAnatytical Services, Inc,
2225 Riverside Dr
AsheviHe, NC 28804
[phone]
Page 1 of 1
Report Date: 06/25/2094
Date Received: 06/17/2014
Project Town of Murphy 6/17/2014
Pace Project No.: 92205682
Sample: Town of Murphy Lab ID: 92205682001 Collected: 06/17/1413:01 Matrix: Water
Parameters Results Units Report.Limit Analyzed Qualifiers
C.dubis Pass/Fail Chronic PASS 06/18/14 00:00
Reviewed by:
T/a
Pam Cotten
[e-mail]
Raleigh Certification IDS
6701 Conference Drive Raleigh, NC 27607
North Carolina Wastewater Certification #: 67
North Carolina Bioassay Certification #:16
North Carolina Drinking Water Certification * 37731
Page 1 of 2

7ceArlalytical
i
Laboratory Report
Mr. Mark Teague
Environmental, Inc.
PO Box 954
Cullowhee, NC 28723
Pace Analytical Services, Inc.
2225 Riverside Dr
Asheville, NC 28804
[phone]
Page 1 of 1
Report Date: 06/26/2015
Date Received: 06/0912015
Project Murphy NCO0206940 619
Pace Project No.: 92253543
Sample: NC PASSIFAIL CHRONIC Lab ID: 92253543001 Collected: 0610911513:00 Matrix: Water
Parameters Results Units Report Limit Analyzed Qualifiers
C.dubia Pass/Fail Chronic Pass 05/10/15 00:00
Reviewed by: C� tea. 2A
Stacy Tarle
[e-mail]
Raleigh Certification IDs
6701 Conference Drive, Raleigh, NC 27607
North Carolina Wastewater Certification #: 67
North Carolina Bioassay Certification#: 16
North Carolina Drinking Water Certification #. 37731
Page 1 of 2

Effluent Toxicity Resort Form - Chronic Pass/Fail and Acute LC50 Date 084ul-16
Facility., TOWN OF MURPHY EFFLUENT NPDEW NCO020940 Pipe# County; Cherokee
Laboratory Performing Test:
Comments
X
Signature of Opera n Respc Charge
X
Signature of Laboratory Supervisor
MAIL ORIGINAL TO Environmental SclencmBmnch
Div, of Water Quality
N.C. DENR
1621 Mall Service Center
Raleigh, North Carolina 27649-1621
North Carolina Ceriodaphnia Chronic Pass/Fail Reproduction Toxigty Test Chronic Test Results
CONTROL ORGANISMS Calculated t= 0.733
Critical Value= 2.508
1 2 3 4 5 6 7 8 9 10 11 12 % Reduction= 3.3%
# Young Produced 23 23 1 21 23 1 26 1 20 1 21 1 23 1 24 23 21 1 25 % Mortality Avg. Reprod.
Adult (L)ive (D)ead ULL-
L IL L L L L L L L L 0% 22.8 _
Control Control
Effluent % 2.2°/a 0% 22.0
reatment 2 Treatment 2
Control 4
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 7.8%
# Young Produced 19 22 22 24 24 16 26 24 19 19 24 25 % 3rd BroodLPASS FAIL
Adult (L)ive (0)ead L L L L L L L L L L L L 100%
Complete This for Maher Test Test Start Date
Sted) Date 29 -Jun -16
PH 1st sample 1st sample 2nd sample ample 1 27 -jun -le Sample 2 29 -Jun -16
Control 7.8 7.9 7.77.9 7.5 7.8
Treatment 2 7.7 7.9 7.8 7.9 7.9 7.8 Grab Comp Duration 1st 2nd
Sample 1 X bra. Tox Tax
start end start and start end Sample 2 X Lithm. Dilution Sample Sample
D.O. lot sample 1st sample 2nd sample Hardness (mWL) 44.0
Control $.4 7.6 7.7 8.1 7.8 7.7 Spec. Cond. (pmhos) 188 192 412
Treatment 2 8.4 8.1 8.1 7.9 7.9 7.5 Chlorine (mgt) <0.05 <0.05
Sample Temp. at receipt CC) 0.0 0.0
LC50/Acute Toxlclty Test
(Mortality expressed as °to, combining replicates)
corrcentratior,
Mortality startlend star /end
F%cognWdenceumits
Method of Determination Control
oving Average Probit � High Connpearman Kerber Other pH D.O.
E1--
10irganism Tested Cerioda hnia dubia
DEM Form AT71
Page 2 of 7