NC0021156_Renewal Application_20140714

NPDES DOCUWENT SCANNING COVER SHEET
NPDES Permit:
NC0021156
Mount Holly WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Renewal Application
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
July 24, 2014
This documeat is printed on reuse paper - igzlore any
content oa the resrerse side

MOUNT
HOLLY ;
400 East Central Avenue
Post Office Box 406
Mount Holly, NC 28120
704-827-4261
704-827-6306 Fax
Website: www.ntthollv.us
Thursda , July 24, 2014
NCDENR/D
Attn: NPDES Unit
�olt 44ewwil
CITY Of MOUNT HOLLY
UTILITIES DEPARTMENT
1617 Mail Service Center (� Z^�S� p'�
Raleigh, NC 27699-1617 VAt1
Re: NPDES Permit 4 NCO021156 Renewal ALL
lip
�
��
Please See Att
WATER TREATMENT
WAS I MA PIR TRitA I Mr,NT
STORMWAIF.R
GIS TECI INOLOGY
achments J
To whom it may concern, iV S
Please accept the City of Mount Holly pen t renewal form for permit „ NC0021 156. Attached with this cover letter is the completed
Form 2A NPDES with Attachments I-VII. Current) we are still testing with the second species for toxicit , attachment V contains all
the toxicity test performed in the last tour and one half years. Upon completion of the uta two tests we will forward those reports to
you. You will find below an outline of each section that requires effluent monitoring data and dates in which the data was pulled from.
• Section A.6.b&c data was pulled front July I, 2011 —June 30, 2014
• Section A.12 data was pulled from March I,2012— March 31 2014
• Section B.6 data was pulled from March I. 2012 — March 31. 2014 and Three pollutant Scans.
• Par D data was pulled from March 1.2012 — March 31. 2014 and Three pollutant Scans.
If any additional data is required please let me know and I will forward it as soon as possible.
Sincerely,
DVny Jackson
City Mana er
4L
J 6OD
1�o1
RECEIVED/DENR/DWR
AUG - 1 2014
Water Quality
Permitting Section

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Mount Holly WWTP, NCO021156 Renewal Catawba
FORM
2A
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a 'Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow Z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRAXERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRAICERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter I, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
C. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
Page t of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Permit Renewal
Catawba
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.1. Facility Information.
Facility Name Mount Holly W WTP
Mailing Address P.O Box 406 Mount Holly, NC 28120
Contact Person Jonathan Jordan
Title Wastewater Treatment Plant Superintendent
Telephone Number 704 8274261
Facility Address 7 Broome St Mount Holly NC 28120
(not P.O. Box)
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name City of Mount Holly
Mailing Address P.O Box 406 Mount Holly NC 28120
Contact Person Danny Jackson
Title City Manager
Telephone Number [phone]
Is the applicant the owner or operator (or both) of the treatment works?
E owner E operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
❑ facility E 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 N00021156 PSD
uIC Other Land Application W00001863
RCRA Other Storm Water NGG110000
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
City of Mount Holly 13,676 (2010 Census) Separate (sanitary) Municipal
Total population served 13,676 RECEIVEDIDENRIDWR
� � r
Water Quality - Page 2 of 30
Permitting Section

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Mount Holly WVVfP, NCO021156 Renewal I Catawba
A.S. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes ® 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 ® No
A.6. 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 121h month of "this year' occurring no more than three months prior to this application submittal.
a. Design flow rate 4.0 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 1.98 2.01 2.09
C. Maximum daily flow rate 6.15 7.90 6.16
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.
® Separate sanitary sewer 100 %
❑ Combined stone and sanitary sewer %
A.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ® 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
V. 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:
Location:
Number of acres:
X No
Yes
Annual average daily volume applied to site: mgd
Is land application ❑ continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? ❑ Yes
mgd
❑ No
© No
RECEIVED/DENR/DWR
AUG - 1 2014
Water Quality Page 3 of 30
Permitting Section

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly VWVfP, NCO021156
Renewal
Catawba
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 ( 1
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number ( )
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.B. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes
® 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?
RECEIVED/DENR/DWR
AUG - 1 2014
Water Quality
PennRtlng Section
Page 4 of 30

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Mount Holly WWTP, NCO021156 Renewal Catawba
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 001
It. Location Mount Holly 28120
(City or town, if applicable) (Zip Code)
Gaston North Carolina
(County) (State)
(Latitude)
C. Distance from shore (if applicable)
d. Depth below surface (if applicable)
e. Average daily flow rate
f. Does this ouffall have either an intermittent or a periodic discharge?
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
Months in which discharge occurs:
g. Is oudall equipped with a diffuser?
A.10. Description of Receiving Waters
(Longitude)
ft.
ft.
2.09 mgd
❑ Yes ® No (go to A.9.g.)
❑ Yes ® No
mgd
a. Name of receiving water Catawba River
b. Name of watershed (if known) Catawba River Basin
United Slates Soil Conservation Service 14-digit watershed code (if known):
C. Name of State Management/River Basin (if known): Catawba River Basinwide Mot. Plan
United States Geological Survey 8-digit hydrologic cataloging unit code (if known): 03050101
d. Critical low flow of receiving stream (if applicable)
acute cis chronic cis
e. Total hardness of receiving stream at critical low flow (if applicable): mgll of CaCO3
AUG - 1 2014
Water
P�S we 5 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary ® Secondary
❑ Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 90 %
Design SS removal 90 %
Design P removal %
Design N removal %
Other %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Choldration
If disinfection is by chlorination is dechlorination used for this burial? ® Yes ❑ No
Does the treatment plant have post aeration? ❑ Yes ❑ 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
Ouffall number. 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
pH (Minimum)
6.2
S.U.
pH (Ma)imum)
7.2
S.U.
Flow Rate
7.904
MGD
2.157
MGD
760
Temperature (Winter)
23
°C
14.2
°C
332
Temperature (Summer)
28
°C
23.1
°C
168
For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
MLIMDL
Cone.
Units
Conc.
Units
Numberof
METHOD
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
33.0
m /L
4.74
1 m /L
499
SM521OB-20
2.0
DEMAND (Report one)
CBOD5
FECAL COLIFORM
6000
#100mL
287.76
#100mL
500
SM 9222 D
2.0
TOTAL SUSPENDED SOLIDS (TSS)
33.0
m /L
15.55
mg/L
499
SM 2440 D
2.0
END OF PART A.
REFER TO TFE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
Page 6 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
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 2 0.1 mgd must answer questions 8.1 through B.6. All others go to Part C (Certification).
B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
>10,000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
We are currently are performing an Inflow and Infiltration study, at this time a report has not been generated.
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.) Please See Attachment II
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 ouffalls 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.
I. If the treatment works receives waste that is classed 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. Please See Attachment III
BA. 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 ® 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. ( 1
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
Page 7 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NC0021156
Renewal
Catawba
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 I / I l
- End Construction I I I l
- Begin Discharge I l I l
- 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 QAIQC requirements of 40 CFR Part 136 and other appropriate
QAIQC 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
MLIMDL
Cone.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
7.2
mg/L
.397
mglL
315
350.1
0.10
CHLORINE (TOTAL
49
ug1L
26.71
ug/L
499
SM 4500 Cl G
20.0
RESIDUAL, TRC)
DISSOLVED OXYGEN
10.6
mg/L
6.5
mg/L
499
SM 4500 OG
mg/L
TOTAL KJELDAHL
NITROGEN (TKN)
24
mg/L
2.88
mg/L
109
351.2
0.60
NITRATE PLUS NITRITE
32
mg/L
16.72
mg1L
109
353.2
0.20
NITROGEN
OIL and GREASE
4.9
mg/L
4.7
mglL
3
1664A
4.60
PHOSPHORUS (total)
7.8
mg/L
2.829
mg/L
109
366.1
0.10
TOTAL DISSOLVED SOLIDS
(TDS)
490
mil
483.3
mg/L
3
SM 2640 C
10.0
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
Page 8 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
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 Inforalion packet:
® Part D (Expanded Effluent Testing Data)
® Part E (Toxicity Testing: Biomonitoring Data)
® 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. 1 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 Rwnv Jackson 9 CrtvAAana
Signature N04v�"4 4'. taLj:C�L
Telephone number 70044/)827- 9311
Date signed / - 2- L -
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
Page 9 of 30

FACILITY NAME AND PERMIT NUMBER:
Mount Holly WWTP, NCO021156
PERMIT ACTION REQUESTED:
Renewal
RIVERBASIN:
Catawba
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 forth. Al 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 outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
0.042
mg/L
0.034
mg/L
12
200.8
0.001
ARSENIC
0.013
mg/L
0.0011
mg/L
12
200.8
0.001
BERYLLIUM
<0.0004
mg/L
<0.0004
mg/L
3
200.8
0.0004
CADMIUM
0.0010
mg/L
0,0002
mg/L
12
200.8
0.0001
CHROMIUM
0.0074
mg/L
0.0056
mg/L
12
200.8
0.005
COPPER
19.0
mg/L
1.59
mg/L
12
200.8
0.001
LEAD
0.002
mg/L
0.0011
mglL
12
200.8
0.001
MERCURY
15.4
ng/L
6.84
ng/L
27
1631 E
0.600
NICKEL
<0.005
mg/L
<0.005
mg/L
12
200.8
0.005
SELENIUM
0.005
mg/L
0.0028
mg/L
12
200.8
0.001
SILVER
<0.001
mg/L
<0.001
mg/L
12
200.8
0.001
THALLIUM
<0.0005
mg/L
-0.0005
mg/L
3
200.8
0.0005
ZINC
66o
mg/L
5.53
mg/L
12
200.8
0.01
CYANIDE
<0.01
mg/L
<0.01
mg/L
12
10-204-00-1-X
0.01
TOTAL PHENOLIC
COMPOUNDS
0.055
mg/L
0.0226
mg/L
9
420.4
0.02
HARDNESS (as CaCO3)
50
mg/L
44.3
mg/L
3
SM 2340 C
10
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
Page 10 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
MLIMDL
Number
Cone.
TUnits
Mass
Units
Conc.
Units
Mass
Units
Of
METHOD
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
<50.0
ug/L
<50.0
ug/L
3
624
50.0
ACRYLONITRILE
<50.0
ug/L
<50.0
ug/L
3
624
50.0
BENZENE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
BROMOFORM
9.8
ug/L
6.6
ug/L
3
624
5.0
CARBON
<5.0
ug/L
<5.0
uglL
3
624
5.0
TETRACHLORIDE
CHLOROBENZENE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
CHLORODIBROMO-
g
uglL
6.23
ug/L
3
624
5.0
METHANE
CHLOROETHANE
<5.0
uglL
<5.0
ug/L
3
624
5.0
2-CHLOROETHYLVINYL
<10.0
ug/L
<10.0
ug/L
3
624
10.0
ETHER
CHLOROFORM
<5.0
ug/L
<5.0
ug/L
3
624
5.0
DICHLOROBROMO-
<5.0
uglL
<5.0
ug/L
3
624
5.0
METHANE
1,1-DICHLOROETHANE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
1,2-DICHLOROETHANE
<5.0
ug/L
<5.0
uglL
3
624
5.0
TRANS-I,2-DICHLORO-
<5.0
ug/L
<5.0
ug/L
3
624
5.0
ETHYLENE
1,1-DICHLORO-
<5.0
ug/L
<5.0
ug/L
3
624
5.0
ETHYLENE
1,2-DICHLOROPROPANE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
1,3-DICHLORO-
<5.0
ug/L
<5.0
ug/L
3
624
5.0
PROPYLENE
ETHYLBENZENE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
METHYLBROMIDE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
METHYLCHLORIDE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
METHYLENE CHLORIDE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
1,1,2,2-TETRA-
<5.0
ug/L
<5.0
ug/L
3
624
5.0
CHLOROETHANE
TETRACHLORO-
<5.0
ug/L
<5.0
ug/L
3
624
5.0
ETHYLENE
TOLUENE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
Page 11 of 30

FACILITY NAME AND PERMIT NUMBER:
Mount Holly WWTP, NCO021156
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
1,1,1
TRICHLOROETHANE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
1,1,2
TRICHLOROETHANE
<5.0
ug/L
<5.0
uglL
3
624
5.0
TRICHLOROETHYLENE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
VINYL CHLORIDE
<5.0
ug/L
<5.0
ug/L
3
624
5.0
Use this space (or a separate sheet) to provide information on other volatile organic compounds requested by the permit writer
ACID -EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL
<2.0
ug/L
<2.0
ug/L
3
625
2.0
2-CHLOROPHENOL
<2.0
ug/L
<2.0
ug/L
3
625
2.0
2,4-DICHLOROPHENOL
<2.0
ug/L
<2.0
ug/L
3
625
2.0
2,4-DIMETHYLPHENOL
<2.0
ug/L
<2.0
ug/L
3
625
2.0
4,8-DINITRO-O-CRESOL
<5.3
ug/L
<5.3
ug/L
3
625
2.0
2,4-DINITROPHENOL
<5.3
ug/L
<5.3
ug/L
3
625
2.0
2-NITROPHENOL
<4.1
ug/L
<4.1
ug/L
3
625
4.1
4-NITROPHENOL
<10.0
ug/L
<10.0
uglL
3
625
10.0
PENfACHLOROPHENOL
<10.0
ug/L
<10.0
ug/L
3
625
10.0
PHENOL
<2.0
ug/L
<2.0
ug/L
3
625
2.0
2,4,6-
TRICHLOROPHENOL
<2.0
ug/L
<2.0
ug/L
3
625
2.0
Use this space (or a separate sheet) to provide information on other acid -extractable compounds requested by the permit writer
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
ACENAPHTHYLENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
ANTHRACENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
BENZIDINE
<10.0
ug/L
<2.0
ug/L
3
625
10.0
BENZO(A)ANTHRACENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
BENZO(A)PYRENE
<2.0
ug/L
4
<2.0
ug/L
3
625
2.0
Page 12 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
Number
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
3,4 BENZO-
FLUORANTHENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
BENZO(GHI)PERYLENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
BENZO(K)
FLUORANTHENE
<2.0
ug/L
<2.0
uglL
3
625
2.0
BIS (2-CHLOROETHOXY)
<2.0
ug/L
<2.0
ug/L
3
625
2.0
METHANE
BIS (2-CHLOROETHYL)-
<2.0
ug/L
<2.0
ug/L
3
625
2.0
ETHER
BIS (2-CHLOROISO-
c2.0
ug/L
<2.0
ug/L
3
625
2.0
PROPYL)ETHER
BIS (2-ETHYLHEXYL)
<10.0
ug/L
<10.0
ug/L
3
625
10.0
PHTHALATE
4-BROMOPHENYL
<2.0
uglL
c2.0
uglL
3
625
2.0
PHENYLETHER
BUTYL BENZYL
<10.0
ug/L
<10.0
ug/L
3
625
10.0
PHTHALATE
2-CHLORO-
<2.0
ug/L
<2.0
ug/L
3
625
2.0
NAPHTHALENE
4-CHLORPHENYL
<2.0
ug/L
<2.0
ug/L
3
625
2.0
PHENYL ETHER
CHRYSENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
DI-N-BUTYL PHTHALATE
<10.0
ug/L
<10.0
ug/L
3
625
10.0
DI-N-OCTYL PHTHALATE
<10.0
ug/L
<10.0
ug/L
3
625
10.0
DIBENZO(A,H)
<2.0
ug/L
<2.0
ug/L
3
625
2.0
ANTHRACENE
1,2-DICHLOROBENZENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
1,3-DICHLOROBENZENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
1,4-DICHLOROBENZENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
3,3-DICHLORO.
<10.0
ug/L
<10.0
ug/L
3
625
10.0
BENZIDINE
DIETHYL PHTHALATE
<10.0
ug/L
<10.0
ug/L
3
625
10.0
DIMETHYL PHTHALATE
<10.0
ug/L
<10.0
ug/L
3
625
10.0
2,4-DINITROTOLUENE
<4.1
ug/L
<4.1
ug/L
3
625
4.1
2,6-DINITROTOLUENE
<4.1
ug/L
<4.1
ug/L
3
625
4.1
1,2-DIPHENYL-
<20
ug/L
<2.0
ug/L
3
625
2.0
HYDRAZINE
Page 13 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
Oufall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
MLIMDL
Number
Cone.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
FLUORANTHENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
FLUORENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
HEXACHLOROBENZENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
HEXACHLORO-
<2.0
ug/L
<2.0
ug/L
3
625
2.0
BUTADIENE
HEXACHLOROCYCLO-
<10.0
ug/L
<10.0
ug/L
3
625
10.0
PENTADIENE
HEXACHLOROETHANE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
INDENO(1,2,3-CD)
<2,0
ug/L
<2.0
ug/L
3
625
2.0
PYRENE
ISOPHORONE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
NAPHTHALENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
NITROBENZENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
N-NRROSODI-N-
<2,0
ug/L
<2.0
ug/L
3
625
2.0
PROPYLAMINE
N-NITROSODI-
<2.0
ug/L
<2.0
ug/L
3
625
2.0
METHYLAMINE
N-NITROSODI-
<2.0
uglL
<2.0
ug/L
3
625
2.0
PHENYLAMINE
PHENANTHRENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
PYRENE
<2.0
ug/L
<2.0
ug/L
3
625
2.0
1,2,4-
<2.0
ug/L
<2.0
ug/L
3
625
2.0
TRICHLOROBENZENE
Use this space (or a separate sheet) to provide information on other base -neutral compounds requested by the permit writer
Use this space (or a separate sheet) to provide information on other pollutants (e.g., pesticides) requested by the permit writer
END OF PART D.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
Page 14 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
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 discharge points: 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 Qi
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 form to
complete.
E.1. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years. Please See Attachment V
® 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 lest). Copy this page if more than three tests are being reported.
Test number. Test number: Test number:
a. Test information.
Test Species & lest method number
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 samplecollection 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 dechlorinaflon
Page 16 of 30

FACILITY NAME AND PERMIT NUMBER:
Mount Holly WWTP, NCO021156
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
Test number: Test number: Test number:
e. Describe the point in the treatment process at which the sample was collected.
Sample was collected:
I. For each test, include whether the test was intended to assess chronic toxicity, acute toxicity, or both
Chronic toxicity
Acute toxicity
g. Provide the type of test performed.
Static
Static -renewal
Flow -through
h. Source of dilution water. If laboratory water, specify type: if receiving water, specify source.
Laboratory water
Receiving water
I. Type of dilution water. If salt water, specify "natural" or type of artificial sea salts or brine used.
Fresh water
Salt water
I. Give the percentage effluent used for all concentrations in the test series.
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH
Salinity
Temperature
Ammonia
Dissolved oxygen
I. Test Results.
Acute:
Percent survival in 100%
effluent
0 �0
LC50
95% C.I.
%
%
%
Control percent survival
%
%
%
Other (describe)
Page 16 of 30

FACILITY NAME AND PERMIT NUMBER:
Mount Holly WWTP, NCO021156
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
Chronic:
NOEC
%
%
%
ICu
%
%
%
Control percent survival
%
%
%
Other (describe)
m. Quality Control/Quality Assurance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run (MMIDD/YYYY)?
Other (describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes ® No If yes, describe:
Ed, Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitodng test information, or information regarding the
cause of toxicity, within the past four and one-half years, provide the dates the information was submitted to the permitting authority and a summary
of the results.
Date submitted: / / (MM/DD/YYYY)
Summary of results: (see instructions)
END OF PART E.
REFER TO THE APPLICATION OVERVIEW IPAGE 1 TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
Page 18 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
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.
a. Number of non -categorical SIUs. 2
b. Number of ClUs. 2
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: American and Efrd. INC
Mailing Address: P.O. Box 507
Mount Holly, NC 28120
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Process Water. Wash down water. Domestic Wastewater. Boiler/Coolino tower Blowdown. Cooling/Hvac water
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):Sewing. Embroidery Threads and Industrial yams
Raw material(s): Cotton . Polyester. Nylon greige yam. Dves and auxiliary chemicals
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.
53T006.8 gpd (X 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.
43,541.1 gpd (X continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ® Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
410 Textile
Page 19 of 30

FACILITY NAME AND PERMIT NUMBER:
Mount Holly WINTP, NCO021156
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
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 ® No If yes, describe each episode.
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 CERCLAIRCRAor other remedial waste originates (or is excepted to origniate in the
next five years).
The Jadco-Hughes Site located at 760 Cason St Belmont NC was a former solvent reclamation and storage facility that was closed in 1975
This site is does not have a IUP but the City has an agreement that allows them to discharge a daily max of 0.075 MGD to the POTW
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.)
Please see attachment VI
F.15. 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):
The untreated ground water is aerated in a 18,700 gallon equalization and Passed through a 1900 LB activated carbon gas phase adsorber
b. Is the discharge (or will the discharge be) continuous or intermittent?
® Continuous ❑ Intermittent If intermittent, describe discharge schedule.
Page 20 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
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 CERCLAIRCRA/or other remedial waste originates (or is excepted to ongniate in the
next five years).
Triangle Texaco is located at 201 N. Main St. Mount Holly NC and the site of a Environmental Remediation of a former leaking UST site. The
consulting company is awaiting approval from the state to proceed at this time. The estimated time to start operation is September 2014.
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.)
Please see attachment VII
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):
The around water is Pumped from multiple wells and sent through a air stripper.
b. Is the discharge (or will the discharge be) continuous or intermittent?
® Continuous ❑ Intermittent If intermittent, describe discharge schedule.
Page 21 of 30

FACILITY NAME AND PERMIT NUMBER:
Mount Holly WWTP, NCO021156
GENERAL INFORMATION:
PERMIT ACTION REQUESTED: RIVER BASIN:
Renewal Catawba
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.
C. Number of non -categorical SIUs. 2
d. Number of CIUs. 2
SIGNIFICANT INDUSTRIAL USER INFORMATION:
the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
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:
Mailing Address:
Mount Holly NC 28120
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Process water, wash down water, domestic and recycled wastewater cooling water, Boiledcoolino tower blowdown and HVAC water.
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): Airlaid non wovens for feminine hygiene Products, speciality wipes. na kins and incontinence Products
Raw material(s): Wood pulp. Biocomoonent synthetic fiber, synthetic binders
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.
29,743.0 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.
57.736.4 gpd (X continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ® Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
Page 22 of 30

FACILITY NAME AND PERMIT NUMBER:
Mount Holly WUVfP, NCO021156
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
F.S. 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 ® No If yes, describe each episode.
Page 23 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
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: Clariant Corporation
Mailing Address: 625 E. Catawba AVE
Mount Holly NC 28120
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Process water, Domestic wastewater, Boiler/Cooling tower blowdown and stormwater.
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): Specialty Chemicals (200t) including surface-active agents and DEET
Raw material(s): Alcohol Oils Soaps Acids
F.6. 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.
60.332,5 gpd (X continuous or 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.
44.776.4 gpd (X continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ® Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
40 CFR 414 & 455
Page 24 of 30

FACILITY NAME AND PERMIT NUMBER:
Mount Holly VVVVTP, NCO021156
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
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 ® No If yes, describe each episode.
Page 25 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWfP, NCO021156
Renewal
Catawba
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
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: Daimler Trucks North America (Mount Holly)
Mailing Address: 1800 North Main St
Mount Holly NC 28120
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Process Water. Wash down water. Domestic Wastewater. Boiler/Cooling tower Blowdown. Cooling/Hvac water. HVAC Water
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): M2 Freightliner Trucks
Raw material(s): Aluminum, steel, acids, bases, organic solvents, and organic paints
F.6. Flow Rate.
g. 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.
12,280.2 gpd (X continuous or intermittent)
h. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flaw discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
38, 048.6 gpd (X continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SlU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ® Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
40 CFR 413
Page 26 of 30

FACILITY NAME AND PERMIT NUMBER:
Mount Holly WWTP, NCO021156
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
F.S. 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 ® No If yes, describe each episode.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
Page 27 of 30

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Mount Holly WWTP, NCO021156
Renewal
Catawba
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system, complete Part G.
GA. System Map. Provide a map indicating the following: (may be included with Basic Application Information)
a. All CSO discharge points.
b. Sensitive use areas potentially affected by CSOs (e.g., beaches, drinking water supplies, shellfish beds, sensitive aquatic ecosystems, and
outstanding natural resource waters).
C. Waters that support threatened and endangered species potentially affected by CSOs.
G.2. System Diagram. Provide a diagram, either in the map provided in G.1 or on a separate drawing, of the combined sewer collection system that
includes the following information.
a. Location of major sewer trunk lines, both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed into the combined sewer system.
C. Locations of in -line and off-line storage structures.
d. Locations of flow -regulating devices.
e. Locations of pump stations.
CSO OUTFALLS:
Complete questions G.3 through G.6 once for each CSO discharee point.
G.3. Description of Outfall.
a. Outfall number
b. Location
(City or town, if applicable) (Zip Code)
(County) (State)
(Latitude) (Longitude)
C. Distance from shore (if applicable) ft.
d. Depth below surface (if applicable) ft.
e. Which of the following were monitored during the last year for this CSO?
❑ Rainfall ❑ CSO pollutant concentrations ❑ CSO frequency
❑ CSO flow volume ❑ Receiving water quality
f. How many storm events were monitored during the last year?
GA. CSO Events.
a. Give the number of CSO events in the last year.
events (❑ actual or ❑ approx.)
b. Give the average duration per CSO event.
hours (❑ actual or ❑ approx.)
Page 28 of 30

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Mount Holly WWTP, NCO021156 Renewal Catawba
C. Give the average volume per CSO event.
million gallons (❑ actual or ❑ approx.)
d. Give the minimum rainfall that caused a CSO event in the last year
Inches of rainfall
G.S. Description of Receiving Waters.
a. Name of receiving water:
b. Name of watershed/river/stream system:
United State Soil Conservation Service 14-digit watershed code (if known):
C. Name of State Management/River Basin:
United States Geological Survey B-digit hydrologic cataloging unit code if known):
G.B. CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO (e.g., permanent or intermittent beach closings, permanent or
intermittent shell fish bed closings, fish kills, fish advisories, other recreational loss, or violation of any applicable Slate water quality standard).
END OF PART G.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
Page 29 of 30

Additional information, if provided, will appear on the following pages.
I
NPDES FORM 2A Additional Information

ATTACHMENT I
Sludge Management Plan

MT. HOLLY SLUDGE
SLUDGE MANAGEMENT PLAN
Sludge is wasted to two 750,000 gallon holding tanks that serve as storage
and aeration of biosolids.These tanks are frequently decanted to remove
excess water and to thicken sludge,generally to about 3% concentration.
Synagro is the contracted sludge hauler that delivers the sludge to the
farmers where it is land applied. The sludge is processed in the same tanks
for vector reduction and pathogen destruction.The sludge will be analyzed
for complete digestion and lime stabilized when needed before hauling.
The city holds land application permit # WQ 0001863 which includes the
approved land application sites.

SITE SUMMARY
City of Mt Holly
Mt. Holly. NC
Site ID: NC-GA-41
Owners Name: Greg Springs
Address: 427 S. Main St
Mt Holly NC 28120
Phone: [phone]
Operator: Same as above
Estimated
Total Applicable
Fields Acres Acres
Predominant Latitude &
Cron(s) Slone M Soil Series Lonaitude
01
6.8
6.8
Fescue
2-8
LdB2
Lloyd
35 17 45 N
81 01 55 W
06
15.2
14.3
Fescue
2-8
I-d B2
Lloyd
351751 N
81 01 50 W
09
17.0
13.5
Fescue
2-8
Ld B2
Lloyd
35 17 39 N
81 01 53 W
10
20.7
17.5
Fescue
2-8
LdB2
Lloyd
35 17 48 N
81 01 37 W
14
12.5
9.7
Fescue
2-8
LdB2
Lloyd
35 17 42 N
1810142 W
TOTALS 72.2 61.8
Notes:
Date: 03/09M 2
The compliance boundary is established at either 250 feet from the residuals
application area or 50 feet within the property boundary, whichever is closest to the
application area. The review boundary is established midway between the compliance
,boundary and the perimeter of the residuals application area.

SITE SUMMARY
City of Mt Holly
Mt. Holly. NC
Site ID: NC-GA-44
Owners Name: George Bennett Allen
(Field 01)
Address: 2552 Lincointon Hwy
Cherryville, NC 28021
Phone: [phone] (H)
704-691-9497 (cell)
Operator: Same
Estimated
Total Applicable
Fields Acres Acres
R-Anell Housing Group
(Fields 02 & 03)
235 Anthony Grove Rd
Crouse, NC 28033
704-445-9610
George Bennett Allen
Predominant Latitude &
Crne(sl Slnne f%l Snil Series Lnnnihirlp
1
10.0
6.9
Fescue
6 - 15
WeD
Wedowee
35 23 59 N
81 19 48 W
2
18.9
18.9
Fescue
6 -15
ApB
Appling
35 23 52 N
81 19 31 W
3
40.0
37.5
Fescue
2-8
CdB2
Cecil
35 23 41 N
8119 35 W
TOTALS 68.9 63.3
Notes:
Date: 03/09/12
The compliance boundary is established at either 250 feet from the residuals application
area or 50 feet within the property boundary, whichever is closest to the application
area. The review boundary Is established midway between the compliance boundary
and the perimeter of the residuals application area.

Site ID:
Owners Name:
SITE SUMMARY
NC-LT-43
Gary Duckworth
City of Mt Holly
Mt. Holly. NC
Address: 857 S. Hwy 16
Stanley, NC 28164
Phone: [phone] (home) 704-996-0849 (cell)
Operator:
Total
Fields Acres
Same as above
Estimated
Applicable
Acres
Predominant Latitude &
Crnnisl Slnne 101M Snil Series Lnnnituda
01
13.6
11.2
Fescue
2-8
CeB2
Cecil
35 25 30 N
80 59 50 W
02
22.3
21.0
Fescue
2-8
CeB2
Cecil
35 25 35 N
80 59 46 W
03
11.0
10.0
Fescue
2-8
CeB2
Cecil
35 25 47 N
80 59 56 W
04
15.0
6.0
Fescue
8 -15
PeC2
Pacolet
35 25 36 N
80 59 41 W
TOTALS 61.9 48.2
Notes:
Date: 03/09/12
The compliance boundary is established at either 250 feet from the residuals application
area or 50 feet within the property boundary, whichever is closest to the application
area. The review boundary is established midway between the compliance boundary
and the perimeter of the residuals application area.

SITE SUMMARY
City of Mount Holly
WQ0001863
Site ID:
NC-LT-46
Owner:
Tony Jones
Address:
1418 Nature Preserve Rd
Denver, NC 28037
Phone:
704A83-1600
Operator:
Same
Lincoln Co,
Estimated RYE -based Predominant Latitude/
Applicable Annual PAN Soil Series Longitude
Klalda Ar_rAA Crnntal 11 RIACIVRI hnan iinitl in M R1
1
11.8
Fescue
ha
209
Cecil
CeB2
35 24 32 N
81 02 27 W
2
45.2
Fescue
(pasture)
209
Cecil
CeB2
35 24 42 N
810206 W
3
9.9
Fescue
ha
209
Cecil
Ce82
35 24 22 N
81 02 51
4
19.4
Fescue
(pasture)
209
Cecil
CeB2
35 24 29 N
8102 07 W
5
7.9
Fescue
ha
176
Lloyd
LdC2
35 24 56 N
810152 W
6
5.4
Fescue
ha
188
Pacolet
PeB2
35 24 50 N
810050 W
7
7.0
Fescue
ha
188
Pacolet
PeB2
35 26 35 N
810029 W
8
6.6
Fescue
ha
209
Cecil
CeB2
35 24 21 N
8102 28
roracs 113.2
Notes:
Date: 12 O113
he compliance boundary is established at either 250 feet from the residuals
pplication area or 50 feet within the property boundary, whichever is closest to the
pplication area. The review boundary is established midway between the
ompliance boundary and the perimeter of the residuals application area.

SITE SUMMARY
City of Mt Holly
Mt. Holly. NC
Site ID: NC-MG-37
Owners Name: Dean Stewart Connell
Address: 10812 Rozzelles Ferry Rd
Charlotte NC 28214
Phone: [phone]
Operator: Same as above
Estimated
Total Applicable
Fields Acres Acres
X�jy jy6Mj#-Sa-P
63�/
76� '- t3� - (M*5 cow )
Predominant Latitude &
Cron(s) Slone M Soil Series Lonaitude
01
37.5
20.7
Fescue
2 - 8
Ce132
Cecil
35 17 50 N
180 59 22 W
TOTALS 37.5 20.7
Notes:
Date:
03/09/12
The compliance boundary is established at either 250 feet from the residuals application
area or 50 feet within the property boundary, whichever is closest to the application
area. The review boundary is established midway between the compliance boundary
and the perimeter of the residuals application area.

ATTACHMENT II
Topographical M"Fil"

2&
.�`
..a;.
—� PIPELINE_ --
City of Mount Holly
Mount Holly WWTP
Latitude:
350 1555" N State Grid/Ouad: F 14 SE / Mt. Hoily, NC
Loneitude:
Sl' 00' 35" W Permitted Flow: 4.0 NIGD
Receivins Stream:
Catawba River Drainage Basin: Catawba Rover Basin
Stream Class:
M-1V C Sub -Basin: J3-09 c
7,'. j 4 4t
� �F
bs[a_J'1.
s 'eam.5a Ye
H ,27
All
Se age,'
pr POsa
r
Facility r
r.
m�.0 SF
Location N';
not to scale
��01"tl2 NPDES Permit No. NC002115
Gaston County

ATTACHMENT III
Plant Flow Diagram

Influent, excluding
AJZF Mille X em ire o
MOUNT HOLLY WASTEWATER TREATMENT PLANT
line -------- L.- A-.-.-.-.L.-.-
r-
N
co
C
.N
•C
4
C
'N
c+�
m
m
m
C
O
�
O
C
O
Q N
Q N
Q
Clarifier
0.675 MG
S
` Land
��K pTicailton
Sites
^-------------------
Sluoe - - - - - - - i Dechlorinafion
- - -0 IC hIorin KSulfur Dioxide)
Clarifier
0.675 MG
Chlorin
Contac
Digester
Efflue Discharge
To Catawba River

ATTACHMENT IV
Effluent Pollutant Scan's

'Client: City of Mount Holly Laboratory ID: PG23072-001
~` Description: EFFLUENT
P Matrix: Aqueous
Date Sampled:07/23/2014 0820
Date Received:07/23/2014
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date
Analyst Prep Date
Batch
1 350.1
(Ammonia - N ) 350.1
1 08/01/2014 1715
BLB 08/01/2014 1038
52987
1
(Hardness (to) SM 234OC-2011
1 08/04/2014 1653
BWS
53239
1
(Nitrate-Nitr) 353.2
10 08/01/2014 1654
MJI
52990
1
(Phosphorus) 365.1
5 07/24/2014 2000
BLB 07/24/2014 1030
52255
1
(TDS) SM 254OC-2011
1 07/24/2014 0944
SDS
52244
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Ammonia - N (phonate)
350.1
0.34
0.10
mg/L
1
Hardness (total)
SM 2340C-20
36
10
mg/L
1
Nitrate -Nitrite - N
353.2
17
0.20
mg/L
1
Phosphorus
TDS
7723-14-0 365.1
2.4
0.050
mg/L
1
SM 264OC-20
580
10
mg/L
1
Semivolatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date
Analyst
Prep Date
Batch
1 625
625 1 07/30/20141339 DRB1
07/25/20141534
52358
CAS Analytical
ammeter
Number Method
Result Q
PQL
Units
Run
Acenaphthene
83-32-9
625
ND
2.0
ug/L
1
208-96-8
625
ND
2.0
ug/L
1
,;/Acenaphthylene
Anthracene
Benzidine
120-12-7
625
ND
2.0
ug/L
1
92-87-5
625
ND
10
ug/L
1
Benzo(a)anthracene
Benzo(a)pyrene
56-55-3
625
ND
2.0
ug/L
1
✓�
50-32-8
625
ND
2.0
ug/L
1
Benzo(b)fluoranthene
J
205-99-2
625
ND
2.0
ug/L
1
Benzo(g,h,i)perylene
d/ Benzo(k)fluoranthene
191-24-2
625
ND
2.0
ug/L
1
Y
207-08-9
625
ND
2.0
ug/L
1
4-Bromophenyl phenyl ether
101-55-3
625
ND
2.0
ug/L
1
Butyl benzyl phthalate
-0/4-Chloro-3-methyl
85-68-7
625
ND
10
ug/L
1
phenol
59-50-7
625
ND
2.0
ug/L
1
<r bis(2-Chloroethoxy)methane
✓ bis(2-Chloroethyl)ether
111-91-1
625
ND
2.0
tig/L
1
k✓ bis(2-Chloroisopropyl)ether
111-44-4
108-60-1
625
ND
2.0
ug/L
1
J/2-Chloronaphthalene
625
ND
2.0
ug/L
1
✓ 2-Chlorophenol
91-58-7
625
ND
2.0
ug/L
1
95-57-8
625
ND
2.0
ug/L
1
✓ 4-Chlorophenyl phenyl ether
7005-72-3
625
ND
2.0
ug/L
1
JChrysene
Dibenzo(a,h)anthracene
218-01-9
625
ND
2.0
ug/L
1
1,2-Dichlorobenzene
53-70-3
625
ND
2.0
ug/L
1
95-50-1
625
ND
2.0
ug/L
1
1,3-Dichlorobenzene
541-73-1
625
ND
2.0
ug/L
1
✓ 1,4-Dichlorobenzene
106-46-7
625
ND
2.0
ug/L
1
ve3,3'-Dichlorobenzidine
91-94-1
625
ND
10
ug/L
1
PQL = Practical quanbtation limit
8 = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL
J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40%
N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a ' W'
Shealy Environmental Services, Inc.
Page: 5 Of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]
www.shealylab.com
Level 1 Report v2.1

Client: City of Mount Holly Laboratory ID: PG23072-001
Description: EFFLUENT Matrix: Aqueous
Date Sampled:07/23/2014 0820
Date Received:0712312014
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 1 07/30/20141339 DRB1 07/25/20141534 52358
CAS
Analytical
f Parameter
Number
Method
Result Q
-
PQL
Units_
Run
2,4-Dichlorophenol
120-83-2
625
NO
2.0
ug/L
1
✓ Diethylphthalate
84-66-2
625
NO
10
ug/L
1
1 Dimethyl phthalate
131-11-3
625
NO
10
ug/L
1
2,4-Dlmethylphenol
105-67-9
625
NO
2.0
ug/L
1
v/ i-n-butyl phthalate
84-74-2
625
NO
10
ug/L
1
V 4,6-Dinitro-2-methylphenol
v'2,4-Dinitrophenol
534-52-1
625
NO
10
ug/L
1
✓2,4-Dinitrotoluene
51-28-5
625
NO
10
ug/L
1
121-14-2
625
NO
4.0
ug/L
1
.0(2,6-Dinitrotoluene
606-20-2
625
NO
4.0
ug/L
1
✓ Di-n-octylphthalate
117-84-0
625
NO
10
ug/L
1
1,2-Dipheny[hydrazine(as azobenzene)
103-33-3
625
NO
2.0
ug/L
1
bis(2-Ethylhexyl)phthalate
117-81-7
625
NO
10
ug/L
1
I✓ Fluoranthene
206-44-0
625
NO
2.0
ug/L
1
se Fluorene
86-73-7
625
NO
2.0
ug/L
1
✓ Hexachlorobenzene
118-74-1
625
NO
2.0
ug/L
1
✓ Hexachlorobutadiene
87.68-3
625
NO
2.0
ug/L,
1
✓ Hexachlorocyclopentadiene
77-47-4
625
NO
10
ug/L
1
✓ Hexachloroethane
67-72-1
625
NO
2.0
ug/L
1
✓ Indeno(1,2,3-c,d)pyrene
193-39-5
625
NO
2.0
ug/L
1
Isophorone
78-59-1
625
NO
2.0
ug/L
1
J Naphthalene
91-20-3
625
NO
2.0
ug/L
1
Nitrobenzene
98-95-3
625
NO
2.0
ug/L
1
2-Nitrophenol
88-75-5
625
NO
4.0
ug/L
1
✓ 4-Nitrophenol
100-02-7
625
NO
10
ug/L
1
N-Nitrosodimethylamine
62-75-9
625
NO
2.0
ug/L
1
.� N-Nitrosodi-n-propylamine
621-64-7
625
NO
2.0
ug/L
1
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625
NO
2.0
ug/L
1
Pentachlorophenol
87-86-5
625
NO
10
ug/L
1
✓ Phenanthrene
85-01-8
625
NO
2.0
ug/L
1
✓ Phenol
108-95-2
625
NO
2.0
ug/L
1
✓ Pyrene
129-00-0
625
NO
2.0
ug/L
1
-/1,2,4-Trichlorobenzene
120-82-1
625
NO
2.0
ug/L
1
V 2.4,6-Trichlorophenol
88-06-2
625
NO
2.0
ug/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Ouentitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a `W"
Shealy Environmental Services, Inc. Page: 6 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com Level 1 Report v2.1

Client: City of Mount Holly Laboratory ID: PG23072-001
Description: EFFLUENT Matrix: Aqueous
Date Sampled:07/23/2014 0820
Date Received:0712312014
Run 1
Acceptance
Surrogate
Q % Recovery
Limits
2-Fluorobiphenyl
77
37-129
2-Fluorophenol
72
24-127
Nitrobenzene-d5
70
38-127
Phenol-d5
76
28-128
Terphenyl-d 14
45
10-148
2,4,6-Tdbromophenol
88
41-144
ICP-MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 200.2 200.8 1 07/25/2014 1506 BNW 07/25/2014 0948 52343
CAS
Analytical
Parameter
Number
Method
Result 0
PQL
Units
Run
Antimony
7440-36-0
200.8
0.028
0.001
mg/L
1
Arsenic
7440.38-2
200.8
0.001
0.001
mg/L
1
Beryllium
7440-41-7
200.8
ND
0.0004
mg/L
1
Cadmium
7440-43-9
200.8
ND
0.0001
mg/L
1
Chromium
7440-47-3
200.8
0.0072
0.005
mg/L
1
Copper
7440.50-8
200.8
0.019
0.001
mg/L
1
Lead
7439-92-1
200.8
ND
0.001
mg/L
1
Nickel
11 Selenium
7440-02-0
200.8
ND
0.005
mg/L
1
7782.49-2
200.8
0.0031
0.001
mg/L
1
v/Silver
7440-22-4
200.8
ND
0.001
mg/L
1
Thallium
7440-28-0
200.8
ND
0.0005
mg/L
1
J Zinc
7440-66-6
200.8
0.035
0.01
mg/L
1
PQL = Practical quantitation limit 8 = Detected in the method blank E = Ouantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable. all soil sample analysis are reported on a dry weight basis unless flagged with a "W"
Shealy Environmental Services. Inc. Page: 7 of 9
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Client: City of Mount Holly Laboratory ID: PG23072-002 �.. �►:
Description: EFFLUENT Matrix: Aqueous
Date Sampled:07/2312014 0830
Date Received:07/2312014
Inorganic non-metals
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 10-204-00-1-X (Cyanide - To) SM 4500-CN E- 1 07/30/2014 1512 NCM 07/30/2014 1000 52698
1 (Phenolics) 420.4 1 07/27/2014 0213 TAF 07/26/2014 1030 52425
1 (HEM (oil and) 1664B 1 07/29/2014 1000 JDW 52595
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units Run
Cyanide - Total
57-12-5 SM 4500-CN
ND
0.010
mg/L 1
Phenolics
420.4
ND
0.020
mg/L 1
HEM (oil and grease)
1664B
ND
4.0
mg/L 1
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
624 1 08/01/2014 0904 PMM2
52948
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units
Run
Acrolein
./Acrylonitrile
107-02-8
624
ND
50
ug/L
1
✓ Benzene
107-13-1
624
ND
50
ug/L
1
71-43-2
624
ND
5.0
ug/L
1
V Bromodichloromethane
75-27-4
624
ND
5.0
ug/L
1
Bromoform
75-25-2
624
5.1
5.0
ug/L
1
/✓ romomethane (Methyl bromide)
74-83-9
624
ND
5.0
ug/L
1
Carbon tetrachloride
56-23-5
624
ND -
5.0
ug/L
1
✓ ,Chlorobenzene
108-90-7
624
ND
5.0
ug/L
1
/� Chloroethane
75-00-3
624
ND
5.0
ug/L
1
1d 2-Chloroethylvinylether
110-75-8
624
ND
10
u9 /L
1
hloroform
2chloromethane
67-66-3
624
ND
5.0
ug/L
1
(Methyl chloride)
74-87-3
624
ND
5.0
ug/L
1
/Dibromochloromethane
vf1,1-Dichloroethane
124-48-1
624
10
5.0
ug/L
1
1,2-Dichloroethane
75-34-3
624
ND
5.0
ug/L
1
107-06-2
624
ND
5.0
ug/L
1
XJ-Dichloroethene
75-35-4
624
ND
5.0
ug/L
1
trans-1,2-Dichloroethene
156-60-5
624
ND
5.0
ug/L
1
1,2-Dichloropropane
78-87-5
624
ND
5.0
ug/L
1
cls-1,3-Dichloropropene
✓trans-1,3-Dichloropropene
10061-01-5
624
ND
5.0
ug/L
1
Ethylbenzene
10061-02-6
624
ND
5.0
ug/L
1
Methylene chloride
100-41-4
624
ND
5.0
ug/L
1
75-09-2
624
ND
5.0
ug/L
1
1,1,2,2-Tetrachloroethane
Tetrachloroethene
79-34-5
624
ND
5.0
ug/L
1
✓ Toluene
127-18-4
624
ND
5.0
ug/L
1
✓1,1,1-Trcchooroethane
108-88-3
624
ND
5.0
ug/L
1
71-55-6
624
ND
5.0
ug/L
1
1,1,2-Trichloroethane
e/Trichloroethene
79-00-5
624
ND
5.0
ug/L
1
79-01-6
624
ND
5.0
ug/L
1
FUL = Nracocal quantitatlon limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all sod sample analysis are reported on a dry weight basis unless flagged with a "W"
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106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com Level 1 Report v2.1

Client: City of Mount Holly Laboratory ID: PG23072-002
Description: EFFLUENT Matrix: Aqueous
Date Sampled:0712312014 0830
Date Received:07123/2014
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 624 1 08/01/2014 0904 PMM2 52948
CAS Analytical
Parameter Number Method Result Q PQL Units Run
Vinyl chloride 75-01-4 624 ND 5.0 ug/L 1
Run 1
Acceptance
Surrogate
Q % Recovery
Limits
1,2-Dichloroethane-d4
105
70-130
Bromofluorobenzene
112
70-130
Toluene-d8
116
70-130
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitathon of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W'
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SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
City of Mount Holly
Lot Number: OA29039
Sample Number Sample ID Matrix Date Sampled Date Received
001 EFFLUENT Aqueous 01/29/2013 0810 01/29/2013
002 EFFLUENT Aqueous 01/29/2013 0820 01/29/2013
(2 samples)
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SHEALY ENVIRONMENTAL SERVICES, INC.
Executive Summary
City of Mount Holly
Lot Number: OA29039
Sample Sample ID
Matrix
Parameter Method
Result 0
Units
Page
001
EFFLUENT
Aqueous
Ammonia - N (phenate) 350.1
0.51
mg/L
5
001
EFFLUENT
Aqueous
Hardness (total) SM 2340C-
41
mg/L
5
001
EFFLUENT
Aqueous
Nitrate -Nitrite - N 353.2
17
mg/L
5
001
EFFLUENT
Aqueous
Phosphorus 365.1
2.4 S
mg/L
5
001
EFFLUENT
Aqueous
TDS SM 2540C-
490
mg/L
5
001
EFFLUENT
Aqueous
TKN 351.2
1.6
mg/L
5
001
EFFLUENT
Aqueous
TRC SM 4500-CL
0.055
mg/L
5
001
EFFLUENT
Aqueous
Antimony 200.8
0.03
mg/L
7
001
EFFLUENT
Aqueous
Copper 200.8
0.014
mg/L
7
001
EFFLUENT
Aqueous
Selenium 200.8
0.0015
mg/L
7
001
EFFLUENT
Aqueous
Zinc 200.8
0.041
mg/L
7
(11 detections)
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Client: City of Mount Holly Laboratory ID: OA29039-001
Description: EFFLUENT Matrix: Aqueous
Date Sampled:01/2912013 0810
Date Received:0112912013
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date
Analyst Prep Date
Batch
1 SM4500-NH3
(Ammonia - N ) 350.1
1
02/08/2013 1247
MML 02/07/2013 1030
13542
1
(Hardness (to) SM 2340C-
1
02/05/2013 1400
KMB
13390
1
(Nitrate-Nitr) 353.2
25
02/04/2013 2055
HBB
13237
1
(Phosphorus) 365.1
10
02/05/2013 1713
MML 01/31/2013 2331
13025
1
(TDS) SM 254OC-2011
1
02/04/2013 0827
KES
13160
1 351.4
(TKN) 351.2
1
02/04/2013 1157
MML 02/01/2013 1315
13090
1
(TRC) SM 4500-CL G-2011
1
01/30/2013 1930
HBB
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Ammonia - N (phonate)
350.1
0.51
0.10
mg/L
1
Hardness (total)
SM 2340C-2011
41
10
mg/L
1
Nitrate -Nitrite - N
353.2
17
0.60
mg/L
1
Phosphorus
7723-14-0 366.1
2.4 S
0.10
mg/L
1
TDS
SM 254OC-2011
490
10
mg/L
1
TKN
351.2
1.6
0.50
mg/L
1
TRC
SM 4500-CL G-2011
0.055
0.050
mg/L
1
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 2 02/07/20131814 RBH 01/30/20131229 12838
2 625 625 2 02/07/20131911 JRG 02/04/20131230 13178
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units
Run
Acenaphthene
83-32-9
625
ND
2.0
ug/L
1
Acenaphthylene
208-96-8
625
ND
2.0
ug/L
1
Anthracene
120-12-7
625
ND
2.0
ug/L
1
Benzidine
92-87-5
625
ND
10
ug/L
1
Benzo(a)anthracene
56-55-3
625
ND
2.0
ug/L
1
Benzo(a)pyrene
50-32-8
625
ND
2.0
ug/L
1
Benzo(b)fluoranthene
205-99-2
625
ND
2.0
ug/L
1
f Benzo(g,h,i)perylene
191-24-2
625
ND
2.0
ug/L
1
Benzo(k)fluoranthene
207-08-9
625
ND
2.0
ug/L
1
.� 4-Bromophenyl phenyl ether
101-55-3
625
ND
2.0
ug/L
1
Butyl benzyl phthalate
85-68-7
625
ND
10
uglL
1
-P 4-Chloro-3-methyl phenol
59-50-7
625
ND
2.0
ug/L
1
bis(2-Chloroethoxy)methane
111-91-1
625
ND
2.0
ug/L
1
-- bis(2-Chloroethyl)ether
111-44-4
625
ND
2.0
ug/L
1
-'-bis(2-Chloroisopropyl)ether
108-60-1
625
ND
2.0
ug/L
1
2-Chloronaphthalene
91-58-7
625
ND
2.0
ug/L
1
-�- 2-Chlorophenol
95-57-8
625
ND
2.0
ug/L
1
4-Chlorophenyl phenyl ether
7005-72-3
625
ND
2.0
ug/L
1
Chrysene
218-01-9
625
ND
2.0
ug/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time Q = Surrogate failure
ND = Not detected at or above the PQL J = Estimated result < PQL and > MOL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria L = LCS/LCSD failure
Where applicable. all soil sample analysis are reported on a dry weight basis unless flagged with a ' W' S = MS/MSD failure
Shealy Environmental Services. Inc. Page: 5 of 9
106 Vantage Point Drive West Columbia. SC 29172 [phone] Fax [phone] www.shealylab.com Level 1 Report v2.1

Cliont: City of Mount Holly Laboratory ID: OA29039-001
Description: EFFLUENT Matrix: Aqueous
Date Sampled:01/29/2013 0810
Date Received:0112912013
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 2 02/07/20131814 RBH 01/30/20131229 12838
2 625 625 2 02/07/20131911 JRG 02/04/20131230 13178
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units
Run
Dibenzo(a,h)anthracene
53-70-3
625
ND
2.0
ug/L
1
1,2-Dichlorobenzene
95-50-1
625
ND
2.0
ug/L
1
1,3-Dichlorobenzene
541-73-1
625
ND
2.0
ug/L
1
1,4-Dichlorobenzene
106-46-7
625
ND
2.0
ug/L
1
3,3'-Dichlorobenzidine
91-94-1
625
ND
10
ug/L
2
2,4-Dichlorophenol
120-83-2
625
ND
2.0
ug/L
1
Diethylphthalate
84-66-2
625
ND
10
ug/L
1
Dimethyl phthalate
131-11-3
625
ND
10
ug/L
1
- f 2,4-Dimethylphenol
105-67-9
625
ND L
2.0
ug/L
1
Di-n-butyl phthalate
84-74-2
625
ND
10
ug/L
1
it 4,6-Dinitro-2-methylphenol
534-52-1
625
ND
10
ug/L
1
+ 2,4-Dinitrophenol
51-28-5
625
ND
10
ug/L
1
2,4-Dinitrotoluene
121-14-2
625
ND
4.1
ug/L
1
2,6-Dinitrotoluene
606-20-2
625
ND
4.1
ug/L
1
Di-n-octylphthalate
117-84-0
625
ND
10
ug/L
1
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625
ND
2.0
ug/L
1
bis(2-Ethylhexyl)phthalate
117-81-7
625
ND
10
ug/L
1
Fluoranthene
206-44-0
625
ND
2.0
ug/L
1
Fluorene
86-73-7
625
ND
2.0
ug/L
1
Hexachlorobenzene
118-74-1
625
ND
2.0
ug/L
1
Hexachlorobutadiene
87-68-3
625
ND
2.0
ug/L
1
Hexachlorocyclopentadiene
77-47-4
625
ND
10
ug/L
1
Hexachloroethane
67-72-1
625
ND
2.0
ug/L
1
Indeno(1,2,3-c,d)pyrene
193-39-5
625
ND
2.0
ug/L
1
Isophorone
78-59-1
625
ND
2.0
ug/L
1
Naphthalene
91-20-3
625
ND
2.0
ug/L
1
Nitrobenzene
98-95-3
625
ND
2.0
ug/L
1
2-Nitrophenol
88-75-5
625
ND
4.1
ug/L
1
�- 4-Nitrophenol
100-02-7
625
ND
10
ug/L
1
+ N-Nitrosodimethylamine
62-75-9
625
ND
2.0
ug/L
1
N-Nitrosodi-n-propylamine
621-64-7
625
ND
2.0
ug/L
1
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625
ND
2.0
ug/L
1
Pentachlorophenol
87-86-5
625
ND
10
ug/L
1
Phenanthrene
85-01-8
625
ND
2.0
ug/L
1
+ Phenol
108-95-2
625
ND
2.0
ug/L
1
Pyrene
129-00-0
625
ND
2.0
ug/L
1
1,2,4-Tiichlorobenzene
120-82-1
625
ND
2.0
ug/L
1
2,4,6-Trichlorophenol
88-06-2
625
ND
2.0
ug/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Quandtation of compound exceeded the calibration range H = Out of holding time Q = Surrogate failure
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria L = LCS/LCSD failure
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W' S = MSIMSD failure
Shealy Environmental Services, Inc. Page: 6 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com Level 1 Report v2.1

Client: City of Mount Holly Laboratory ID: OA29039-001
Description: EFFLUENT Matrix: Aqueous
Date Sampled:01129/2013 0810
Date Received:01/2912013
Run 1 Acceptance Run 2 Acceptance
Surrogate
Q
% Recovery Limits Q % Recovery Limits
2,4,6-Tribromophenol
77 41-144
66 41-144
Phenol-d5
60 28-128
54 28-128
Nitrobenzene-d5
61 38-127
54 38-127
2-Fluorobiphenyl
60 37-129
53 37-129
2-Fluorophenol
58 24-127
53 24-127
Terphenyl-d14
53 10-148
29 10-148
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 200.2
200.8
1 02/01/2013 0349 CDF
01/31/2013 1100
12917
2 200.2
200.8
1 02/02/20131453 BNW
01/31/20131100
12917
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Antimony
7440-36-0 200.8
0.03
0.001
mg/L
1
Arsenic
7440-38-2 200.8
ND
0.001
mg/L
2
Beryllium
7440-41-7 200.8
ND
0.0004
mg/L
1
Cadmium
7440-43-9 200.8
ND
0.0001
mg/L
1
Chromium
7440-47-3 200.8
ND
0.005
mg/L
1
Copper
7440-50-8 200.8
0.014
0.001
mg/L
1
Lead
7439-92-1 200.8
ND
0.001
mg/L
1
Nickel
7440-02-0 200.8
ND
0.005
mg/L
1
Selenium
7782-49-2 200.8
0.0016
0.001
mg/L
2
Silver
7440-22-4 200.8
ND
0.001
mg/L
1
Thallium
7440-28-0 200.8
ND
0.0005
mg/L
1
Zinc
7440-66-6 200.8
0.041
0.01
mg/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time Q = Surrogate failure
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria L = LCSILCSD failure
Where applicable. all soil sample analysis are reported on a dry weight basis unless flagged with a "W' S = MSIMSD failure
Shealy Environmental Services. Inc. Page: 7 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com Level 1 Report v2.1

Client: City of Mount Holly Laboratory ID: OA29039-002
Description: EFFLUENT Matrix: Aqueous
Date Sampled:01129/2013 0820
Date Received:0112912013
Inorganic non-metals
Run Prep Method Analytical Method
Dilution Analysis Date
Analyst Prep Date
Batch
1 10-204-00-1-X (Cyanide - To) SM 4500-CN
1 02/01/2013 0110
MML 01/31/2013 1628
12991
1 (Phenolics) 420.4
1 02/07/2013 2141
HBB 02/07/2013 1330
13439
1 (HEM (oil and) 1664B
1 02/04/2013 1057
AJK
13185
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Cyanide - Total
57-13M 4500-CN E-2011
ND
0.010
mg/L
1
Phenolics
420.4
ND
0.020
mg/L
1
HEM (oil and grease)
1664B
ND
4.7
mg/L
1
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 624 1 02/05/2013 0317 JAC 13242
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units
Run
Acrolein
107-02-8
624
ND
50
ug/L
1
Acrylonitrile
107-13-1
624
ND
50
ug/L
1
Benzene
71-43-2
624
ND
5.0
ug/L
1
+Bromodichioromethane
75-27-4
624
ND
5.0
ug/L
1
Bromoform
75-25-2
624
ND
5.0
ug/L
1
-� Bromomethane (Methyl bromide)
74-83-9
624
ND
5.0
ug/L
1
Carbon tetrachloride
56-23-5
624
ND
5.0
ug/L
1
Chlorobenzene
108-90-7
624
ND
5.0
ug/L
1
Chloroethane
75-00-3
624
ND
5.0
ug/L
1
2-Chloroethylvinylether
110-75-8
624
ND
10
ug/L
1
Chloroform
67-66-3
624
ND
5.0
ug/L
1
Chloromethane (Methyl chloride)
74-87-3
624
ND
5.0
ug/L
1
Dibromochloromethane
124-48-1
624
ND
5.0
ug/L
1
1,1-Dichloroethane
75-34-3
624
ND
5.0
ug/L
1
1,2-Dichloroethane
107-06-2
624
ND
5.0
ug/L
1
1,1-Dichloroethene
75-35-4
624
ND
5.0
ug/L
1
trans-1,2-Dichloroethene
156-60-5
624
ND
5.0
ug/L
1
1,2-Dichloropropane
78-87-5
624
ND
5.0
ug/L
1
cis-1,3-Dichloropropene
10061-01-5
624
ND
5.0
ug/L
1
�- trans-1,3-Dichloropropene
10061-02-6
624
ND
5.0
ug/L
1
Ethylbenzene
100-41-4
624
ND
5.0
ug/L
1
Methylene chloride
75-09-2
624
ND
5.0
ug/L
1
1,1,2,2-Tetrachloroethane
79-34-5
624
ND
5.0
ug/L
1
Tetrachloroethene
127-18-4
624
ND
5.0
ug/L
1
Toluene
108-88-3
624
ND
5.0
ug/L
1
1,1,1-Trichloroethane
71-55-6
624
ND
5.0
ug/L
1
1,1,2-Trichloroethane
79-00-5
624
ND
5.0
ug/L
1
Trichloroethene
79-01-6
624
ND
5.0
ug/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Ouantitation of compound exceeded the calibration range H = Out of holding time Q = Surrogate failure
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria L = LCSILCSD failure
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a' W' S = MS/MSD failure
Shealy Environmental Services, Inc. Page: 8 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com Level 1 Report v2.1

Meat: City of Mount Holly Laboratory ID: OA29039-002
Description: EFFLUENT Matrix: Aqueous
Date Sampled:01/2912013 0820
Date Received: 0 112912013
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 5030B
624 1 02/05/2013 0317 JAC
13242
CAS Analytical
Parameter
Number Method Result Q
PQL
Units Run
Vinyl chloride
75-01-4 624 ND
5.0
ug/L 1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
90 52-138
Bromofluorobenzene
104 70-147
Toluene-d8
96 76-125
PQL = Practical quantitation limit
B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
H = Out of holding time
Q = Surrogate failure
ND = Not detected at or above the PQL
J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40%
N = Recovery is out of criteria L = LCSILCSD failure
Where applicable, all soil sample analysis
are reported on a dry weight basis unless flagged with a "W'
S = MS/MSD failure
Shealy Environmental Services, Inc.
Page: 9 of 9
106 Vantage Point Drive West Columbia,
SC 29172 [phone] Fax [phone] www.shealylab.com
Level 1 Report v2.1

SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
City of Mount Holly
Lot Number: NF14071
Sample Number Sample ID Matrix Date Sampled Date Received
001 Effluent Aqueous 06/14/2012 0810 06/14/2012
002 Effluent Aqueous 06/14/2012 0815 06/14/2012
(2 samples)
Shealy Environmental Services, Inc. Page: 3 of 9
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SHEALY ENVIRONMENTAL SERVICES, INC.
Executive Summary
City of Mount Holly
Lot Number: NF14071
Sample Sample ID
Matrix
Parameter Method
Result 0
Units
Page
001
Effluent
Aqueous
Ammonia - N (phenate) 350.1
0.25
mg/L
5
001
Effluent
Aqueous
Hardness (total) SM 2340C
42
mg/L
5
001
Effluent
Aqueous
Nitrate -Nitrite - N 353.2
19
mg/L
5
001
Effluent
Aqueous
Phosphorus 365.1
3.8
mg/L
5
001
Effluent
Aqueous
TDS SM 2540C
490
mg/L
5
001
Effluent
Aqueous
TKN 351.2
2.6
mg/L
5
001
Effluent
Aqueous
Antimony 200.8
0.034
mg/L
7
001
Effluent
Aqueous
Chromium 200.8
0.0057
mg/L
7
001
Effluent
Aqueous
Copper 200.8
0.019
mg/L
7
001
Effluent
Aqueous
Selenium 200.8
0.004
mg/L
7
001
Effluent
Aqueous
Zinc 200.8
0.054
mg/L
7
(11 detections)
Shealy Environmental Services. Inc. Page: 4 of 9
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Client: City of Mount Holly Laboratory ID: NF14071.001
%
Description: Effluent Matrix: Aqueous
Date Sampled:06/14/2012 0810
Date Received:06/14/2012
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date
Analyst Prep Date
Batch
1 SM4500-NH3
(Ammonia - N ) 350.1
1
06/22/2012 1649
SMH 06/22/2012 0938
87616
1
(Hardness (to) SM
1
06/19/2012 0842
MDR
87351
1
(Nitrate-Nitr) 353.2
10
06/20/2012 1417
HBB
87459
1
(Phosphorus) 365.1
10
06/20/2012 1051
JBS 06/19/2012 1530
87369
1
(TDS) SM 2540C
1
06/18/2012 1146
LAS
87169
1 351.4
(TKN) 351.2
1
06/21/2012 1205
JBS 06/20/2012 0900
87433
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Ammonia - N (phenate)
350.1
0.25
0.10
mg/L
1
Hardness (total)
SM 2340C
42
10
mg/L
1
Nitrate -Nitrite - N
353.2
19
0.20
mg/L
1
Phosphorus
7723-14-0 365.1
3.8
0.10
mg/L
1
TDS
SM 2540C
490
10
mg/L
1
TKN
351.2
2.6
0.60
mg/L
1
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date
Analyst
Prep Date
Batch
1 625
625 1 06/18/20121908
SJA
06/15/20121008
87003
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Acenaphthene
83-32-9
625
NO
1.0
ug/L
1
Acenaphthylene
208-96-8
625
NO
1.0
ug/L
1
Anthracene
120-12-7
625
NO
1.0
ug/L
1
Benzidine
92-87-5
625
NO
5.1
ug/L
1
Benzo(a)anthracene
56-55-3
625
ND
1.0
ug/L
1
Benzo(a)pyrene
50-32-8
625
ND
1.0
ug/L
1
Benzo(b)fluoranthene
205-99-2
625
ND
1.0
ug/L
1
Benzo(g,h,i)perylene
191-24-2
625
ND
1.0
ug/L
1
Benzo(k)fluoranthene
207-08-9
625
ND
1.0
ug/L
1
4-Bromophenyl phenyl ether --
101-55-3
625
ND
1.0
ug/L
1
Butyl benzyl phthalate
85-68-7
625
NO
5.1
ug/L
1
4-Chloro-3-methyl phenol
59-50-7
625
NO
1.0
ug/L
1
bis (2-C hl oroeth oxy) methane
111-91-1
625
NO
1.0
ug/L
1
.ft bis(2-Chloroethyl)ether
111-44-4
625
NO
1.0
ug/L
1
bis(2-Chloroisopropyl)ether
108-60-1
625
NO
1.0
ug/L
1
2-Chloronaphthalene
91-58-7
625
NO
1.0
ug/L
1
r 2-Chlorophenol
95-57-8
625
NO
1.0
ug/L
1
4-Chlorophenyl phenyl ether
7005-72-3
625
NO
1.0
ug/L
1
Chrysene
218-01-9
625
NO
1.0
ug/L
1
Dibenzo(a,h)anthracene
53-70-3
625
NO
1.0
ug/L
1
1,2-Dichlorobenzene
95-50-1
625
ND
1.0
ug/L
1
1,3-Dichlorobenzene
541-73-1
625
NO
1.0
ug/L
1
PQL = Practical quanbtation limit
8 = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
H = Out of holding time
ND = Not detected at or above the PQL
J = Estimated result < PQL and > MDL
P = The RPD between two GC columns exceeds 40%
N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W •
= Reportable result (only when report all runs)
Shealy Environmental Services, Inc.
Page: 5 of 9
106 Vantage Point Drive West Columbia. SC 29172 [phone] Fax [phone]
www.shealylab.com
Level 1 Report v2.1

Iient:City of Mount Holly Laboratory ID: NF14071-001
Description: Effluent Matrix: Aqueous
Date Sampled:06/14/2012 0810
Date Received:06114/2012
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 1 06/18/20121908 SJA 06/15/20121008 87003
CAS
Analytical
Parameter
Number
Method
Result 0
PQL
Units
Run
1,4-Dichlorobenzene
106-46-7
625
NO
1.0
ug/L
1
3,3'-Dichlorobenzidine
91-94-1
625
NO
5.1
ug/L
1
2,4-Dichlorophenol
120-83-2
625
NO
1.0
ug/L
1
Diethylphthalate
84-66-2
625
NO
5.1
ug/L
1
Dimethyl phthalate
131-11-3
625
NO
5.1
ug/L
1
2,4-Dimethylphenol
105-67-9
625
NO
1.0
ug/L
1
Di-n-butyl phthalate
84-74-2
625
NO
5.1
ug/L
1
4,6-Dinitro-2-methylphenol
534-52-1
625
NO
5.1
ug/L
1
2,4-Dinitrophenol
51-28-5
625
NO
5.1
ug/L
1
2,4-Dinitrotoluene
121-14-2
625
NO
2.0
ug/L
1
2,6-Dinitrotoluene
606-20-2
625
NO
2.0
ug/L
1
Di-n-octylphthalate
117-84-0
625
NO
5.1
ug/L
1
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625
NO
1.0
ug/L
1
bis(2-Ethylhexyl)phthalate
117-81-7
625
NO
5.1
ug/L
1
Fluoranthene
206-44-0
625
NO
1.0
ug/L
1
Fluorene
86-73-7
625
NO
1.0
ug/L
1
Hexachlorobenzene
118-74-1
625
NO
1.0
ug/L
1
Hexachlorobutadiene
87-68-3
625
NO
1.0
ug/L
1
Hexachlorocyclopentadiene
77-47-4
625
NO
5.1
ug/L
1
Hexachloroethane
67-72-1
625
NO
1.0
ug/L
1
lndeno(1,2,3-c,d)pyrene
193-39-5
625
NO
1.0
ug/L
1
Isophorone
78-59-1
625
NO
1.0
ug/L
1
Naphthalene
91-20-3
625
NO
1.0
ug/L
1
Nitrobenzene
98-95-3
625
NO
1.0
ug/L
1
2-Nitrophenol
88-75-5
625
NO
2.0
ug/L
1
4-Nitrophenol
100-02-7
625
NO
5.1
ug/L
1
N-Nitrosodimethylamine
62-75-9
625
NO
1.0
ug/L
1
N-N itrosodi-n-propyla mine
621-64-7
625
NO
1.0
ug/L
1
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625
NO
1.0
ug/L
1
Pentachlorophenol
87-86-5
625
NO
5.1
ug/L
1
Phenanthrene
85-01-8
625
NO
1.0
ug/L
1
Phenol
108-95-2
625
NO
1.0
ug/L
1
Pyrene
129-00-0
625
NO
1.0
ug/L
1
1,2,4-Trichlorobenzene
120-82-1
625
NO
1.0
ug/L
1
2,4,6-Trichlorophenol
88-06-2
625
NO
1.0
ug/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a -W' • = Reportable result (only when report all runs)
Shealy Environmental Services. Inc. Page: 6 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com Level 1 Report v2.1

Client: City of Mount Holly Laboratory ID: NF14071-001
Description: Effluent Matrix: Aqueous
Date Sampled:06/1412012 0810
Date Received:0611412012
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,4,6-Tribromophenol
70
41-144
Phenol-d5
55
28-128
Nitrobenzene-d5
56
38-127
2-Fluorobiphenyl
58
37-129
2-Fluorophenol
53
24-127
Terphenyl-d 14
23
10-148
ICP-MS
Run
Prep Method
Analytical Method
Dilution
Analysis Date
Analyst
Prep Date
Batch
1
200.2
200.8
1
06/16/2012 0033
BNW
06/14/2012 1935
86968
2
200.2
200.8
1
06/19/2012 0137
CDF
06/14/2012 1935
86968
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units
Run
Antimony
7440-36-0
200.8
0.034
0.001
mg/L
1
Arsenic
7440-38-2
200.8
ND
0.001
mg/L
1
Beryllium
7440-41-7
200.8
ND
0.0004
mg/L
1
Cadmium
7440-43-9
200.8
ND
0.0001
mg/L
1
Chromium
7440-47-3
200.8
0.0057
0.005
mg1L
1
Copper
7440-60-8
200.8
0.019
0.001
mg/L
1
Lead
7439-92-1
200.8
ND
0.001
mg/L
1
Nickel
7440-02-0
200.8
ND
0.005
mg/L
1
Selenium
7782-49-2
200.8
0.004
0.001
mg/L
2
Silver
7440-22-4
200.8
ND
0.001
mg/L
1
Thallium
7440-28-0
200.8
ND
0.0005
mg/L
1
Zinc
7440-66-6
200.8
0.054
0.01
mg/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable. all soil sample analysis are reported on a dry weight basis unless flagged with a "W ' = Reportable result (only when report all runs)
Shealy Environmental Services, Inc. Page: 7 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com Level 1 Report v2.1

- Client: City of Mount Holly Laboratory ID: NF14071-002
Description: Effluent Matrix: Aqueous
Date Sampled:06/1412012 0816
Date Received:06/1412012
Inorganic non-metals
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 10-204-00-1-X (Cyanide - To) 10-204- 1 06/15/2012 1256 SMH 06/15/2012 0830 87036
1 (Phenolics) 420.4 1 06/21/2012 1354 HBB 06/21/2012 0919 87514
1 (HEM (oil and) 1664A 1 06/23/2012 1302 PAT 87694
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Cyanide - Total
57-12-5 10-204-00-1-X
ND
0.010
mg/L
1
Phenolics
420.4
ND
0.020
mg/L
1
HEM (oil and grease)
1664A
ND
4.5
mg/L
1
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 624 1 06/26/20121826 AAC 87792
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units
Run
Acrolein
107-02-8
624
ND
50
ug/L
1
Acrylonitrile
107-13-1
624
ND
50
ug/L
1
Benzene
+Bromodichloromethane
71-43-2
624
NO
5.0
ug/L
1
75-27-4
624
ND
5.0
ug/L
1
Bromoform
75-25-2
624
ND
5.0
ug/L
1
JCarbBromomethane (Methyl bromide)
74-83-9
624
ND
5.0
ug/L
1
on tetrachloride
56-23-5
624
ND
5.0
ug/L
1
Chlorobenzene
108-90-7
624
ND
5.0
ug/L
1
Chloroethane
75-00-3
624
ND
5.0
ug/L
1
2-Chloroethylvinylether
110-75-8
624
ND
10
ug/L
1
Chloroform
67-66-3
624
NO
5.0
ug/L
1
t Chioromethane (Methyl chloride)
74-87-3
624
NO
5.0
ug/L
1
Dibromochloromethane
124-48-1
624
NO
5.0
ug/L
1
1,1-Dichloroethane
75-34-3
624
NO
5.0
ug/L
1
1,2-Dichloroethane
41,1-Dichloroethene
107-06-2
624
ND
5.0
ug/L
1
75-35-4
624
NO
5.0
ug/L
1
4^trans-1,2-Dichloroethene
156-60-5
624
NO
5.0
ug/L
1
1,2-Dichloropropane
78-87-5
624
ND
5.0
ug/L
1
cis-1,3-Dichloropropene
10061-01-5
624
NO
5.0
ug/L
1
trans-1,3-Dichloropropene
10061-02-6
624
ND
5.0
ug/L
1
Ethylbenzene
100-41-4
624
NO
5.0
ug/L
1
Methylene chloride
75-09-2
624
ND
5.0
ug/L
1
1,1,2,2-Tetrachloroethane
79-34-5
624
ND
5.0
ug/L
1
Tetrachloroethene
127-18-4
624
ND
5.0
ug/L
1
Toluene
108-88-3
624
ND
5.0
ug/L
1
1,1,1-Trichloroethane
71-55-6
624
ND
5.0
ug/L
1
1,1,2-Trichloroethane
79-00-5
624
NO
5.0
ug/L
1
Trichloroethene
79-01-6
624
NO
5.0
ug/L
1
PQL = Practical quendtation limit 8 = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W' = Reportable result (only when report all runs)
Shealy Environmental Services. Inc. Page: 8 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com Level 1 Report v2.1

Client:C sty of Mount Holly Laboratory ID: NF14071-002
Description: Effluent Matrix: Aqueous
Date Sampled:0611412012 0815
Date Received:0611412012
Volatile Organic Compounds
by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date
Analyst Prep Date Batch
1 5030B
624 1 06/26/20121826
AAC 87792
CAS Analytical
Parameter
Number Method
Result Q PQL
Units Run
Vinyl chloride
75-01-4
624 ND 5.0
ug/L 1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
108 52-138
Bromofluorobenzene
97 70-147
Toluene-d8
109 76-125
PQL = Practical quantitation limit
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
H = Out of holding time
NO = Not detected at or above the PQL
J = Estimated result < POL and > MDL
P = The RPD between two GC columns exceeds 40%
N = Recovery is out of criteria
Where applicable. all soil sample analysis are reported on a dry weight basis unless flagged with a ' W'
• = Reportable result (only when report all runs)
Shealy Environmental Services, Inc.
Page: 9 of 9
106 Vantage Point Drive West Columbia,
SC 29172 [phone] Fax [phone]
www.shealylab.com
Level 1 Report v2.1

SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
City of Mount Holly
Lot Number: MJ06055
Sample Number Sample ID Matrix Date Sampled Date Received
001 Effluent Aqueous 10/06/20110820 10/06/2011
002 Effluent Aqueous 10/06/20110820 10/06/2011
kc sampies)
Shealy Environmental Services, Inc.
Page: 3
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com v .1
Level i Report 1

s
SHEALY ENVIRONMENTAL SERVICES, INC.
Executive Summary
City of Mount Holly
Lot Number: MJ06055
Sample Sample 1D
Matrix
Parameter
Method
Result Q
Units
Page
001
Effluent
Aqueous
Ammonia - N (phenate)
350.1
0.56
mg/L
5
001
Effluent
Aqueous
Hardness (total) SM 2340C
50
mg/L
5
001
Effluent
Aqueous
TDS SM 2540C
470
mg/L
5
001
Effluent
Aqueous
bis(2-Ethylhexyl)p hthal ate
625
5.9
ug/L
6
001
Effluent
Aqueous
Antimony
200.8
0.029
mg/L
7
001
Effluent
Aqueous
Arsenic
200.8
0.0013
mg/L
7
001
Effluent
Aqueous
Chromium
200.8
0.0053
mg/L
7
001
Effluent
Aqueous
Copper
200.8
0.021
mg/L
7
001
Effluent
Aqueous
Selenium
200.8
0.0033
mg/L
7
001
Effluent
Aqueous
Zinc
200.8
0.057
mg/L
7
002
Effluent
Aqueous
Bromoform
624
9.8
ug/L
8
002
Effluent
Aqueous
Dibromochloromethane
624
8.7
ug/L
8
(12 detections)
Shealy Environmental Services. Inc.
Level t Report
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax (803) 79'!-9111 www.shealylab.com Page: 4 v 9
v2.i

Client: City of Mount Holly
Description: Effluent
Date Sampled: 10/06/2011 0820
Date Received:10/06/2011
Inorganic non-metals
Laboratory ID: MJ0605"01
Matrix: Aqueous
Run Prep Method
1
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
SM4500-NH3
(Ammonia - N ) 350.1
2 10/12/2011 1347 SMH
10/11/2011 1154
69434
1
(Hardness (to) SM
1 10/17/2011 1419 SMH
69774
1
(TDS) SM 2540C
1 10/08/2011 1131 CMP
69330
Parameter
CAS Analytical
Number Method
Result Q
POL
Units Run
Ammonia - N (phenate)
Hardness (total}
350.1
0.56
0.20
mg/L 1
TDS
SM 2340C
50
10
mg1L 1
SM 2540C
470
10
mg/L 1
Semiyolatile Organic Compounds by GC/MS
Run Prep Method
1
Analytical Method Dilution Analysts Date
Analyst
Prep Date
Batch
_
625
625 1 10/13/20112201
WD
10/10/20110912
69337
2 625
625 1 10/18/20111420
WD
10/10/20110912
69337
Parameter
CAS Analytical
Acenaphthene
Number Method
Result Q
PQL
Units
Run
83-32-9
625
NO
1.1
ug/L
1
AnthrAcenaphthylene
208-96-8
625
NO
1.1
uglL
1
Benzi
enzidine ne
120-12-7
625
NO
1.1
ug/L
1
Benzo(a)anthracene
92-87-5
625
ND
5.3
ug/L
1
Benzo(a)pyrene
56-55-3
625
NO
1.1
ug/L
1
Benzo(b)fluoranthene
50-32-8
625
NO
1.1
ug/L
1
Benzo(g,h,i)perylene
205-99-2
625
NO
1.1
ug/L
1
Benzo(k)fluoranthene
191-24-2
625
NO
1.1
ug/L
1
4 4-Bromophenyl phenyl ether
207-08-9
625
NO
1.1
ug/L
1
� Butyl benzyl phthalate
101-55-3
625
NO
1.1
ug/L
1
- bis(2-Chloroethoxy)methane
85-68-7
625
NO
5.3
ug/L
1
-- bis(2-Chloroethyl)ether
111-91-1
625
ND
1.1
ug/L
1
bis(2-Chloroisopropyl)ether
111-44-4
625
NO
1.1
ug/L
1
4-Chloro-2-methylphenol
108-60-1
625
NO
1.1
ug/L
1
1-
�!- 4-Chloro-3-methyl phenol
1570-64-5
625
NO
1.1
ug/L
2
�- 2-Chloro-5-methylphenol
59-50-7
615-74-7
625
ND
1.1
ug/L
1
2-Chloronaphthalene
625
NO
1.1
ug/L
2
-.2-Chlorophenol
91-58-7
625
ND
1.1
ug/L
1
- 3 & 4-Chlorophenol
95-57-8
625
ND
1.1
ug/L
1
4-Chlorophenyl phenyl ether
108-43-0
625
ND
2.1
ug/L
2
Chrysene
7005-72-3
625
NO
1.1
ug/L
1
Di-n-butyl phthalate
218-01-9
625
ND
1.1
ug/L
1
Di-n-octylp htha late
84-74-2
625
NO
5.3
ug/L
1
Dibenzo(a,h)anthracene
117-84-0
625
NO
5.3
ug/L
1
1,2-Dichlorobenzene
53-70-3
625
NO
1.1
ug/L
1
1,3-Dichlorobenzene
95-50-1
625
NO
1.1
ug/L
1
541-73-1
625
NO
1.1
ug/L
1
POL = Practicai quantitation limit 13 = Detected in tno method blank
ND =Not detected at or above the POL E = ouantitation of compound exceedod the calibration range
J = Estimated result a POL and > MDL P = The RPD between two GC columns exceeds 40916
Where applicable. all soil sample analysis are reported on a dry weight basis unless fagged with a 'W'
N =Recovery is out of criteria H =Out of holding time
Environmental Services. Inc.
106 Vantage Point Drive West Columbia. SC 29172 [phone] Fax [phone] www.shealylab.com LePage: 5 tv 9
Level 1 Report v2.1

Client: City of Mount Holly Laboratory ID: MJ06055-001
Description: Effluent
Matrix: Aqueous
Date Sampled:10/0612011 0820
Date Received.10/06/2011
Semiyolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 1 10/13/20112201 WD 10/10/20110912 69337
2 625 625 1 10/18/20111420 WD 10/10/20110912 69337
Parameter
CAS
Analytical
Number
Method
Result Q
PQL
Units
Run
1,4-Dichlorobenzene
106-46-7
625
ND
1.1
ug/L
1
3,3'-Dichlorobenzidine
91-94-1
625
ND
5.3
ug/L
1
2,4-Dichlorophenol
120-83-2
625
NO,
1.1
ug/L
1
-'� 2,5-Dichlorophenol
583-78-8
625
ND
2.1
ug/L
2
3,4-Dichlorophenol
95-77-2
625
ND
1.1
ug/L
2
Diethylphthalate
84-66-2
625
ND
5.3
ug/L
1
Dimethyl phthalate
131-11-3
625
ND
5.3
ug/L
1
...3,3'-Dimethylbenzidine
119-93-7
625
ND
5.3
uglL
1
2,4-Dimethylphenol
105-67-9
625
ND
1.1
ug/L
1
4,6-Dinitro-2-methylphenol
534-52-1
625
ND
5.3
ug/L
1
2,4-Dinitrophenol
51-28-5
625
ND
5.3
ug/L
1
2,4-Dinitrotoluene
121-14-2
625
ND
2.1
ug/L
1
2,6-Dinitrotoluene
606-20-2
625
ND
2.1
ug/L
1
1,2-Diphenyihydrazine(as azobenzene)
103-33-3
625
NO
1.1
ug/L
1
bis(2-Ethyl hexyl)phth a late
117-81-7
625
5.9
5.3
ug/L
1
Fluoranthene
206-44-0
625
ND
1.1
ug/L
1
Fluorene
86-73-7
625
ND
1.1
ug/L
1
Hexachlorobenzene
118-74-1
625
ND
1.1
ug/L
1
Hexachlorobutadiene
87-68-3
625
ND
1.1
ug/L
1
Hexachlorocyclopentadiene
77-47-4
625
ND
5.3
ug/L
1
Hexachloroethane
67-72-1
625
ND
1.1
ug/L
1
Indeno(1,2,3-c,d)pyrene
193-39-5
625
NO
1.1
ug/L
1
Isophorone
78-59-1
625
ND
1.1
ug/L
1
•4 N-Nitrosodi-n-propylamine
1• N-Nitrosodimethylamine
621-64-7
625
ND
1.1
ug/L
1
+ N-Nitrosodiphenylamine (Diphenylamine)
62-75-9
625
ND
1.1
ug/L
1
Naphthalene
86-30-6
625
ND
1.1
ug/L
1
Nitrobenzene
91-20-3
625
ND
1.1
ug/L
1
1N 2-Nitrophenol
98-95-3
625
ND
1.1
ug/L
1
-� 4-Nitrophenol
88-75-5
625
NO
2.1
ug/L
1
Pentachlorophenol
100-02-7
625
NO
5.3
ug/L
1
Phenanthrene
87-86-5
625
ND
5.3
ug/L
1
Phenol
85-01-8
625
ND
1.1
ug/L
1
Pyrene
108-95-2
625
ND
1.1
ug/L
1
1,2,4-Trichlorobenzene
129-00-0
625
ND
1.1
ug/L
1
2,4,6-Trichlorophenol
120-82-1
88-06-2
625
625
ND
1.1
ug/L
1
NO
1.1
ug/L
1
PQL a Practical quantetation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND a Not detected at or above the PQL J = Estimated result < M. and 2 MDL P a The RPD between two GC columns exceeds 40%
Where applicable. all soil samele analysis are-eported on a dry weight oasis unless flagged with a -W- N = Recoveryis out of critena
H =Out of holding time
Shealy Environmental Services. Inc.
Page: 6 of106 Vantage Point Drive West Columbia. SC 29172 [phone] Fax [phone] www.Shealylab.com v 9
Level 1 Report 2.1

Client: City of Mount Holly
Description: Effluent
Date Sampled:10/06/2011 0820
Date Received: 10108/2011
Laboratory ID: MJ06055-001
Matrix: Aqueous
Surrogate
9
Q o /o Run 1
Recovery
Acceptance
Limits Q
Run 2 Acceptance
% Recovery Limits
2,4,6-Tribromophenol
60
41-144
80
41-144
Phenol-d5
52
28-128
58
28-128
Nitrobenzene-d5
48
38-127
64
38-127
2-Fluorobiphenyl
48
37-129
59
37-129
2-Fluorophenol
48
24-127
46
24-127
Terphenyl-d 14
24
10-148
31
10-148
ICP-MS
Run Prep Method
1
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
200.2
200.8 1 10/11/20111847 FTS
10/10/20111854
69390
2 200.2
200.8 1 10/12/20110349 KJC
10/10/20111854
69390
Parameter
CAS Analytical
Number Method
Result Q
PQL
Units
Run
Antimony
7440-36-0 200.8
0.029
0.001
mg/L
1
Arsenic
Beryllium
7440-38-2 200.8
0.0013
0.001
mg/L
2
Cadmium
7440-41-7 200.8
ND
00004
g.m /L
1
Chromium
7440-43-9 200.8
ND
0.0001
mg/L
1
Copper
7440-47-3 200.8
0.0053
0.005
mg/L
1
Lead
7440-50-8 200.8
0.021
0.001
mg/L
1
Nickel
7439-92-1 200.8
ND
0.001
mg/L
1
Selenium
7440-02-0 200.8
ND
0.005
mg/L
1
Silver
7782-49.2 200.8
0.0033
0.001
mg/L
2
Thallium
7440-22-4 200.8
ND
0.001
mg/L
1
Zinc
7440-28-0 200.8
ND
0.0005
mg/L
1
7440-66-6 200.8
0.057
0.01
mg/L
1
PQL m Practical quantitation limit 8 = Detected in the metnod blanr.
ND =Not detected at or above the PqL E =Quantization of compound exceeded rho calibration range
J = Estimated result < PQL and> MDL P = The RPD between two GC columns exceeds 40%
Where applicable. all soil sample analysis are reported on a dry wergnt basis unless Bagged wrtn a -1N-
N aRecovery is out of criteria H a Out of holding time
Shealy Environmental Services. Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.Shealylab.com Page: 7 of 9
y Laver 1 Report v2.1

Client: City of Mount Holly Laboratory ID: MJ06055-002
Description: Effluent Matrix: Aqueous
Date Sampled:10/06/2011 0820
Date Received;10/06/2011
Inorganic non-metals
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 10-204-00-1-X (Cyanide -To) 10-204- 1 10/13/2011 1122 DAS 10/12/2011 0939 69502
1 (Phenolics) 420.4 1 10/11/2011 1037 SMH 10/10/2011 0845 69340
1 (HEM (oil and) 1664A 1 10/17/2011 0920 AWT 69740
Parameter
CAS Analytical
Number Method
Result Q
PQL
Units Run
Cyanide - Total
57-12-5 10-204-00-1 A
ND
0.010
mg/L 1
Phenolics
420.4
NO
0.020
mg/L 1
HEM (oil and grease)
1664A
NO
4.9
mg/L 1
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 624 1 10/11/20111300 BM 69436
2 5030B 624 1 10/12/20112149 DLB 69602
Parameter
CAS
Analytical
Number
Method
Result Q
PQL
Units
Run
107-02-8
624
ND
50
ug/L
1
AcryloAcrol ni
itrile
107-13-1
624
ND
50
ug/L
1
Benzene
4Benzene
71-43-2
624
ND
5.0
ug/L
1
Bromodichloromethane
75-27-4
624
NO
5.0
ug/L
1
Bromoform
-t- Bromomethane (Methyl bromide)
75-25-2
624
9.8
5.0
ug/L
1
Carbon tetrachloride
74-83-9
624
NO
5.0
ug/L
1
56-23-5
624
NO
5.0
ug/L
1
Chlorobenzene
108-90-7
624
NO
5.0
ug/L
1
Chloroethane
75-00-3
624
ND
5.0
ug/L
1
2-Chloroethylvinylether
110-75-8
624
NO
10
ug/L
1
Chloroform
67-66-3
624
NO
5.0
ug/L
1
Chloromethane (Methyl chloride)
74-87-3
624
ND
5.0
ug/L 9
2
Dibromochloromethane
124-48-1
624
8.7
5.0
ug/L
1
1,1-Dichloroethane
75-34-3
624
NO
5.0
ug/L
1
1,2-Dichloroethane
107-06-2
624
NO
5.0
ug/L
1
1,1-Dichloroethene
75-35-4
624
NO
5.0
ug/L
1
trans-l.2-Dichloroethene
156-60-5
624
ND
5.0
ug/L
1
1,2-Dichloropropene
78-87-5
624
ND
5.0
ug/L
1
cis-1,3-Dichloropropene
10061-01-5
624
NO
5.0
ug/L
1
-w trans- 1, 3-D ichloropropene
10061-02-6
624
ND
5.0
ug/L
1
Ethylbenzene
100-41-4
624
NO
5.0
ug/L
1
Methylene chloride
75-09-2
624
ND
5.0
ug/L
1
1.1,2,2-Tetrachloroethane
79-34-5
624
ND
5.0
ug/L
1
Tetrachloroethene
127-18-4
624
NO
5.0
ug/L
1
Toluene
108-88-3
624
NO
5.0
ug/L
1
1. 1, 1 -Trichloroethane
71-55-6
624
ND
5.0
ug/L
1
1,1,2-Trichloroethane
79-00-5
624
ND
5.0
ug/L
1
POL = Prectieat quanLtation limit B - Detected to the method blank
E = Quantitabon of compound exceeded the calibration range
ND = Not detected at or above the POL J = Estemated result < PQL and > MDL P = The RPD between two GC columns exceeds 401b
Where applicable. all soil sample analysis are reported on a dry weignt basis unless flagged with a 'W" K = Recoveryis out of criteria H s
Out of holding time
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia. SC 29172 [phone] Fax [phone] tn+ww.shealylab.com Page: 8 of 9
Level 1 Report v2.1

. , Client: City of Mount Holly
Description: Effluent
Date Sampled:10106/2011 0820
Date Received:10/06/2011
Laboratory ID: MJ06055-002
Matrix: Aqueous
Volatile Organic Compounds by GC/MS
Run Prep Method
1
Analytical Method
Dilution Analysis Date Analyst Prep Date
Batch
5030B
624
1 10/11120111300 BM
69436
2 5030B
624
1 10/12/20112149 DLB
69602
Parameter
CAS Analytical
Number Q
POL Units Run
Trichloroethene
-MethodResult
79-01-6 624 ND
5.0 ug/L 1
Vinyl chloride
75-01-4 624 NO
5.0 ug/L 1
Surrogate
9
Q
o Run 1 Acceptance Run 2 Acceptance
/o Recovery Limits Q % Recovery Limits
1,2-Dichloroethane-d4
104 52-138 98 52-138
Bromofluorobenzene
98 70-147 101 70-147
Toluene-d8
98 76-125 99 76-125
POL - Practical guantitation limit B = Detected in the metnod blank
No =Not detected at or above the POL E = t]uanittaa0n o. compound exceeded the calibration range
J = Estimated result c POL and = MDL P = The RPD between two GC columns exceeds 40%
Where applicable, all soi! sample analysis are reported on a dry weight basis unless flagged with a "W"
N = Recovery is out of criteria h =Out or holding time
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia. SC 29172 [phone] Fax [phone] www.shealylab.com Page: 9 of 9
Level 1 Repon v2.1

ATTACHMENT V
Toxicity Reports

- Effluent Toxicity Report Form -Chronic Fathead Minnow Multi -Concentration Test Date:7/31/2014
Facility: Mt. Holly WWTP NPDES # NC00 21156
Laboratory: Pace Analytical - Raleigh
X LM U7111% c.
Signature of Laboratory Supervisor
Pipe #: 001 County: Gaston
[..nmmants r
MAIL ORIGINAL TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh, NC 27699-1621
Test Initiation Date/Time 7/22/2014 / 16:10 Avg Wt/Surv. Control 0.421 Test Organisms
% Efi. Repl.
Control Surviving #
Original #
Wt/original (mg)
C31 Surviving #
Original #
Wt/original (mg)
4.61 Surviving #
Original #
Wt/original (mg)
Q Surviving #
Original #
Wt/original (mg)
® Surviving #
Original #
Wt/ariginal (mg)
121 Surviving #
Original #
Wt/original (mg)
tter Quality Data
Control
pH (SU) Init/Fin
DO (mg/L) Init/Fin
Temp (C) Init/Fin
High Concentration
pH (SU) Init/Fn
DO (mg/L) Init/Fin
Temp (C) Init/Fin
Sample
Collection Start Date
Grab
Composite (Duration)
Hardness (mg/L)
Alkalinity (mg/L)
Conductivity (urnhos/cm)
Chlorine(mg/L)
Temp. at Receipt (°C)
1 9 A a
10
9
9
10
10
10
10
10
0.451
0.378
0.342
0.431
10
9
9
6
10
10
10
10
0.495
0.383
0.455
0.397
9
10
10
8
10
10
10
10
0.434
0.396
0.438
0.386
10
9
10 J10
10
10
10
110
0.464
0.454
0.444
1 0.415
10
7
10
9
10
10
10
10
0.487
0.365
0.510
0.426
7
9
9 1
8
10
10
10
10
0.415
0.466
0.397
0.393
% Survival 95.0
Avg Wt (mg) 1 0.401
% Survival 85A
Avg Wt (mg) 0.433
% Survival 92.5
Avg Wt (mg) 0.414
% Survival 97.5
Avg Wt (mg) 0.444
% Survival 90.0
Avg Wt (mg) 0.447
% Survival 82.5
Avg Wt (mg) 0.418
7.6 / 8.0
7.7 / 7.5
7.8 / 7.7
7.7 / 7.9
7.7 / 7.4
7.7 / 7.6
1 U / 7.4
7.7 / 7.7
7.8 / 6.9
8.0 / 6.5
8.0 / 7.5
8.0 / 6.6
7.9 / 7.4
7.6 / 7.2
24.8 / 24.7
24.6 / 24.8
24.9 / 24.9
24.5 / 24.7
24.7 / 24.7
24.8 / 24.8
24.9 / 24.8
0 1 9 A d r, a
7.4 / 7.9
8.0 / 7.517.8
/ 7.717.7
/ 7.817.9
/ 7.417.7
/ 7.817.8
/ 7.5
7.7 / 7.7
7.7 / 7.2
17.8 / 6.2 17.1
/ 7.6
8.2 / 6.3
18.1 / 7.9
8.0 / 7.4
24.9 / 24.8
25.0 / 24.9
24.6 / 24.7
24.8 / 24.8
25.1 / 24.6
25.2 / 24.7
24.8 / 24.7
1 2 3
7/20/2014
7/22/2014
7/24/2014
24.00
24.00
24.00
39.00
39.60
35.60
45.00
48.00
45.80
1049
973
993
<0.1
<0.1
<0.1
0.3
1.6
2.6
Dilution H2O
Hardness (mg/L)
39.00
Alkalinity (mg/L)
28.00
Conductivity (umhos/cm)
168.6
Survival
Growth
Normal
Pip
'Ll
Horn. Var.
rR
PU
NOEC
12
12
LOEC
>12
>12
ChV
>12
>12
Method
DunnetCs
Dunnett's
Cultured In -House
Outside Supplier
Hatch Date:
Hatch Tlme:16 06 -l"a
Overall Result
ChV >12%
Stats
Survival
Growth
Conc.
Critical
Calculated
Critical
Calculated
3
2.41
1.211
2.41
-1.025
4.5
2.41
0.327
2.41
-0.417
6
2.41
-0.375
2.41
-1.402
9
2.41
0.594
2.41
-1.49
12
2.41
1.67
2.41
-0.553
DWQ Form AT 5 (1104)

Effluent Toxicity Report Form -Chronic Fathead Minnow Multi -Concentration Test
Facility: Mt. Holly WWTP NPDES # NC00 21156 Pipe M 001
.t .,4,.,..,�.,.... D.,.,., A...,1..a:.,.,1 0.,1.,:.,4, InAmmante, I .
Responsible Charge
x - 11 / __,:
Signature of Laboratory Supervisor
Test Initiation Date/Time
% Eff. Repi.
Control Surviving #
Original #
Wt/original (mg)
oSurviving #
Original #
Wt/original (mg)
4.5 Surviving #
Original #
Wt/original (mg)
© Surviving #
Original #
Wt/original (mg)
L-=J Surviving #
Original #
Wt/original (mg)
12 Surviving #
Original #
Wt/original (mg)
Water Quality Data
Control
pH (SU) Init/Fin
DO (mg/L) Init/Fin
Temp (C) Init/Fin
High Concentration
pH (SU) [nit/Fin
DO (mg/L) Init/Fin
Temp (C) Init/Fin
Sample
Collection Start Date
Grab
Composite (Duration)
Hardness (mg/L)
Alkalinity (mg/L)
Conductivity (umhos/cm)
Chlorine(mg1L)
Temp. at Receipt (°C)
MAIL ORIGINAL TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh, NC 27699-1621
8/19/2014 / 15:00
1 2 3 4
Avg Wt/Surv. Control 1 0.575
10
10
10
9
10
10
10
10
0.589
0.548
0.547
0.554
10
10
10
10
10
10
10
10
0.512
0.607
0.570
0.569
10
10
10
10
10
10
10
10
0.595
0.486
0.607
0.549
10
10
10
10
10
10
10
10
0.533
0.620
0.519
0.555
10
10
10
10
10
10
10
10
0.584
0.563
1 0.545
1 0.551
9
10
10
10
10
10
10
10
0.533
0.508
0.499
0.613
% Survival 97.5
Avg Wt (mg) 0.560
% Survival 100.0
Avg Wt (mg) 0.565
% Survival 100.0
Avg Wt (mg) 0.559
% Survivall 100.0
Avg Wt (mg) 0.557
Survival 100.0
Avg Wt (mg) 0.561
% Survivall 97.5
Avg Wt (mg) 1 0.538
Day
0 1 2 3 4 5 6
Date:8/28/2014
County: Gaston
q Z Z 1
Test Organisms
ff Cultured In -House
f V Outside Supplier
7.8 / 7.6
7.7 / 7.6
7.7 / 7.6
7.7 I 7.6
7.8 I 7.4
7.9 I 7.8
17.9 / 7.5
7.8 / 7.6
7.9 / 7.3
7.9 / 8.1
8.5 / 7.0
8.1 / 6.8
8.0 / 7.7
18.2 / 7.6
24.9 / 24.7
25.0 / 24.9
25.0 / 24.7
24.8 / 24.8
25.0 / 24.7
24.9 / 24.7
24.8 / 24.8
0 1 2 3 4 5 6
7.8 ! 7.6
7.8 / 7.6
7.7 / 7.6
7.8 / 7.6
7.7 / 7.4
7.7 / 7.7
7.6 / 7.6
7.8 / 7.6
8.0 / 7.2
7.8 / 8.2
8.5 / 7.2
8.4 / 6.9
8.0 / 8.0
8.2 / 8.0
25.2 / 24.9
24.7 / 24.7
25.1 / 24.8
24.6 / 24.9
25.3 / 24.8
25.0 / 24.7
24.9 / 24.8
1 2 a
8/17/2014
8/19/2014
8/21/2014
24.00
24.00
24.00
35.40
36.40
37.00
51.00
52.50
51.00
978
963
945
<0.1
<0.1
<0.1
1.3
2.2
3.1
Dilution H2O
Hardness (mg/L)
39.00
Alkalinity (mg/L)
28.80
Conductivity (umhos/cm)
206.3
Survival
Growth
Normal
rl
j%I
Hom. Var,
U-1
Irk
NOEC
12
12
LOEC
>12
>12
ChV
>12
>12
Method
Steel's
Dunnett's
Hatch Date:
Hatch Time: ,t � )
Overall Result
ChV >12%
Slats
Survival
Growth
Conc.
Critical
Calculated
Critical
Calculated
3
10
20
2.41
-0.174
4.5
10
20
2.41
0.009
6
10
20
2.41
0.096
9
10
20
2.41
-0.043
12
10
18
2.41
0.739
DWO Form AT-5 (1104)

Effluent Toxicity Report Form -Chronic Fathead Minnow Multi -Concentration Test Date:4/30/2014
Facility: Mt. Holly WWTP NPDES # NC00 21156 Pipe #: 001 County: Gaston
Laboratory: Pace Analytical - Raleigh Comments WO# 9219-8333
X ni
Si Lure f Operat in sponsible Charge
X -�
Signature of Laboratory Supervisor
Test Initiation Date/Time
% Eff. Repl.
Fco-n-tro'll Surviving #
Original #
Wt/original (mg)
�J Surviving #
Original #
Wt/original (mg)
4.5 Surviving #
Original #
Wt/original (mg)
© Surviving #
Original #
Wt/original (mg)
Surviving #
Original #
Wt/original (mg)
12 Surviving #
Original #
Wt/original (mg)
Water Quality Data
Control
PH (SU) Init/Fin
DO (mg/L) Init/Fin
Temp (C) Init/Fin
High Concentration
PH (SU) Init/Fin
DO (mg/L) Init/Fin
Temp (C) Init/Fin
Sample
Collection Start Date
Grab
Composite (Duration)
Hardness (mg/L)
Alkalinity (mg/L)
Conductivity (umhos/cm)
Chlorine(mg/L)
Temp. at Receipt (°C)
MAIL ORIGINAL TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh. NC 27699-1621
4/22/2014 / 4:14pm Avg Wt/Surv. Control 0.430
1 2 z A
10
10
10
9
10
10
10
10
0.430
0.391
0.435
0.418
10
10
1 10
10
10
10
1 10
10
0.414
0.369
1 0.419
0.442
10
10
10
10
10
10
10
10
0.362
0.318
0.434
0.418
10
10
10
10
10
10
10
10
0.517
0.414
0.404
0.348
9
10
10
10
10
10
10
10
0.351
0.376
0.420
0.389
10
10
10
10
10
10
10
10
0.392
0.465
0.438
0.414
% Survivall 97.5
Avg Wt (mg) 1 0.419
% Survival 100.0
Avg Wt (mg) 1 0.411
% Survival 100.0
Avg Wt (mg) 0.383
% Survivall 100.0
Avg Wt (mg) 0.421
% Survival 97.5
Avg Wt (mg) 0.384
% Survival 100.0
Avg Wt (mg) 0.427
Day
0 1 7 q e
7.9 / 7.6
7.7 / 7.7
7.6 / 7.7
7.3 / 7.6
7.6 / 7.5
7.7 / 7.3
7.6 / 7.6
8.2 / 7.6
7.9 / 7.3
8.4 / 7.7
7.5 / 7.6
7.7 / 6.5
7.8 / 6.9
7.5 / 7.2
24.7 / 24.6
24.6 / 24.8
24.9 / 24.7
24.6 / 24.6
24.8 / 24.5
24.8 / 24.7
24.7 / 24.8
0 1 9 z
7.5 / 7.5
7.7 / 7.7
7.5 / 7.6
7.3 / 7.6
7.5 / 7.4
7.4 / 7.3
17.5 / 7.6
8.0 / 7.5
7.6 / 7.4
8.3 / 7.5
7.6 / 7.6
7.5 / 6.7
7.7 / 7.3
17.6 / 7.5
24.6 / 24.7
24.7 / 24.8
24.5 / 24.6
24.9 / 24.8
24.7 / 24.6
24.8 / 24.5
24.9 / 24.9
1 2 It
4/20/2014
4/21/2014
4/24/2014
24.00
24.00
24.00
43.00
43.60
42.40
37.50
40.50
57.00
576
693
807
<0.1
<0.1
<0.1
0.3
1.1 1
0.9
Dilution H2O
Hardness (mg/L)
39.60
Alkalinity (mg/L)
29.00
Conductivity (umhos/cm)
167.2
Survival
Growth
Normal
I
irl
Hom. Var.
')
971
NOEC
12
12
LOEC
>12
>12
ChV
>12
>12
Method
Steels
Dunnett's
Test Organisms
Fw Cultured In -House
i✓ Outside Supplier
Hatch Date: f
Hatch Time:
Overall Result
ChV >12%
Stats
Survival
Growth
Conc.
Critical
Calculated
Critical
Calculated
3
10
20
2.41
0.249
4.5
10
20
2.41
1.177
6
10
20
2.41
-0.075
10
18
2.41
1.144
12
10
20
-0.29
✓Vvw I VIM ^ I-J r I/VN/

Effluent Toxicity Report Form -Chronic Fathead Minnow Multi -Concentration Test Date:2/27/2014
Facility: Mt. Holly WWTP NPDES # NC00 21156
Signature of Laboratory Supervisor
MAIL ORIGINAL TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh, NC 27699-1621
Test Initiation Date/Time 2/18/2014
% Eff. Repl.
Control Surviving #
Original #
Wt/original (mg)
Surviving #
Original #
Wt/original (mg)
4.5 Surviving #
Original #
Wt/original (mg)
© Surviving #
Original #
Wt/original (mg)
® Surviving #
Original #
Wt/original (mg)
12 Surviving #
Original #
Wt/original (mg)
r Quality Data
Control
PH (SU) Init/Fin
DO (mg/L) Init/Fin
Temp (C) Init/Fin
High Concentration
PH (SU) Init/Fin
DO (mg/L) Init/Fin
Temp (C) Init/Fin
Sample
Collection Start Date
Grab
Composite (Duration)
Hardness (mg/L)
Alkalinity (mg/L)
Conductivity (umhos/cm)
Chlorine(mg/L)
Temp, at Receipt (°C)
1
Pipe #: 001 County: Gaston
Comments WO# 92189835
/ 2:22pm Avg Wt/Surv. Control 0.692
2 a d
10
10
10
10
10
10
10
10
0.704
0.632
0.537
0.893
10
10
10
10
10
10
10
10
0.582
0.609
0.729
0.618
10
10
10
10
10
10
10
10
0.794
0.612
0.636
0.579
10
10
10
10
10
10
10
10
0.636
0.660
0.579
0.674
10
10
10
10
10
10
_
10
10
0.762
0.595
0.646
0.595
10
10 1
10
10
10
10
10
10
0.687
0.740
1 0.684
0.662
% Survival 100.0
Avg Wt (mg) 0.692
% Survival 100.0
Avg Wt (mg) 0.635
% Survivall 100.0
Avg Wt (mg) 0.655
% Survivall 100.0
Avg Wt (mg) 0.637
% Survival 100.0
Avg Wt(mg)l 0.650
% Survivall 100.0
Avg Wt (mg) 1 0.693
Day
0 1 7 Z n r
8.0 I 7.6
7.6 / 7.5
7.8 / 7.7
7.7 / 7.3
7.7 / 7.5
7.7 I 7.7
7.7 / 7.4
7.9 / 6.5
7.6 / 6.9
8.0 / 6.8
7.9 / 6.0
7.5 / 6.2
7.9 / 6.4
7.2 / 6.4
24.8 / 24.9
25.2 / 25.1
24.9 / 25.0
25.1 / 25.0
25.1 / 25.0
24.7 / 24.9
25.0 / 24.9
0 1 9 a
7.8 / 7.4
7.6 / 7.4
7.6 / 7.6
7.6 / 7.117.5
/ 7.4
17.6 / 7.617.7
/ 7.3
8.1 / 7.2
7.2 / 6.1
7.6 / 7.0
8.1 / 6.0
17.5 / 5.3
17.3 / 6.517.5
/ 6.2
24.9 / 25.0
25.1 / 25.0
24.7 / 24.8
25.0 / 24.9
25.2 / 25.1
24.8 / 24.9
25.1 / 25.0
1 2 It
2/16/2014
2/18/2014
2/20/2014
24.00
24.00
24.00
44.00
45.00
34.00
29.00
43.00
65.50
595
688
675
<0.1
<0.1
<0.1
1.2
1.0
1.4
Dilution H2O
Hardness (mg/L)
43.00
Alkalinity (mg/L)
26.50
Conductivity (umhos/cm)
145.9
Survival
Growth
Normal
r1
G,I
Hom. Var.
n
rV I
NOEC
12
12
LOEC
>12
>12
ChV
>12
>12
Method
Steel's
Dunneirs
Test Organisms
T' Cultured In -House
7 Outside Supplier
Hatch Date: ,T
Hatch Time: ib .y- (�
L.
Overall Result
ChV >12 %
Stats
Survival
Growth
Conc.
Critical
Calculated
Critical
Calculated
3
10
18
2.41
0.93
10
18
2.41
0.591
6
10
18
2.41
0.885
10
18
2.41
0.685
12
10
18
2.41
-0.029
uvvv roan A ►-0 I 7/u4,,

ATTACHMENT VI
Jadco-Hughes Site Information

(D--
CONES7170GA-ROVERS
& ASSOCIATES
January 15, 2013
Mr. Jonathan Jordan
Utilities Supervisor
City of Mount Holly
P.O. Box 406
Mount Holly, North Carolina
28120
Dear Mr. Jordan:
4215-1 Stuart Andrew Blvd. Charlotte, North Carolina 28217
Telephone: [phone] Facsimile: [phone]
www.CRAworld.com
Re: 2013 Annual Reporting of Discharges
Jadco-Hughes Site (Site), Gaston County, North Carolina
Reference No. 003669-95
On behalf of the Jadco-Hughes Site Potentially Responsible Party (PRP) Group, CRA submits this annual
letter report in accordance with the May 15, 2000 agreement between the PRP Group and the City of
Mount Holly (City). The reporting period is for the year 2013.
A total of 13,763,997 gallons of treated water were discharged to the City Publicly Owned Treatment
Works (POTW) in 2013. The water was discharged at a rate not greater than 75,000 gallons per day.
CRA collected composite sample of the effluent on December 19, 2013 for compliance monitoring. The
total volume discharged during the 24-hour composite sampling period (from December 18 to 19, 2013)
was 29,566 gallons. CRA analyzed the composite sample for metals, ammonia (NH3) and total
suspended solids (TSS). CRA also collected a grab sample of the effluent on December 19, 2012 and
analyzed it for volatile organic compounds (VOCs), oil and grease, polychlorinated biphenyls (PCBs), and
cyanide. All parameters were within the discharge limits.
CRA also collected a sample for biochemical oxygen demand (BOD); however, the laboratory incorrectly
analyzed the sample for carbonaceous BOD. CRA has collected another sample for BOO analysis and will
submit the data to the City when the laboratory provides the data to us.
As discussed by telephone on January 14, 2014, CRA has also collect samples for the full list of metals
and base/neutral/acid compounds listed in the City's letter dated October4, 2013. These parameters
were listed in the original permit; however, because there were no issues with exceeding the discharge
standards and based on discussions with the City and receipt of the City's approval to do so, the metals
list was reduced and BNAs were no longer analyzed. As discussed, CRA will analyze for these
parameters until further discussions with the City's consultant, United Water, take place.
The laboratory analytical results for December 19, 2013 are summarized in Table 1.
Equal
Employment Opportunity
Employer ISO 9001
f INIE1140 DES104

0
CONESTOGA-ROVERS
& ASSOCIATES
January 15, 2013 Reference No. 003669-95
-2-
The next discharge monitoring event will be performed in December 2014. We will inform you of the
monitoring schedule one week prior to commencing the activities.
If you have any questions, please do not hesitate to contact me at [phone].
Yours truly,
CONESTOGA-ROVERS & ASSOCIATES
Colleen Dietrich
CD/cb/2
Encl.
cc: James Friday, City of Mt. Holly
Ralph Douglas, City of Mt. Holly
Jadco-Hughes Technical Committee
Patricia Barmeyer, King & Spalding
Stephen Quigley, CRA
John Uteck, CRA

Parameter (1)
Flow (2)
BOD
TSS
NH3
Metals
TABLE 1
ANALYTICAL RESULTS FOR 2013 ANNUAL EFFLUENT MONITORING
JADCO-HUGHES SUPERFUND SITE
GASTON COUNTY, NORTH CAROLINA
Discharge
Limits
0.075 MGD
300 mg/L
350 mg/L
25 mg/L
Treated Water To Sewer System
SAMPLE ID: GW-3669 JU-121913-036
Lob Results
29,566 gal
(6)
< 5 mg/L
< 0.05 mg/L
Page 1 of 2
Converted Data
Arsenic
0.1 mg/L
<
0.005 mg/L
Cadmium
0.02 mg/L
<
0.005 mg/L
Chromium
0.5 mg/L
<
0.01 mg/L
Cyanide
0.5 mg/L
<
0.005 mg/L
Lead
0.05 mg/L
<
0.005 mg/L
Nickel
0.5 mg/L
<
0.005 mg/L
Base Neutral Compounds (3)
1,2,4-Trichlorobenzene
0.0759 Ibs/day
<
1 µg/L
0.0000 Ibs/day
1,2-Dichlorobenzene
0.0234 Ibs/day
<
1 µg/L
0.0000 Ibs/day
1,3-Dichlorobenzene
0.0146 Ibs/day
<
1 µg/L
0.0000 Ibs/day
1,4-Dichlorobenzene
0.0651 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Volatile Compounds (3)
1,1,1-Trichloroethane
0.0209 Ibs/day
<
1 µg/L
0.0000 Ibs/day
1,1,2,2-Tetrachloroethane
0.0001 Ibs/day
<
1 µg/L
0.0000 Ibs/day
1,1,2-Trichloroethane
0.0009 Ibs/day
<
1 µg/L
0.0000 Ibs/day
1,1-Dichloroethane
0.0004 Ibs/day
<
1 µg/L
0.0000 Ibs/day
1,1-Dichloroethylene
0.0058 Ibs/day
<
1 µg/L
0.0000 Ibs/day
1,2-Dichloroethane
0.0822 Ibs/day
5 µg/L
0.0012 Ibs/day
1,2-Dichloroethylene (total)
0.5342 Ibs/day
110 µg/L
0.0271 Ibs/day
1,2-Dichloropropane
0.0001 Ibs/day
<
1 µg/L
0.0000 Ibs/day
1,3-Dichloropropylene (total)
0.2606 Ibs/day
<
1 µg/L
0.0000 Ibs/day
2-butanone
23.8207 Ibs/day
<
5 µg/L
0.0000 Ibs/day
2-hexanone
0.3753 Ibs/day
<
5 µg/L
0.0000 Ibs/day
CRA 003669-Jordan-3-Tl

Parameter (1)
TABLE 1
ANALYTICAL RESULTS FOR 2013 ANNUAL EFFLUENT MONITORING
JADCO-HUGHES SUPERFUND SITE
GASTON COUNTY, NORTH CAROLINA
Discharge
Limits
Page 2 of 2
Treated Water To Sewer System
SAMPLE ID: GW-3669 JU-121913-036
Lab Results Converted Data
Acetone
11.4558 Ibs/day
<
5 µg/L
0.0000 Ibs/day
Benzene
0.0229 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Bromodichloromethane
0.1835 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Bromoform
0.1501 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Bromomethane
1.0425 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Carbon Tetrachloride
0.5967 Ibs/day
14 µg/L
0.0035 Ibs/day
Chlorobenzene
0.0121 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Chloroethane
0.0033 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Chloroform
1.4249 Ibs/day
18 µg/L
0.0044 Ibs/day
Dibromochloromethane
0.1334 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Ethylbenzene
0.0938 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Methyl Chloride
1.0425 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Methylene Chloride
0.2189 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Tetrachloroethene
0.00531 Ibs/day
3.9 µg/L
0.0010 Ibs/day
Toluene
1.4478 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Trichloroethylene (7)
0.0138 Ibs/day
48 µg/L
0.0118 Ibs/day
Vinyl Chloride
0.4775 Ibs/day
<
1 µg/L
0.0000 Ibs/day
Xylene
0.1147 Ibs/day
<
15 µg/L
0.0000 Ibs/day
Other Parameters
Polychlorinated Biphenyls (3), (4) 0.0010 Ibs/day < 0.53 µg/L 0.0000 Ibs/day
Oil and Grease 100 mg/L < 4.4 mg/L
pH 5 -11(5) 8.31
Notes:
< Below detection limit. The quantity shown is the detection limit.
(1) Discharge limit is the concentration specified in Attachment I of the October 3, 2013 City of Mount Holly letter.
(2) The converted data is based on the flow rate shown.
(3) The effluent limitation is the daily maximum agreed to by City of Mount Holly (letter dated July 12, 2011).
(4) Detection limit for Total PCBs shown is detection limit for each of the individual PCB Aroclors.
(5) Standard Units.
(6) Laboratory error. CRA will resample and submit data to the City.
(7) Discharge limits for tetrachloroethene and trichloroethene are based on October 3, 2013 letter from City;
however, City previously agreed to limits of 0.1068 and 0.7475 Ibs/day, respectively (letter dated November 7,199
CRA 003669-Jordan-3-Ti

ATTACHMENT VII
Triangle Texaco Site Information

lntiristi•iat L Nei Waste« otter 5urve%
Pet•mit .application
COVER PAGE
_--
I `v.i,nC .n AuitluYltcd reprr,rttla[t►r •.:,r, r, ::•.}•.. ,n :c , - .. ,..� :..}:.l,:.. '�mn, rYa•rns�.�r . y .,:. t.•.., ".;:....ra.rti r ..c!! ;,c• cia•. tri •i;\ ti0r!i:Ita,11%
�. •.•t'�j`.•'' ri l��!••: {I:
C',. 'r�::{tic:. la: ('tl'1' .ti_ ��::irl'i t:itl� ':!t��,ltl`-II'1�. :CCttfa: i.CCj,If1K. and •
I��it�
Sc%\Cr \utnt•ri?\ and -or flic Z t:
dlta m.:I,:c ; Ili i l
Mark C. Boland, P.E.
Patrick R. Kelly, P G.
r"'` Principal Engineer ' cars '`tih'r- 16
''tle earsmallfirm 6
Staff Geologist
Phone [phone] }a`"[phone]
Plo,r7041604-5223 1 Fax v [phone]
�
Email Address mboland shielden ineerin .colri
' r=n"` `''°r2" [e-mail]
ft sicai s eet address of 1aciri,�N
201 N. Main Street
Otiicsi ma{rinta addre., J J tiereni Now it saint: '
I
4301 Taggart Creek Rd t
I
I c"" Mount Holly "" NC ' `'" 28120
"� Charlotte "�`` NC
ziP 28086
The information provided by yatt on this questionnaire serves two funetiOnS:
The information is used to determine it your facility needs an
Industrial User Pretreatment Permit OUP) for the discharge of
wastewater to the local sewer.
If an Industrial User Pretreatment Permit OUP) is required, this
survey serves as the application for an Industrial User
Pretreatment Permit (]UP).
Requests for con; ide.ntial treattnenr of" mforination provided on this form shall be governed by
procedures bpecificd in 40 CFR Paii 2. Ill accordance with Title 40 of' the Code of Federal
Regulations Part 403. Section 40,.14 and the Local Sever Use Ordinance (S110). information
and data provided ill this questionnaire which identifies the content. volume and frequency of
discharge shall be available to the public vOthuut restricciun
This ib to be signed b\. an authorized officiai of your lirin. as defines] in the vocal Se\%cr I. se Ordinance. Section 1.2, after
completion of this fens
I certify under penaw, of lati that this ;�ocumen: and all attachment, \+ere prepared under m�
i direction \�r super-\ ision in accor•danLe with a systenl designed to asSure that qualified
personnel propt:rlN ��athcr and t:\ aluate the infor•tnatiort submitted. Based upon m-, inquiry of -
the person or oersons who mana`re the system. or these persons direcd% responsible for
2atherin nfi the i,rrzi.tTI011. the irlfumatrort suhmitted is, to the hr,;t of my knowledge and �
belief•, true. accurate and complete ani aware that there are: siunificant penalties for E
subr@i ing,•_ tal-zt information. including the pussibilin of fine andior imprisonment for ;
i:no i iz \fic.fattio
Signature l�- authorized Remesenrative
i 4
r.-' al d'applicable,
Date
paueIofI

Industrial User Wastewater Survev
& Permit Application V
PART I,! GENERAL
INFORMATION:
l . Provide a brief narrative description of the type of business. manufacturing
processes. or service activities your firm conducts at this site.
Shield Engineering, Inc. is an environmental consulting and engineering
firm contracted with a responsible party who is directed by the NCDENR
to abate, assess, and remediate soil and groundwater contamination
resulting from a previous underground storage tank release.
�. List the primary products produced at this facility:
No products are produced at this site. Environmental remediation
activities are anticipated to result in recovered petroleum impacted
groundwater from several recovery wells.
3. List ra%k materials and process additives used:
No raw materials or process additives are used.
4. Are biocides added to any water discharged to the P01"A'.
if yes describe:
Yes
No X
5. Describe weekly production schedule. including shifts worked per day.
employees per shift. and primary operation during shift.
j Automated equipment will operate 24 hours a day, with periodic maintenance
visits by Shield Engineering, Inc. technicians. Shield Engineering, Inc.
estimates recovery of up to approximately 40,000 gallons of petroleum
impacted groundwater per week.
6. Production process is: Check. if all continuous X
Check. if all batch
If both please enter. % continuous = % % Batch = I %
Page-" of 17

Industrial User Wastewater Survey
& Permit Application
i
PART I GENERAL INFORMATION
(cont):
7. ! Does production vary significantly (-- 20 %) by season. Describe.
Possibly, Production may vary due to seasionai groundwater Yes x
highs and lows. No
8. Are an\ significant (-- 20 %) changes in production that will affect wastewater
discharge expected in the next 5 years. If yes. please describe.
Yes, groundwater remediation activities are expected to be Yes x
completed within 2-4 years of remediation system operation. No
9. list all current waste haulers. Give name. address. phone numbers.
volume and materials hauled off.
Not applicable.
10. Attach a copy of laborator\ analyses performed in the last year on the
wastewater discharge(s) from your facilities. Summarize data on the
attached Data Summary Form.
See Attached
Attach sketch or schematic showing sampling points and all connections
to the sever.
See Attached
12. Complete the Wastewater Pollutants Checklist attached to this Survey.
See Attached
Page 3 of 17

if �es� Permit �. Jate. ,gtn!ic:uri name
I
Industrial User Wastewater Survey
'I
& Permit Application Y
PART 1,1 GENERAL INFORMATION
(cont):
131 Do you have. or hake you ever applied for. been issued. or been denied
an NPDES permit to discharge to the surtace waters or storm sewers of
North Carolina? If yes. list all other NPDES permits. permit numbers.
dates. and names used to apply for the m. or reason denied.
Permit 4 Llate_ applicant name
Bantam Mart, NCG510464, 10/18/11, Petroleum World, Inc. Yes x
i
I1 s'c Permit .. .fate appireartt name
Danieltown NCG510245 Rescinded 4126/05 Petroleum World No
I Inc
14.Do vuu have. or have you ever applied for or been issued an Industrial
j l�se
1- Pretreatment Permit (IUP) to discharge wastewater- to the sewer
collection system. It' yes. list all other IUP permits. permit numbers.
dates. and names used to a I\ Im them.
rt I 1'ennit �. �laie, apt�lrcant name
Yes
No x
1 5. Do you have. or have you ever applied for or been issued any other
Fn�ironmental Permits (for example: air. RCRA. rU11-ound%\ater.
€ storm\�ater. general. Non -Discharge. septic tank. etc.). It' \es. list all
other errrlits. Perillit numbers. dates. and names used to a Iv for them.
il'�c, � Pcrmu t�t�r. = aatc. aplthc::nt n:nne
Yes
if�c. �Pennit tree. u. date. appltcaitt Haute I
No x
Itws I�'ermrt t�pc ,laic. appirrartt name
16. Is a Spill Prevention Control and Countermeasure (Sl'CC) Plan
i
prepared f-or this facilit\ .) It)cs. please attach a copy.
i -
17. Is a Spill 'Slu- Control Plan required b\ the POTW . prepared for this
'i facility :t f
Yes
No x
Yes
No x
Pace 4 of 17

Industrial User Wastewater Survev
& Permit Application -
Wastewater Pollutant Checklist
Chemical Name
EPA
Check if'
Check it'
Check it'
Check it'
Concentration
Storet
Present at
:- bsei at
I
, Present in
:absent in
in Discharge.
Code
Facility
Facility
Discharge
Discharge
if Known
Other Inorganics
Barium
�, I,,, ;
Chloride
, (N-to
x ;
Cvanide
(,l,i211
Fluoride
(
Purgeable Volatile Organics
1.1.1-Trichloroethane
1.1.2.2-Tetrachloroethane
x
1.1?-Trichloroethane
x 1
1. 1 -Dichloroethane
1.1-Dichloroethvlene
x
x
0.045
1 ?-Dichloroethane
x
1.2-Dichloro ro ane
;a;s
x
?-Chloroethvl vinvl ether
x
Acrolein
i x
Acrvlonitrile
T
x
Benzene
x
4.0
Bromodichloromethane
Its E
Bromoform
i,
Bromomethane
34413
Carbon tetrachloride
1'
x
Ch lorobenzene
".4;01
x
Chloroethane
1 ,
Chloroform
,' 1,16
Chloromethane
�44 i w
69
cis 1.3-Dichloro ro ene
wT14
x
Dibromochloromethane
ITF.
Ethvlbenzene
ti1ethv lone chloride
',4-M
2 3
x
x
Tetrachloroethvlene
;�i��
x-0,0207
Toluene
;4oI
x
trans 1.3-Dichloro ro ene 11
;4o,4ko
x
trans- 1.2-DichloroetIn lene
14i4e,
x
Trichloroethvlene
"o i'S,,
x
Trichlorotluoromethane
;a31s
Vinvl chloride
it)►75
Others
1,2,4 Trimethyl benzene
1,3,5 Trimethylbenzene
x
2.680
0.806
Page 12 of 17

Industrial User Wastewater Survey
& Permit Application
PART I,' GENERAL INFORMATION
(cont):
13.I Do you have. or have you ever applied liar. been issued. or been denied
an NPDES permit to discharge to the surface waters or stony sewers of
North Carolina'? If yes. list all other NPDES permits. permit numbers.
A _ , ,
dates. anu names used to apple for them, or reason denied
ll'Nes Permit . o. date. applicant name
Bantam Mart, NCG510464, 10/18/11, Petroleum World, Inc.
lt'yes Permit . u. date. applicant name
Danieltown, NCG510245, Rescinded 4/26/05, Petroleum World, Inc
Yes x
No
14.' Do you have. or have you ever applied i'or or been issued an Industrial
User Pretreatment Permit OUP) to discharge wastewater to the sewer
collection system. If yes. list all other IUP permits. permit numbers.
dates. and names used to apply for them.
It yes Permit date. applicant name
Yes
If Lei; Permit .:,. date. applicant name
No X
15. Do you have. or have you ever applied for or been issued any other
Environmental Permits (for example: air. RCRA. groundwater.
stormwater. general. Non -Discharge. septic tank. etc.). if yes, list all
Vutcr permILS. permit numbers, dates. and names used to a
lf%es. Permit 11pe. date. applicant name
II'ves Permit 1%pe. a. date. applicant name
If }es. Permit tNpe. ;:. date. applicant name
�m.
Yes
No X
16.1 Is a Spill Prevention Control and Countermeasure (SPCC) Plan
prepared for this facility'? If yes. please attach a copy.
Yes
No x
17J is a Spill /Slug Control Plan required by the POTW. prepared for this
facilitv`'
Yes
No x
Page 4 of 17

Industrial User Wastewater Survey
& Permit Application
PART I, GENERAL INFORMATION
cont):
18. Do you have any underground storage tanks at your facility'' If yes. list
contents and volume of each tank. r
No underground storage tanks to be used on site. Yes
No x
19. Do you have any above ()round storage tanks at your facility'' It'yes. for
each tank. list the contents. volume. %\Ihetlier- the tank has any spill
prevention or containment devices. such as dikes. and procedures for
draining any containment devices.
Yes I x I r of Tanks
No tanks on site at present time. Possible 3,000 to 5,000 gallon No
double -walled polytank for temporary site storage prior to
discharge may be installed if needed as part of proposed ground-
water recovery system.
Pa,e 5 of 17

Industrial User Wastewater Survey & Permit Application
PART 11, Water Supply, Use, & Disposal Worksheet:
m
x
9
Water Used for:
Ut 11e1 : Pet 1 ul eum i mpac_t ed
.1I C1111dwa t e e ? ecove i ed f I om
10111edial re ovely ..:Ils
Water
Sots rce(s)
^`'
gal/daygal!day
Max.ti
C,
--
`r
'l.
Disposal
Method(s)
^`
zal/da\
Max.
dal/clay
L
n
-- - - ---
Process k\ater
\NZIS11down Miller
Water into product
Ah Qtlillitl Perrllilled lMit-,
Domestic - toilets. drinking, cafe
Cooling, \%atcr. Process NON-Conlad
Roller i Cooling tower blowdomi
Cooling %cater. I IVA('-
(
(see Source List hclo%\)
V
(sic Disposal list bcluwl
_—
3.
5,715
11,316
x
2.
5,715
11,316
x
_
--
_
Totals --
5 715
11,316
I t't`�Is
S 715
11,3161
Typical Water Sources: _
1. ('its / Public supply- --
?. Pirate %ells. drinking
3. Cirollndwatcr renlediallon \\ells
4. Private ponds
S ace eaters of . please identify
6. Include others if applicable
�-Possible Water Disposal Methods
I. Sanitar\ se\\er. wilt preUratnlent
�.S all, l'�' tie�1 er. \\ ithout prelreatnlenl
3. Storm se\ er
4. Sul -lace \\atcrs of N('
�. F vaporation
6. Land applied
7. -1 o groundwater.
R. Septic -tank
9. Waste I laulers (identify)
10. Water into Product
11. Include others. if applicable
Page 6 of 17

Industrial User Wastewater Survey
& Permit Application
PART III, PRETREATMENT FACILITIES:
Are there any pretreatment devices or processes used for treating «wastewater
before being discharged to the sever? Check all that are present. and describe.
No pretreatment facilities => X
1 Flow equalization Aerated equalization =>
NON -Aerated equalization => 0.005 MG
Total volt.rr»e ofequalization (million �gral.) _> 0.005 MG
2.
Activated Carbon
3.
A'ctivated Sludge
4.
Air Stripping
5.
Centrifu_ation
6.
Chemical Precipitation
7.
Chlorination
8.
Cyanide Destruction
9.
Cyclone
10.
Dissolved Air Floatation
11.
Filtration
12.
Flocculation
13.
Grease Trap
14.
Grit Removal
15.
Ion Exchange
16.
Neutralize. pH adjust
17.
Other Biological Treatment
I8.
Ozonation
19.
Reverse Osmosis
20.
Screening
1.
Sedimentation
22.
Septic Tank
23.
Silver Recover,
24.
Solvent Separation
25.
Spill protection
List any others.
I�
Ye�
Ye;
Ye
Ye!
Ye!
Ye!
Yes
Ye4
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
No
No
No
No
No
No
No
No
No
do
No
No
No
No
Describe any. if present.
Pae7of17

Industrial User Wastewater Survey
& Permit Application
PART IV, CATEGORICAL INFORMATION:
I . When were operations started at this facilitN Facility start up date N/A
The facility is anticipated to start operation in April of 2014.
2. Li'st all Standard Industrial Classification (SIC) codes for your facility.
These may be found on State Unemployment forms. tax forms.
accounting records. or from the Chamber of Commerce.
Environmental remediation / clean-up
activities at a former Leaking UST site.
3. Has this facility ever been considered a Categorical Industrial User
(CIU) as described by the Code of Federal Regulations (40 CFR)?
II'yes. give complete 40 CFR number =>
No X
it
4. Are any other facilities owned and/or operated by your company
permitted as Categorical Industrial Users (CIUs) as described by the
Code of Federal Regulations (40 CFR)?
If yes please give name(s). location. and 40 CFR number. Yes
No x
Page 8 of 17

Industrial User Wastewater Survey
& Permit Application
PART IV, CATEGORICAL INFORMATION: (continued)
5. Check any activities listed below that are performed at your facility:
Check
below
40 Industrial Activity
it
CFR# y
Check
40
Industrial Activity
below
CFR#
467
427
461
43i
407
408
458
411
434
465
468
405
469
413
457
412
424
418
464
426
406
454
460
447
415
420
425
Alurninum Forming
Asbestos Manufacturing
Battery Manufacturing
Builders paper & board mills
Canned & preserved fruits & vea.
jCanned & preserved seafood
Carbon black Manufacturing
;Cement Manufacturing_
Coal Nlininu
Coil Coatine
,Copper Forming
'Dairy products processing
Electrical. electronic components
Electroplating
Explosives Manufacturing=_
Feedlots
Ferro allay Nanufacturing
Fertilizer Xilanufacturing
Foundries. Metal Mold & Casting
Glass Manufacturim,
Grain mills
Gum & Wood Chemicals Mt,.
Hospitals
Ink formulatim,
Inorganic chemical Manufacturing
Iron & Steel Manufacturing
Leather Tanning & Finishing
432
Meat products
433
Metal finishing;
464
:Metal rttolding and castin
436
Mineral raining and processing
471
\onferrous Metal. Form & Powders
421
Nonferrous Metals Manufacturing
414
OCPSF. Organic Chemicals. Plastics.
& Synthetic Fiber Manufacturina,
435
Oil & gas extraction
440
Ore mining and dressin,
446
Paint formulating
443
Paving and roofing materials Mfg.
455
Pesticide Manufacturing
419
Petroleum Refining-
439
Pharmaceutical Manufacturing
422
Phosphate 'Manufacturing
459
Photographic supplies
463
Plastics molding and forming
466
Porcelain enameling
430
Pulp. paper. and paperboard
428
Rubber Manufacturina
417
Soap & Detergent lVlanutacturinz
423
Steam Electric power Generation
409
Sugar processing
410
Textile 'dills
429
Timber products processing
Others
Environmental remediation of
former leaking UST site.
Nage 9 of 17

Industrial User Wastewater Survey
& Permit Application
Wastewater Pollutant Checklist
Chemical Name
EPA
Check if
Check if Check it'
check if
Concentration
Storet
Present at
Absent at i Present in
:'absent in
in Discharge.
Code
Facilit%
Facilitx Discharge
Discharge
if Kno%,*,n
Acid Extractable Organics
2-Chloro henol
ll»(
2.4-Dichloro henol
x
2.4-Dimethvl phenol
2.4-Dinitro henol
14hIn
2-Methv1-4.6-dinitro henol
1405
4-Chloro-3-methyl henol
2-Nitrophenol
4-Nitro henol
Pentachloro henol
Phenol
2.4.6-Trichloro henol
�-��' I
Base Neutral Organics
1.2.4-Trichlorobenzene
1.2-Dichlorobenzene
1.2-Di henvllwdrazine
1.3-Dichloroben7ene
1,4-Dichlorobenzene
34; 7I
2.4-Dinitrotoluene
3-161 I
2.6-Dinitrotoluene
2-Chloronaphthalene
;
x
3.3-Dichlorobenzidine
sn; I
x
4-Bromophem I phem I ether
4-Chlorophenyl phenyl ether
x
Acenaphthene
x
Acenaphthylene
Anthracene
.422()
x
Benzidine
i x
Benzo (a) anthracene
r�'<
Benzo (a) pyrene
14-247
I x
Benzo (b) tluoranthene
34,' "+I
; x
Benzo (`hi) pen lene
- - I
x
Benzo (k) tluoranthene
3-i24'
x
Bis(2-ehloroethoxv ) methane
42'8
x
Bis(2-chloroeth\1) ether
27
Bis(2-chloroisopropyl) ether
;-:28
Bis(2-ethvIhexv1) phthalate
Butyl benzvi phthalate
Chrysene
;43-10
Di-n-butyl phthalate
Pane I U of 17

Data Summary Form
<= Receiving POTW
<= Specific Sample Location!
i.c.. ( live lU Name. It ►1't!. and/or Iiil)c#
I.ab -
MI)l
Notes ,
Sample
Date
11). or
Sample
Count
Collected
b
7
I (1
12
etc
�I�NS
Max. %aloe--:
Avg. (usc 112 BI)l ) =
Laboratory hcrti>rming analysis
Laboratory Method Detection Limits
Notes
Q = Flo",
Notes about Sample - -- M -= Metered �-
I . I :st itnatcd
mgd gal/day
----- ------ --- - T
ROD
TSS
Ammonia
Conc. Results
from 1.111)
<? 11101
Conc. Results
11-onl 1,111)
<? mgil
Conc. Results
From I ah
<`► mgil
Total numhcr ol'samhles
Maximum data Value (mg/1)
Avg. data value. Include 1311. values as 1/2 detection limit
Page 13 of' 17

Data Summary Form
<= Receiving POTW
<= Specific Sample location!
i.e.. (live It I Name. It IF'#. and/or pipe #
Arsenic
Copper
Chromium
Cadmium (101)
a h --
MI)
Notes
Cone. Results
from Lab
<?
Cone. Results
from Lah
<? Illl:/I
Cone. Results
from I.ah
<? nl'I
Conc. Results
11-om I.ah
G?
Conc. Results
from I.ah
<`� nl���l
Cone. Result"
from I.ah
`� ►/
Sample
II) or
Count
D'He Salllhle
Collected
�^
7
lu
12
etc
El
TN S
Max. Value -
Avg. (use1/2 BIM)
Page 14 o f 17

Data Summary Form
<= Receiving 130TW
<= Specific Sample Location!
- i.e.. (live It I Name. It iP#, and/car pipe H
Cyanide
lead
Xlercury
Nickel
Silver
zinc
MIX
Notes
Conc. Results
from I -ah
<? m/I
Colic. Results
From I .ah
<?
Conc. Results
from I .ah
<?
Cone. Results
from I .ah
Conc. Results
From I.ah
<?
Conc. Results
From I .ah
Sample
W or
Count
Date Sample
Collected
--
- -- -
a
7
10
1,
etc
-
-INS
Max. Value
,Avg. (usel/2 BI)I,)
Page 15 o1" 17

Data Summary Form
<= Receiving POTW
<= Specific Sample Location!
i.e.. (live It I Narne. It ►P#. and/or pipe it
Other
Other
Other
Other ----
-_-- Other
MIA,
Notes
Conc. Results
1i•un1 I.ah
<? I11/i
('unc. Results
from Lab
<?
('one. Results
from I.ah
Curie. Results
li-mil I.ah
<? m%I
Conc. Results
From I.ah
<?
Conc. Results
Crum I ah
Sample
II) ot-
COUM
Date Sample
Collected
-
I
1
—
9
iU
—
1?
etc
-INS
Max. Value
nvo. (usel/? BDI.)
Page 16 ul' 17

Industrial User Wastewater Survey
& Permit Application
Part V, Othe,r:
Please list any significant changes to the manufacturing processor pretreatment system since the last
permit application was submitted:
Not Applicable
Page 17 of 17

1)1 11 \1, I'T i %I.ul.l
Name: i
Project: I
Units
Air Temp.
Water Temp'
Stripper:
Stripper Nax Flow
e-mail: T, r. l,: :, 1 1.1.. 1 .
Altitude:
Flow: n
Stripper Air Flow

�!I I1 �lripl¢�I �I„del
,
i r•, .bcr_cc a,.
F.'.
i
hill nut I nm' <onit r7 and prnjc•rt rn/i,rmwiun and I-lirk Sind h, burr a (Ill) "/rrurwrnt npplre Minn +pre irdi.et ronrurl I I
Name - 1,11,1
Counpany
-- ---- -------
Phone - Fax I'h,nlc - --- -__-- -
e-mail - InbolanJvrtihlclJengincering voill Project - [ I rianulc 1 Caacn
luµ, 0I'l211 1'V.c, I'll, J nw.pll I' 2 ?1)1 � I % N V4 tl
TJ
�
O
Z
N
�
W
W
W
Q
U
aN
w
rK

Lment:txy or mount molly
Description: EFFLUENT
Date Sampled:10113/2016 0805 '
Date Received:1011312016
L.aooratory lu: KJ73uto-uu9
Matrix: Aqueous
Inorganic
non-metals
Run Prep Method
Analytical Method
Dilution
Analysis Date Analyst
Prep Date Batch
1 350.1
(Ammonia - N ) 350.1
1
10/20/20161630 BWS
24823
1
(Hardness (to) SM 2340C-2011
1
10120/20161839 MJI
24842
1
(Nitrate-Nitr) 353.2
10
10120/20161910 MSG
24828
1
(Phosphorus) 365.1
10
10/20/2016 0857 KWP
10/18/2016 2330 24665
1
(TDS) SM 254OC-2011
1
10/14/20161011 CLM
24412
1 351.4
(TKN) 351.2
1
10/20/20161815 KWP
10/20120161050 24791
CAS Analytical
Parameter
Number Method
Result Q
PQL
MDL
Units
Run
Ammonia - N (gas diffusion)
350.1
ND
0.10
0.050
mg/L
1
Hardness (total)
SM 234OC-20
34
10
2.0
mg/L
1
Nitrate -Nitrite - N
353.2
15 B
0.20
0.013
mg/L
1
Phosphorus
7723-14-0 365.1
3.3 B
0.10
0.016
mg/L
1
TDS
SM 254OC-20
440
10
3.4
mg/L
1
TKN
351.2
2.7
1.3
0.11
mg/L
1
Semivolatile Organic Compounds by GC/MS
Run ,Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 1 10/19/20161713 ECB 10/17/2016 0028 24491
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
MDL
Units
Run
Acenaphthene
83-32-9
625
ND
1.6
0.11
ug/L
1
Acenaphthylene
208-96-8
625
ND
1.6
0.060
ug/L
1
Anthracene
120-12-7
625
ND
1.6
0.060
ug/L
1
Benzidine
92-87-5
625
ND
8.0
0.44
ug/L
1
Benzo(a)anthracene
56-55-3
625
ND
1.6
0.070
ug/L
1
Benzo(a)pyrene
50-32-8
625
ND
1.6
0.040
ug/L
1
Benzo(b)fluoranthene
205-99-2
625
ND
1.6
0.050
ug/L
1
Benzo(g,h,i)perylene
191-24-2
625
ND
1.6
0.12
ug/L
1
Benzo(k)fluoranthene
207-08-9
625
ND
1.6
0.070
ug/L
1
4-Bromophenyl phenyl ether
101-55-3
625
ND
1.6
0.16
ug/L
1
Butyl benzyl phthalate
85-68-7
625
ND
1.6
0.15
ug/L
1
bis (2-Chloro-1-methylethyl) ether
108-60-1
625
ND
1.6
0.49
ug/L
1
4-Chloro-3-methyl phenol
59-50-7
625
ND
1.6
0.40
ug/L
1
bis(2-Chloroethoxy)methane
111-91-1
625
ND
1.6
0.48
ug/L
1
bis(2-Chloroethyl)ether
111-44-4
625
ND
1.6
0.50
ug/L
1
2-Chloronaphthalene
91-58-7
625
ND
1.6
0.40
ug/L
1
2-Chlorophenol
95-57-8
625
ND
1.6
0.34
ug/L
1
4-Chlorophenyl phenyl ether
7005-72-3
625
ND
1.6
0.21
ug/L
1
Chrysene
218-01-9
625
ND
1.6
0.050
ug/L
1
Dibenzo(a,h)anthracene
53-70-3
625
ND
1.6
0.11
ug/L
1
1,2-Dichlorobenzene
95-50-1
625
ND
1.6
0.46
ug/L
1
1,3-Dichlorobenzene
541-73-1
625
ND
1.6
0.40
ug/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the MDL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W
Shealy Environmental Services, Inc. Page: 5 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.sheatylab.com

LaDoratory lu: KJ13utb-uul
Matrix: Aqueous
Laienutaty or mount Mony
Description: EFFLUENT
Date Sampled:10/1312016 0805
Date Received:10113/2016
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 1 10/19/20161713 ECB 10/17/2016 0028 24491
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
MDL
Units
Run
1,4-Dichlorobenzene
106-46-7
625
ND
1.6
0.41
ug/L
1
3,3'-Dichlorobenzidine
91-94-1
625
ND
8.0
1.6
ug/L
1
2,4-Dichlorophenol
120-83-2
625
ND
1.6
0.70
ug/L
1
Diethylphthalate
84-66-2
625
ND
1.6
0.19
ug/L
1
Dimethyl phthalate
131-11-3
625
ND
1.6
0.21
ug/L
1
2,4-Dimethylphenol
105-67-9
625
ND
1.6
0.62
ug/L
1
Di-n-butyl phthalate
84-74-2
625
ND
1.6
0.26
ug/L
1
4,6-Dinitro-2-methylphenol
534-52-1
625
ND
8.0
0.69
ug/L
1
2,4-Dinitrophenol
51-28-5
625
ND
8.0
0.65
ug/L
1
2,4-Dinitrotoluene
121-14-2
625
ND
3.2
0.48
ug/L
1
2,6-Dinitrotoluene
606-20-2
625
ND
3.2
0.39
ug/L
1
Di-n-octylphthalate
117-84-0
625
ND
1.6
0.070
ug/L
1
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625
ND
1.6
0.12
ug/L
1
bis(2-Ethylhexyl)phthalate
117-81-7
625
1.3 J
1.6
0.19
ug/L
1
Fluoranthene
206-44-0
625
ND
1.6
0.050
ug/L
1
Fluorene
86-73-7
625
ND
1.6
0.060
ug/L
1
Hexachlorobenzene
118-74-1
625
ND
1.6
0.39
ug/L
1
Hexachlorobutadiene
87-68-3
625
ND
1.6
0.47
ug/L
1
Hexachlorocyclopentadiene
77-47-4
625
ND
8.0
0.14
ug/L
1
Hexachloroethane
67-72-1
625
ND
1.6
0.53
ug/L
1
Indeno(1,2,3-c,d)pyrene
193-39-5
625
ND
1.6
0.11
ug/L
1
Isophorone
78-59-1
625
ND
1.6
0.44
ug/L
1
Naphthalene
91-20-3
625
ND
1.6
0.13
ug/L
1
Nitrobenzene
98-95-3
625
ND
1.6
1.1
ug/L
1
2-Nitrophenol
88-75-5
625
ND
3.2
0.88
ug/L
1
4-Nitrophenol
100-02-7
625
ND
8.0
1.2
ug/L
1
N-Nitrosodimethylamine
62-75-9
625
ND
1.6
0.37
ug/L
1
N-Nitrosodi-n-propylamine
621-64-7
625
ND
1.6
0.15
ug/L
1
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625
ND
1.6
0.25
ug/L
1
Pentachlorophenol
87-86-5
625
ND
8.0
1.4
ug/L
1
Phenanthrene
85-01-8
625
ND
1.6
0.12
ug/L
1
Phenol
108-95-2
625
ND
1.6
0.22
ug/L
1
Pyrene
129-00-0
625
ND
1.6
0.060
ug/L
1
1,2,4-Trichlorobenzene
120-82-1
625
ND
1.6
0.57
ug/L
1
2,4,6-Trichlorophenol
88-06-2
625
ND
1.6
0.44
ug/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitatlon of compound exceeded the catibration range H = Out of holding time
ND = Not detected at or above the MDL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40°% N = Recovery Is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a W
Shealy Environmental Services, Inc. Page: 6 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com

t,;ilent:uity or mount noiry
t-aDoratory iu: KAMID-UUI
Description: EFFLUENT
Matrix: Aqueous
Date Sampled:10/13/2016 0805
Date Received: 1Oil 312016
Run 1 Acceptance
Surrogate
0 % Recovery Limits
2-Fluorobiphenyl
78 37-129
2-Fluorophenol
36 24-127
Nitrobenzene-d5
78 38-127
Phenol-d5
50 28-128
Terphenyl-d14
66 10-148
2,4,6-Tribromophenol
81 41-144
ICP-MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 200.2
200.8 1 10/14/2016 2154 BNW
10/14/2016 0922 24391
CAS Analytical
Parameter
Number Method
Result 0
PQL
MDL
Units
Run
Antimony
7440-36-0 200.8
0.022
0.001
0.00017
mglL
1
Arsenic
7440-38-2 200.8 0.00037 J
0.001
0.00026
mglL
1
Beryllium
7440-41-7 200.8
ND
0.0004
0.00012
mg/L
1
Cadmium
7440-43-9 200.8
5.7E-5 J
0.0001
4.4E-5
mg/L
1
Chromium
7"0-47-3 200.8
0.0093
0.005
0.00063
mglL
1
Copper
7440-50-8 200.8
0.028 B
0.001
0.00015
mg/L
1
Lead
7439-92-1 200.8
0.001
0.001
0.00015
mg/L
1
Nickel
7440-02-0 200.8
0.003 J
0.005
0.00063
mg/L
1
Selenium
7782-49-2 200.8
ND
0.001
0.00095
mg/L
1
Silver
7440-22-4 200.8
ND
0.001
0.00017
mg/L
1
Thallium
7440-28-0 200.8
ND
0.0005
7.5E-5
mg/L
1
Zinc
7440-66-6 200.8
0.055
0.01
0.0016
mg/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the MDL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W
Shealy Environmental Services, Inc. Page: 7 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shestylab.com

calent:uity or Mount nosy
Description: EFFLUENT
Date Sampled:10113/2016 0825
Date Received:10113/2016
Laaoratory III.): KJ93U/b-UUL
Matrix: Aqueous
Inorganic
non-metals
Run Prep Method
Analytical Method
Dilution
Analysis Date Analyst Prep Date Batch
1 10-204-00-1-X
(Cyanide - To) SM 4500-CN E-
1
10/20/2016 1200 KWP 10/20/20161017 24800
1
(Phenolics) 420.4
1
10/21/20161025 BWS 10/20/20161330 24810
1
(HEM (oil and)1664B
1
10/18/2016 0000 ARP 24590
CAS Analytical
Parameter
Number Method
Result Q
PQL
MDL
Units
Run
Cyanide - Total
57-12-5 SM 4500-CN
0.026 J
0.030
0.024
mg/L
1
Phenolics
420.4
0.048
0.010
0.0040
mg/L
1
HEM (oil and grease)
1664E
1.5 J
4.1
1.4
mg/L
1
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 624 624 1 10/15/2016 0108 ECP 24472
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
MDL
Units
Run
Acrolein
107-02-8
624
ND
5.0
4.0
ug/L
1
Acrylonitrile
107-13-1
624
ND
5.0
0.80
ug/L
1
Benzene
71-43-2
624
ND
1.0
0.40
ug/L
1
Bromodichloromethane
75-27-4
624
3.8
1.0
0.40
ug/L
1
Bromoform
75-25-2
624
3.3
1.0
0.40
ug/L
1
Bromomethane (Methyl bromide)
74-83-9
624
ND
2.0
0.40
ug/L
1
Carbon tetrachloride
56-23-5
624
ND
1.0
0.40
ug/L
1
Chlorobenzene
108-90-7
624
ND
1.0
0.40
ug/L
1
Chloroethane
75-00-3
624
ND
2.0
0.40
ug/L
1
2-Chloroethylvinylether
110-75-8
624
ND
5.0
0.40
ug/L
1
Chloroform
67-66-3
624
1.1
1.0
0.40
ug/L
1
Chloromethane (Methyl chloride)
74-87-3
624
ND
2.0
0.40
ug/L
1
Dibromochloromethane
124-48-1
624
5.5
1.0
0.40
ug/L
1
1,2-Dichlorobenzene
95-50-1
624
ND
1.0
0.40
ug/L
1
1,3-Dichlorobenzene
541-73-1
624
ND
1.0
0.40
ug/L
1
1,4-Dichlorobenzene
106-46-7
624
ND
1.0
0.40
ug/L
1
Dichlorodiftuoromethane
75-71-8
624
ND
2.0
0.40
ug/L
1
1,1-Dichloroethane
75-34-3
624
ND
1.0
0.40
ug/L
1
1,2-Dichloroethane
107-06-2
624
ND
1.0
0.40
ug/L
1
1,1-Dichloroethene
75-35-4
624
ND
1.0
0.40
ug/L
1
cis-1,2-Dichloroethene
156-59-2
624
ND
1.0
0.40
ug/L
1
trans-1,2-Dichloroethene
156-60-5
624
ND
1.0
0.40
ug/L
1
1,2-Dichloropropane
78-87-5
624
ND
1.0
0.40
ug/L
1
cis-1,3-Dichloropropene
10061-01-5
624
ND
1.0
0.40
ug/L
1
trans-1,3-Dichloropropene
10061-02-6
624
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
624
ND
1.0
0.40
ug/L
1
Methylene chloride
75-09-2
624
ND
1.0
0.40
ug/L
1
1,1,2,2-Tetrachloroethane
79-34-5
624
ND
1.0
0.40
ug/L
1
PQL = Practical quantitation limit B = Detected In the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the MDL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a -W-
Shealy Environmental Services, Inc. Page: 8 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com

Laient:taty or mount Moiiy
Description: EFFLUENT ,
Date Sampled:10/13/2016 0825
Date Received:1011312016
Laooratory iu: KJ1suto-uuz
Matrix: Aqueous
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 624 624 1 10/15/2016 0108 ECP 24472
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
MDL
Units
Run
Tetrachloroethene
127-18-4
624
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
624
ND
1.0
0.40
ug/L
1
1,2,4-Trichlorobenzene
120-82-1
624
ND
1.0
0.40
ug/L
1
1,1,1-Trichloroethane
71-55-6
624
ND
1.0
0.40
ug/L
1
1,1,2-Trichloroethane
79-00-5
624
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6
624
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4
624
ND
1.0
0.40
ug/L
1
Vinyl chloride
75-01-4
624
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate Q % Recovery Limits
1,2-Dichloroethane-d4 112 70-130
Toluene-d8 102 70-130
Bromofluorobenzene 97 70-130
PQL = Practical quantilation limit B = Detected in the method blank E = Quentitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the MDL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a 'W'
Shealy Environmental Services, Inc. Page: 9 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.sheal&b.com

t;liencLaty or mount Irtony
Description: EFFLUENT
Date Sampled:07/24/2015 0805
Date Received:07/24/2015
i-aDoratory lu: wuz4u5s-uui
Matrix: Aqueous
Inorganic
non-metals
Run Prep Method
Analytical Method
Dilution
Analysis Date Analyst
Prep Date Batch
1 350.1
(Ammonia - N ) 350.1
1
07/31/20151029 BWS
07/30/20151522 81127
1
(Hardness (to) SM 2340C-2011
1
07/29/2015 1714 HMA
81009
1
(Nitrate-Nitr) 353.2
15
07/30/2015 2142 ECP
81155
1
(Phosphorus) 365.1
10
07/29/20151141 BWS
07/28/20151141 80840
1
(TDS) SM 254OC-2011
1
07/27/2015 1447 BLO
80748
1 351.4
(TKN) 351.2
1
07/30/2015 1607 BWS
07/28/2015 1143 80842
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Ammonia - N (phonate)
350.1
0.64
0.10
mg/L
1
Hardness (total)
SM 234OC-20
42
10
mg/L
1
Nitrate -Nitrite - N
353.2
26
0.30
mg/L
1
Phosphorus
7723-14-0 .365.1
3.4
0.10
mg/L
1
TDS
SM 2540C-20
470
10
mg/L
1
TKN
351.2
1.5
0.50
mg/L
1
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 1 08/12/2015 1528 DRB1 07/27/20151014 80696
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units
Run
Acenaphthene
83-32-9
625
ND
2.0
ug/L
1
Acenaphthylene
208-96-8
625
ND
2.0
ug/L
1
Anthracene
120-12-7
625
ND
2.0
ug/L
1
Benzidine
92-87-5
625
ND
10
ug/L
1
Benzo(a)anthracene
56-55-3
625
ND
2.0
ug/L
1
Benzo(a)pyrene
50-32-8
625
ND
2.0
ug/L
1
Benzo(b)fluoranthene
205-99-2
625
ND
2.0
ug/L
1
Benzo(g,h,i)perylene
191-24-2
625
ND
2.0
ug/L
1
Benzo(k)fluoranthene
207-08-9
625
ND
2.0
ug/L
1
4-Bromophenyl phenyl ether
101-55-3
625
ND
2.0
ug/L
1
Butyl benzyl phthalate
85-68-7
625
ND
10
ug/L
1
4-Chloro-3-methyl phenol
59-50-7
625
ND
2.0
ug/L
1
bis(2-Chloroethoxy)methane
111-91-1
625
ND
2.0
ug/L
1
bis(2-Chloroethyl)ether
111-44-4
625
ND
2.0
ug/L
1
bis (2-Chloro-l-methylethyl) ether
108-60-1
625
ND
2.0
ug/L
1
2-Chloronaphthalene
91-58-7
625
ND
2.0
ug/L
1
2-Chlorophenol
95-57-8
625
ND
2.0
ug/L
1
4-Chlorophenyl phenyl ether
7005-72-3
625
ND
2.0
ug/L
1
Chrysene
218-01-9
625
ND
2.0
ug/L
1
Dibenzo(a,h)anthracene
53-70-3
625
ND
2.0
ug/L
1
1,2-Dichlorobenzene
95-50-1
625
ND
2.0
ug/L
1
1,3-Dichlorobenzene
541-73-1
625
ND
2.0
ug/L
1
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a 'W"
Shealy Environmental Services, Inc. Page: 5 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.sheatylab.com

t ment: t;;ity or mount molly
Description: EFFLUENT
Date Sampled:07/24/2015 0805
Date Received:07/24/2015
t-aDoratory tu: uuz4uas-uui
- -.,,Matrix: Aqueous
Semivolatile Organic Compounds by GUMS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 1 08/12/2015 1528 DRB1 07/27/20151014 80696
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units
Run
1.4-Dichlorobenzene
106-46-7
625
ND
2.0
ug/L
1
3,3'-Dichlorobenzidine
91-94-1
625
ND
10
ug/L
1
2,4-Dichlorophenol
120-83-2
625
ND
2.0
ug/L
1
Diethylphthalate
84-66-2
625
ND
10
ug/L
1
Dimethyl phthalate
131-11-3
625
ND
10
ug/L
1
2,4-Dimethylphenol
105-67-9
625
ND
2.0
ug/L
1
Di-n-butyl phthalate
84-74-2
625
ND
10
ug/L
1
4,6-Dinitro-2-methylphenol
534-52-1
625
ND
10
ug/L
1
2,4-Dinitrophenol
51-28-5
625
ND
10
ug/L
1
2,4-Dinitrotoluene
121-14-2
625
ND
4.0
ug/L
1
2,6-Dinitrotoluene
606-20-2
625
ND
4.0
ug/L
1
Di-n-octylphthalate
117-84-0
625
ND
10
ug/L
1
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625
ND
2.0
ug/L
1
bis(2-Ethylhexyl)phthalate
117-81-7
625
ND
10
ug/L
1
Fluoranthene
206-44-0
625
ND
2.0
ug/L
1
Fluorene
86-73-7
625
ND
2.0
ug/L
1
Hexachlorobenzene
118-74-1
625
ND
2.0
ug/L
1
Hexachlorobutadlene
87-68-3
625
ND
2.0
ug/L
1
Hexachlorocyclopentadiene
7747-4
625
ND
10
ug/L
1
Hexachloroethane
67-72-1
625
ND
2.0
ug/L
1
Indeno(1,2,3-c,d)pyrene
193-39-5
625
ND
2.0
ug/L
1
Isophorone
78-59-1
625
ND
2.0
ug/L
1
Naphthalene
91-20-3
625
ND
2.0
ug/L
1
Nitrobenzene
98-95-3
625
ND
2.0
ug/L
1
2-Nitrophenol
88-75-5
625
ND
4.0
ug/L
1
4-Nitrophenol
100-02-7
625
ND
10
ug/L
1
N-Nitrosodimethylamine
62-75-9
625
ND
2.0
ug/L
1
N-Nitrosodi-n-propylamine
621-64-7
625
ND
2.0
ug/L
1
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625
ND
2.0
ug/L
1
Pentachlorophenol
87-86-5
625
ND
10
ug/L
1
Phenanthrene
85-01-8
625
ND
2.0
ug/L
1
Phenol
108-95-2
625
ND
2.0
ug/L
1
Pyrene
129-00-0
625
ND
2.0
ug/L
1
1,2,4-Trichlorobenzene
120-82-1
625
ND
2.0
ug/L
1
2,4,6-Trichlorophenol
88-06-2
625
ND
2.0
ug/L
1
PQL = Practical quantitatlon limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W
Shealy Environmental Services, Inc. Page: 6 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com

talent: t:iry or Mount Molry
I-aDoratory IU: QU24uos-uu1
Description: EFFLUENT
Matrix: Aqueous
Date Sampled:07/24/2015 0805
Date Received:0712412015
Run 1 Acceptance
Surrogate
Q % Recovery Limits
2-Fluorobiphenyl
67 37-129
2-Fluorophenol
116 24-127
Nitrobenzene-d5
74 38-127
Phenol-d5
76 28-128
Terphenyl-d 14
37 10-148
2,4,6-Tribromophenol
71 41-144
ICP-MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 200.2
200.8 1 07/28/2015 0129 CDF
07/27/2015 0935
80688
2 200.2
200.8 1 07/29/2015 0333 CDF
07/27/2015 0935 80688
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Antimony
7440-36-0 200.8
41
1.0
ug/L
1
Arsenic
7440-38-2 200.8
2.5
1.0
ug1L
1
Beryllium
7440-41-7 200.8
ND
0.40
ug/L
2
Cadmium
7440-43-9 200.8
ND
0.10
ug/L
1
Chromium
7440-47-3 200.8
7.2
5.0
ug/L
1
Copper
7440-50-8 200.8
31
1.0
ug/L
2
Lead
7439-92-1 200.8
ND
1.0
ug/L
1
Nickel
7440-02-0 200.8
ND
5.0
ug/L
1
Selenium
7782-49-2 200.8
6.3
1.0
ug/L
1
Silver
7440-22-4 200.8
ND
1.0
ug/L
1
Thallium
7440-28-0 200.8
ND
0.50
ug/L
1
Zinc
7440-66-6 200.8
65
10
ug/L
2
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a 'W-
Shealy Environmental Services, Inc. Page: 7 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com

Viienutaty oT mount rtoity
Description: EFFLUENT
Date Sampled:07/2412015 0815
Date Received:0712412015
t-aDoratory tu: Uuzauas-uuz
- ,.Matrix: Aqueous
Inorganic non-metals
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 10-204-00-1-X (Cyanide - To) SM 4500-CN E- 1 07/28/2015 1717 BWS 07/28/2015 1500 80848
1 (Phenolics) 420.4 1 07/30/20151123 MJI 07/30/2015 0915 81071
1 (HEM (oil and)1664B 1 07/30/2015 0953 HKB 81069
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units Run
Cyanide - Total
57-12-5 SM 4500-CN
ND
0.010
mg/L 1
Phenolics
420.4
ND
0.020
mg/L 1
HEM (oil and grease)
1664B
ND
4.4
mg/L 1
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 624 1 08/03/20151546 ALL 81339
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units
Run
Acrolein
107-02-8
624
ND
50
ug/L
1
Acrylonitrile
107-13-1
624
ND
50
ug/L
1
Benzene
71-43-2
624
ND
5.0
ug/L
1
Bromodichloromethane
75-27-4
624
5.9
5.0
ug/L
1
Bromofonm
75-25-2
624
25
5.0
ug/L
1
Bromomethane (Methyl bromide)
74-83-9
624
ND
5.0
ug/L
1
Carbon tetrachloride
56-23-5
624
ND
5.0
ug/L
1
Chlorobenzene
108-90-7
624
ND
5.0
ug/L
1
Chloroethane
75-00-3
624
ND
5.0
ug/L
1
2-Chloroethylvinylether
110-75-8
624
ND
10
ug/L
1
Chloroform
67-66-3
624
ND
5.0
ug/L
1
Chloromethane (Methyl chloride)
74-87-3
624
ND
5.0
ug/L
1
Dibromochloromethane
124-48-1
624
18
5.0
ug/L
1
1,1-Dichloroethane
75-34-3
624
ND
5.0
ug/L
1
1,2-Dichloroethane
107-06-2
624
ND
5.0
ug/L
1
1,1-Dichloroethene
75-35-4
624
ND
5.0
ug/L
1
trans- l,2-Dichloroethene
156-60-5
624
ND
5.0
ug/L
1
1,2-Dichloropropane
78-87-5
624
ND
5.0
ug/L
1
cis-1,3-Dichloropropene
10061-01-5
624
ND
5.0
ug/L
1
trans-1,3-Dichloropropene
10061-02-6
624
ND
5.0
ug/L
1
Ethylbenzene
100-41-4
624
ND
5.0
ug/L
1
Methylene chloride
75-09-2
624
ND
5.0
ug/L
1
1,1,2,2-Tetrachloroethane
79-34-5
624
ND
5.0
ug/L
1
Tetrachloroethene
127-18-4
624
ND
5.0
ug/L
1
Toluene
108-88-3
624
ND
5.0
ug/L
1
1, 1, 1 -Trichloroethane
71-55-6
624
ND
5.0
ug/L
1
1,1,2-Trichloroethane
79-00-5
624
ND
5.0
ug/L
1
Trichloroethene
79-01-6
624
ND
5.0
ug/L
1
PQL = Practigpl quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40°% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a 'W"
Shealy Environmental Services, Inc. Page: 8 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.sheatylab.com

c:Itent: t:ity or Mount holly
Description: EFFLUENT -
Date Sampled:07124/2015 0815
Date Received:07/2412015
L.awratory IU: QUZ4UbJ-UUZ
Matrix: Aqueous
Volatile Organic Compounds by GUMS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 624 1 08103/20151546 ALL 81339
CAS Analytical
Parameter Number Method Result Q PQL Units Run
Vinyl chloride 75-014 624 ND 5.0 ug/L 1
Surrogate
Run 1 Acceptance
Q % Recovery Limits
1,2-Dichloroethane-d4 90 70-130
Bromofluorobenzene 108 70-130
Toluene-d8 94 70-130
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range H = Out of holding time
ND = Not detected at or above the PQL J = Estimated result < PQL and > MDL P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a 'W'
Shealy Environmental Services, Inc. Page: 9 of 9
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com