NC0024210_Renewal (Application)_20110216

/Public Services
Terry Houk, Assistant Director
PO Box 230
HIGH POINT, NC 27261
February 16, 2011
Dina Sprinkle
NC DENR/DWQ/NPDES
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: City of High Point Eastside WWTP
Permit Renewal Application
NPDES #NC0024210, Guilford County
Dear Mrs. Sprinkle:
Nov
4•r,
NORTH CAROLINN S INTERNATIONAL CI Y-
N.C.Dept. O' T NR
JUR 0 3 2013
Winston-Salem
The NPDES permit for the City of High Point Eastside WWTP expires on August 31, 2011. In accordance
with State and Federal regulations, the City is requesting NPDES renewal for the subject facility. This
permit renewal application includes: Form 2A, Application Overview; Part D, Expanded Effluent Testing
Data; Part E, Toxicity Testing: Biomonitoring Data; Part F, Industrial User Discharges and RCLA/CERCLA
Wastes; and other supplemental information as required and/or needed.
The Eastside WWTP has two permitted discharges; Outfall 001, Richland Creek, and Outfall 002, Deep
River. Prior to May 2008 the Eastside WWTP discharged into Richland Creek, Outfall 001. After
completion of the Effluent Pump Station and testing of the new pumping station the plant began to
discharge into the channel of the Deep River in the Randleman Reservoir, Outfall 002. Outfall 001
remains as.a permitted outfall, but is used only on the rare occasion that the Effluent Pump Station has
to be taken out of service for maintenance.
We look forward to working with you on the renewal of Eastside's NPDES permit. Please contact me at
336-883-3166 or John Hodges, Wastewater Plants manager, at 336-822-4730 if you need any
additional information.
Sincerely,
l e:,
ull
Terry L. Houk FEB 2, 4 2011
IAssistant Director of Public Services
Cc: John Hodges, Wastewater Plants Manager
Tim Fitzgerald, Wastewater Plant Superintendent
Randy Smith, Eastside WWTP Chief Operator
File
City of High Point, P.O.230, 211 South Hamilton Street, High Point, NC 27261 USA
Phone [phone] Fax: [phone] TDD 336.883.8517

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 >_ 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions 13.1 through 13.6.
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):
F.
G.
1. Has a design flow rate greater than or equal to 1mgd,
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.
Toxicity Testing Data. A treatment works that meets one or more of the following criteria
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.
Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts pr cesif-igitE;�nTa#i3t� ixi ra H
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA 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.
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)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Pace 1 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WV TP, NCO024210
Renewal
Cape Fear
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION' INFORMATION FOR ALL APPLICANTS -
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.I. Facility Information.
Facility Name High Point Eastside Wastewater Treatment Plant
Mailing Address PO Box 230
High Point, NC 27261
Contact Person John Hodges
Title Wastewater Plants Manager
Telephone Number [phone]
Facility Address 5898 Riverdale Road
(not P.O. Box) Jamestown NC 27282
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name City of High Point
Mailing Address PO Box 230
High Point, NC 27261
Contact Person Terry Houk
Title Public Services Assistant Director
Telephone Number [phone]
Is the applicant the owner or operator (or both) of the treatment works?
X owner ❑ operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
X facility ❑ 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 NCO024210 PSD
UIC n/a Other Air Quality 08074R07
RCRA n/a Other Stormwater NCG110019
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 High Point 71,000 separate Municipal
Town of Archdale 9,229 separate Municipal
Jamestown/Sedgfield 6,410 separate Municipal
Total population served 86,639
EPA Form 3510-2A (Rrsv I -CM Ro 1—c I:DA 6­ 7ccn c o ­rn nn

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
High Point Eastside WWTP, NCO024210 Renewal Cape Fear
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes X No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes X No
A.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 1e month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 26.00 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 11.90 13.11 13.18
C. Maximum daily flow rate 38.1 35.4 34.9
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
X Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer n/a %
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? X Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks) 0
V. Other 0
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 X No
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s) n/a mgd
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land -apply treated wastewater? ❑ Yes X No
If yes, provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site: n/a mgd
Is land application ❑ continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? ❑ Yes X No
PPA Pnrm 4q V1AA tpc 4_onj O._...1........ Con --- I- c o Gov.....,

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
High Point Eastside WWTP, NCO024210 Renewal Cape Fear
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 n/a
Mailing Address
Contact Person
n/a
Title
n/a
Telephone Number
(n/a)
For each treatment works that receives this discharge, provide the following:
Name
n/a
Mailing Address
n/a
Contact Person
Title
Telephone Number
If known, provide the NPDES permit number of the treatment works that receives this discharge n/a
Provide the average daily flow rate from the treatment works into the receiving facility. n/a mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes X No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method: n/a
Is disposal through this method ❑ continuous or ❑ intermittent?

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
High Point Eastside WWTP, NCO024210 Renewal Cape Fear
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."
I A.9. Description of Outfall.
a. Outfall number
b. Location
(City or town, if applicable) (Zip Code)
(County)
350 56' 11" N
(State)
79° 53' 22" W
(Latitude)
(Longitude)
G. Distance from shore (if applicable)
180
ft.
d. Depth below surface (if applicable)
11.5
ft.
e. Average daily flow rate
13.18
mgd
f. Does this outfall have either an intermittent or a periodic discharge?
❑ Yes
X No (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs:
n/a
Average duration of each discharge:
n/a
Average flow per discharge: n/a mgd
Months in which discharge occurs: n/a
g. Is outfall equipped with a diffuser? X Yes x No
A.10. Description of Receiving Waters.
a. Name of receiving water Deep River
b. Name of watershed (if known) Randleman Lake
United States Soil Conservation Service 14-digit watershed code (if known): Unknown
C. Name of State Management/River Basin (if known): Cape Fear River Basin
United States Geological Survey 8-digit hydrologic cataloging unit code (if known): 03030003
d. Critical low flow of receiving stream (if applicable)
acute Unknown cis chronic Unknown cfs
e. Total hardness of receiving stream at critical low flow (if applicable): Unknown mg/I of CaCO3

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WWTP, NCO024210
Renewal
Cape Fear
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
X Primary X Secondary
X Advanced X Other. Describe: Enhanced Biological Nutrient Removal
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 97 %
Design SS removal 85 %
Design P removal 93 %
Design N removal n/a %
Other n/a %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Ultraviolet Disinfection
If disinfection is by chlorination is dechlorination used for this outfall? n/a ❑ Yes ❑ No
Does the treatment plant have post aeration? X 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 ouffall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number. 002
MAXIMUM.DAILYMALUE
,' AVERAGEDAILY VALUE, ' , ..
_
PARAMETER
Value
:...
Units:
Value
`Units
Number of Samples
pH (Minimum)
6.3
S.U.
1,096
pH (Maximum)
7.2
S.U.
Flow Rate
38.1
MGD
12.73
MGD
Temperature (Winter)
12
C
16.2
C
102
Temperature (Summer)
27.7
C
24.0
C
147
* For pH please report a minimum and a maximum daily value
MAX IMUM DAILY
DAILY-ISC AVDHARGE
ERAGE
POLLUTANT
DISCHARGE
ANALYTICAL
ML/MDL
Number of
METHOD .
Doric.
Units
Conc.
Units , :
Samples..
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
9
mg/1
<2
m /I
250
SM 5210B
<2
C130135
n/a
n/a
n/a
n/a
n/a
n/a
n/a
DEMAND (Report one)
FECAL COLIFORM
440
#/100 M1
3.1
#/100m1
250
SM 9220D
<1
TOTAL SUSPENDED SOLIDS (TSS)
14.7
M /I
<2.5
Mg/1
250
SM 9220D
<2.5
END OF PART A. '
REFER TO -THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF. FORM 2A.YOU, MUST'COMPLETE
Coe 1: r 4r.1 n_7A /Po 1_QQ1 Ranlarac FPA fnrtnc 7firin-6 9 75,rin-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WWTP, NCO024210
Renewal
Cape Fear
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL 'APPLICATION- INFORMATION"'FOR APPLICANTS WITH A DESIGN FLOW GREATER THAWOR
EQUAL TO 0.1 MOD (100,000.gallons per day)..
All applicants with a design flow rate >_ 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
250,000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
The City has completed several large outfall rehabilitations and has funded and implemented multiple sewer
rehabilitation projects under SOC S05-008. The conditions of the SOC were met in MaV 2010.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within % mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ❑ Yes X No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractors responsibilities (attach additional
pages if necessary).
Name: n/a
Mailing Address: n/a
Telephone Number: (n/a)
Responsibilities of Contractor: n/a
B.5. 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.
002
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
❑ Yes X No

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WWTP, NCO024210
Renewal
Cape Fear
C. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (If applicable).
The following improvements are needed to replace equipment that is incurring high maintenance costs but not required by local State or
Federal agencies Replace sludge dewatering equipment sludge infection pumps and rehabilitation of the fluidized bed incinerator.
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 01/ /2012 / /
- End Construction 06/ 12013
- Begin Discharge
- Attain Operational Level / / / /
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes X No
Describe briefly: RFP has been submitted to design firms After design is complete state permits per NC DENR requirements will be
obtained prior to construction.
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
Outfall Number: 002
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
A
ANALYTICAL
MUMDL
Conc.
Units
Conc.
Units
Number of
METHOD.
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
0.40
mg/I
0.17
mg/I
3
SM 4500NH3G
<0.01
CHLORINE (TOTAL
RESIDUAL, TRC)
<13
ug/I
<13
ug/I
3
SM 4500-Cl
<13
DISSOLVED OXYGEN
9.8
mg/I
8.83
mg/I
3
SM 4500-0 G
<0.01
TOTAL KJELDAHL
NITROGEN (TKN)
1.240
m /I
g
1.057
m /I
g
3
SM 4500or C
9
<0.095
NITRATE PLUS NITRITE
NITROGEN
2.18
mg/I
1.27
mg/I
3
SM 4500-NO3-F
<0.01
OIL and GREASE
<5
mg/I
<5
mg/I
3
SM 5520E
<5
PHOSPHORUS (Total)
0.38
mg/I
0.28
mg/I
3
SM 4500-P
<0.01
TOTAL DISSOLVED SOLIDS
(TDS)
300
mg/1
286
mg/l
3
EPA 160.1
<10
OTHER
n/a
n/a
n/a
n/a
n/a
n/a
n/a
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
PPA Pn Rr,4rL9A /Poi. 4-om oe..t... oon s........ ­c o v ^ ....

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WWTP, NCO024210
Renewal
Cape Fear
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:
X Basic Application Information packet Supplemental Application Information packet:
X Part D (Expanded Effluent Testing Data)
X Part E (Toxicity Testing: Biomonitoring Data)
X Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPLICANTS` MUST COMPLETE THE FOLLOWING CERTIFICATION.
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title Terry Houk Assistant Director of Public Services
Signature l
Telephone number [phone]
1
Date signed _ Qi%iblg4l 1
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
FPA Fnrm Agin-9A rRav 1_CIM Raninnac FPA fnrmc 7firi(LR R 7F.rfL77 P.— a of 99

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
High Point Eastside WWTP, NCO024210 Renewal Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART D: _EXPAND€D-EFFLUEI�FT 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. At a minimum, effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number: 002 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILYDISCHdRGE AVERAGE DAILY DISCHARGE °r
' ANALYTICAL'
POLLUTANT` Urii't Number MLIMDL
Unrt METHOD
Conc s Mass "Urnts Conc , Units " Mass of
s ; Sariples
METALS.(TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY <0.025 mg/I 0 Lbs. <0.025 mg/I 0 Lbs. 3 EPA 200.7 <0.025
ARSENIC <10 ug/I 0 Lbs. <10 ug/1 0 Lbs. 3 SM 3113B <10
L?a
BERYLLIUM r <0.005 mg/I 0 Lbs. <0.005 mg/I 0 Lbs. 3 EPA 200.7 <0.005
CADMIUM <1.0 ug/I 0 Lbs. <0.1 ug/I 0 Lbs. 3 SM 3113B <0.1
CHROMIUM <5 ug/I 0 Lbs. <5 ug/I 0 Lbs. 3 SM 3113B <5
VCSOPPER 11 ug/I 1.082 Lbs. 5.3 ug/I 0.615 Lbs. 3 SM 3113B <5
LEAD <5 ug/I 0 Lbs. <5 ug/I 0 Lbs. 3 SM 3113B <5
MERCURY 0.002 ug/I 0.0003 Lbs. 0.0013 ug/I 0.00017 Lbs. 3 EPA 1631 <0.001
NICKEL /F <10 ug/I 0 Lbs. <10 ug/I 0 Lbs. 3 SM 3113 B <10
SELENIUM 'i. <10 ug/l 0 Lbs. <10 ug/I 0 Lbs. 3 SM 3113E <10
SILVER "t" <5 ug/I 0 Lbs. <5 ug/I 0 Lbs. 3 SM 3113E <5
THALLIUM 1>
<0.020 mg/I 0 Lbs. <0.020 mg/I 0 Lbs. 3 EPA 200.7 <0.020
.f�
ZINC �eT 63 ug/I 9.62 Lbs. 58 ug/I 7.27 Lbs. 3 SM 3113B <0.025
CYANIDE I!)1
<0.01
mg/I
0
Lbs.
<0.01
mg/I
0
Lbs.
3
EPA335.2
<0.01
TOTAL PHENOLIC ri
COMPOUNDS i< .
<1.0
ug/I
0
Lbs.
<1.0
ug/I
0
Lbs.
3
EPA 604
<1.0
HARDNESS (as CaCO3)
78
mg/I
9,107.3
Lbs.
66.3
mg/I
8,089.2
Lbs.
3
SM 2340-C
<2
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
eon r....., qr4 n_on 10— 1-00% Ponin— FPA fnrmc 755n-R R 755n-99 Page 10 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WWTP, NCO02421 0
Renewal
. Cape Fear
Outfall number: 002 (Complete once for each outfall discharging effluent to waters of the United States.)
'MAXIMUk6AiLi----'
Ad
6"'
DIS
POLLUTANTJ
ANALYTICAL
MLIMDL
-6*j
units
-Units
o
D," -
METHOD
-,M6st:
_npes'
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
<500
ug/I
0
lbs.
<500
ug/I
0
lbs.
3
EPA 624
<500
ACRYLONITRILE
<100
ug/1
0
Ibs.
<100
ug/I
0
Ibs.
3
EPA 624
<100
BENZENE
<1.00
ug/I
0
lbs.
<1.00
ug/I
0
Ibs.
3
EPA 624
<1.00
BROMOFORM
<1.00
ug/I
0
lbs.
<1.00
ug/I
0
lbs.
3
EPA 624
<1.00
CARBON
<1.00
ug/I
0
lbs.
<1.00
ug/I
0
lbs.
3'
EPA 624
<1.00
TETRACHLORIDE
CHLOROBENZENE
-1.00
ug/I
0
lbs.
<1.00
UgjI
0
Ibs.
3
EPA 624
<1.00
CHLORODIBROMO-
<1.00
ugil
0
lbs.
<1.00
ug/1
0
lbs.
3
EPA 624
<1.00
METHANE
CHLOROETHANE
<5.00
ug/1
0
Ibs.
<5.00
ug/I
0
lbs.
3
EPA 624
<5.00
2-CHLOROETHYLVINYL
<5.00
Ug/I
0
lbs.
<5.00
ug/I
0
lbs.
3
EPA 624
<5.00
ETHER
CHLOROFORM
5.18
ug/I
0.618
lbs.
3.73
ug/I
0.422
Ibs.
3
EPA 624
<1.00
DICHLOROBROMO-
<1.00
ug/I
0
lbs.
<1.00
ug/I
0
lbs.
3
EPA 624
<1.00
METHANE
1,1-DICHLOROETHANE
<1.00
ug1l
0
Ibs.
<1.00
ug/I
0
Ibs.
3
EPA 624
<1.00
1,2-DICHLOROETHANE
<1.00
ug/I
a
Ibs.
<1.00
ug/1
0
lbs.
3
EPA 624
<1.00
TRANS-1,2-DICHLORO-
<1.00
Ug/I
0
lbs.
<1.00
ug/1
0
lbs.
3
EPA 624
<1.00
ETHYLENE
1,1-DICHLORO-
<5.00
ug/1'
0
lbs.
<5.00
Ug/1
0
lbs.
3
EPA 624
<5.00
ETHYLENE
I
1,2-DICHLOROPROPANE
<1.00
ug/1
0
lbs.
<1.00
Ug/1
0
Ibs.
3
EPA 624
<1.00
1,3-DICHLORO-
<1.00
ug/I
0
Ibs.
<1.00
ug/1
0
Ibs.
3
EPA 624
<1.00
PROPYLENE
ETHYLBENZENE
<1.00
Ug/1
0
lbs.
<1.00
Ug/1
0
Ibs.
3
EPA 624
<1.00
METHYL BROMIDE
<5.00
ug/I
0
Ibs.
<5.00
ug/1
0
lbs.
3
EPA 624
<5.00
METHYL CHLORIDE
<5.00
ug/I
0
lbs.
<5.00
ug/I
0
lbs.
3
EPA 624
<5.00
METHYLENE CHLORIDE
<1.00
Ug/I
0
lbs.
<1.00
ug/I
0
Ibs.
3
EPA 624
<1.00
1,1,2,2-TETRA-
<1.00
Ug/I
0
lbs.
<1.00
ug/1
0
lbs.
3
EPA 624
<1.00
CHLOROETHANE
TETRACHLOR O-
<1.00
ug/I
0
lbs.
<1.00
ug/I
0
lbs.
3
EPA624
<1.00
ETHYLENE
TOLUENE
<1.00
ug/1
0
Ibs.
<1.00
ug/I
0
Ibs.
3
EPA 624
<1.00

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
High Point Eastside WWTP, NCO024210
Renewal Cape Fear
Outfall number: 002 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM,DAILY DIS,GHARGE ;AVERAGE DAILY DISCHARGN
umber( ANALYTICAL MLIMDL
POLLUTANT METHOD' ,
Conc. Units Mass , Units dbldd- Units Mass . Units of `
Samples
<1.00 ug/I 0 Lbs.
<1.00 ugll 0 Lbs. 3 EPA 624 <1.00
TRICHLOROETHANE
Lbs. <1.00 ug/I 0 Lbs. 3 EPA 624 <1.00
TRICHLOROETHANE
TRICHLOROETHYLENE <5.00 ug/I 0
Lbs. <5.00 ugll 0 Lbs. 3 EPA 624 <5.00
VINYL CHLORIDE <5.00 ug/l 0 Lbs.
<5.00 ug/I 0 Lbs. 3 EPA 624 <5.00
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 <10
ug/I
0
Lbs.
<10
ug/l
0
Lbs.
3
EPA 625
<10
2-CHLOROPHENOL
<10
ug(I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
2,4-DICHLOROPHENOL
<50
ug/I
0
Lbs.
<50
ug/l
0
Lbs.
3
EPA 625
<50
2,4-DIMETHYLPHENOL
<10
ug/I
0
Lbs.
<10
ugll
0
Lbs.
3
EPA 625
<10
4,6-DINITRO-0-CRESOL
<50
ug/I
0
Lbs.
<50
ug/I
0
Lbs.
3
EPA 625
<50
2,4-DINITROPHENOL
<50
ug/l
0
Lbs.
<50
ug/I
0
Lbs.
3
EPA 625
<50
2-NITROPHENOL
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
4-NITROPHENOL
<50
ug/I
0
Lbs.
<50
ug/I
0
Lbs.
3
EPA 625
<50
PENTACHLOROPHENOL
<50
ug/I
0
Lbs.
<50
ug/I
0
Lbs.
3
EPA 625
<50
PHENOL
<10
ugll
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
2,RI4,6- <10 ug/l 0 Lbs. <10
TCHLOROPHENOL
Use this space (or a separate sheet) to provide information on other acid -extractable
ug/I 0 Lbs. 3
compounds requested by the permit writer
EPA 625
<10
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
<10
ug/l
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
ACENAPHTHYLENE
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
ANTHRACENE
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
<50
ug/I
0
Lbs.
3
EPA 625
<50
BENZIDINE
<50 ug/l
0 Lbs.
<10
ugll
0
Lbs.
3
EPA 625
<10
BENZO(A)ANTHRACENE
<10 ug/l
0 Lbs.
BENZO(A)PYRENE
<10
ug/l
0
Lbs.
<10
ugll
0
Lbs.
3
EPA 625
<10
Page 12 of 22
oe 1...¢ PPA forms 7550-6 & 7550-22.

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
High Point Eastside WWTP, NCO024210 Renewal Cape Fear
Outfall number: 002 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY. DISCHARGE: AVERAGE DAILY DISCHAARGE : .
- - ANALYTICAL.
Number . MLIMDL .
POLLUTANT - .'METHOD. -
"Gonc: Units Mass`. UnitsConc: Units Mass_.Uriits of
$affiples . .
3,4 BENZO-
FLUORANTHENE
<10
ug/I
0
Lbs.
<10
ugh
0
Lbs.
3
EPA 625
<10
BENZO(GHI)PERYLENE
<10
ug/1
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
BENZO(I)
FLUORANTHENE
<10
ug/1
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
BIS (2-CHLOROETHOXY)
METHANE
<10
ug/l
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
BIS (2-CHLOROETHYL)-
ETHER
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
<10
ug/1
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
BIS (2-CHLOROISO-
PROPYL)ETHER
BIS (2-ETHYLHEXYL)
PHTHALATE
<10
ug/I
0
Lbs.
<10
ug/l
0
Lbs.
3
EPA 625
<10
4-BROMOPHENYL
PHENYLETHER
<10
ug/I
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
<10
ug/1
0
Lbs.
<10
ug/l
0
Lbs.
3
EPA 625
<10
BUTYL BENZYL
PHTHALATE
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
2-CHLORO-
NAPHTHALENE
4-CHLORPHENYL
PHENYLETHER
<10
ug/l
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
CHRYSENE
<10
ug/l
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
DI-N-BUTYL PHTHALATE
<10
ug/1
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
<10
ug/I
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
DI-N-OCTYL PHTHALATE
DIBENZO(A,H)
ANTHRACENE
<10
ug/1
0
Lbs.
<10
ugh
0
Lbs.
3
EPA 625
<10
1,2-DICHLOROBENZENE
<10
ug/I
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
1,3-DICHLOROBENZENE
<10
ug/1
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
1,4-DICHLOROBENZENE
<10
ug/1
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
3,3-DICHLORO-
BENZIDINE
<50
ug/1
0
Lbs.
<50
ug/1
0
Lbs.
3
EPA 625
<50
DIETHYL PHTHALATE
<10
ug/I
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
DIMETHYL PHTHALATE
<10
ugll
0
Lbs.
<10
ug/1
0
Lbs.
3
EPA 625
<10
2,4-DINITROTOLUENE
<10
ug/l
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
2,6-DINITROTOLUENE
<10
ug/1
0
Lbs.
<10
ug/l
0
Lbs.
3
EPA 625
<10
1,2-DIPHENYL-
HYDRAZINE
<10
ug/I
0
Lbs.
<10
ugll
0
Lbs.
3
EPA 625
<10
__ - — _ � . _ _. ,.. -.. ..... r.__1---- con f...­ 7C.fn_a F. 7Frl1_77
Page 13 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WWTP, NCO024210
Renewal
Cape Fear
Outfall number. 002 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM_ DAILIG; DISCHARGE
,
% `AVERAGE
DAILY DISCWARGE ` '
POLLUTANT'
'ANALYTICAL
MLIMDL-
�
Number,
-
Conc
Urnts
Mass+
Units
:Cone
Units :
Mass
'Units
of
METHOD
`
y
Samples
FLUORANTHENE
<10
ug/l
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
FLUORENE
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
HEXACHLOROBENZENE
<10
ug/I
0
Lbs.
<10
ug/l
0
Lbs.
3
EPA 625
<10
HEXACHLORO-
BUTADIENE
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
HEROCYCLO-
<50
ug/I
0
Lbs.
<50
ug/I
0
Lbs.
3
EPA 625
<50
PENTADIENE
NTADIE
HEXACHLOROETHANE
<10
ug/I
0
Lbs.
<10
ug/l
0
Lbs.
3
EPA 625
<10
INDENO(1,2,3-CD)
PYRENE
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
ISOPHORONE
<10
ug/I
0
Lbs.
<10
ug/l
0
Lbs.
3
EPA 625
<10
NAPHTHALENE
<10
ug/I
0
Lbs.
<10
ug/l
0
Lbs.
3
EPA 625
<10
NITROBENZENE
<10
ug/l
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
N-NITROSODI-N-
PROPYLAMINE
<10
ug/l
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
N-NITROSODI-
METHYLAMINE
<10
ug/l
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
N-NITROSODI-
PHENYLAMINE
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
PHENANTHRENE
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
PYRENE
<10
ugli
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
1,2,4-
TRICHLOROBENZENE
<10
ug/I
0
Lbs.
<10
ug/I
0
Lbs.
3
EPA 625
<10
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 (PAG.E ;1) TO.DETERMINE WHfCH.OTHERPARTS -
% OF FORM 2A,YOU MUST COI�IP.LETE , .

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WWTP, NCO024210
Renewal
Cape Fear
SUPPLEMENTAL APPLICATIONINFORMATION
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 QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation, if one was conducted.
• If you have already submitted any of the information requested in Part E, you need not submit it again. Rather, provide the information
requested in question EA for previously submitted information. If EPA methods were not used, report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below, they may be submitted in place of Part E.
If no biomonitoring data is required, do not complete Part E. Referto the Application Overview for directions on which other sections of the form to
complete.
E.I. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
❑ chronic ❑ acute
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one
column per test (where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number: Test number: Test number:
a. Test information.
Test Species & test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b. Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection method(s) used. For multiple grab samples, indicate the number of grab samples used.
24-Hour composite
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination

FACILITY NAME AND PERMIT NUMBER:
High Point Eastside 1MNTP, NCO024210
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
Test number: Test number: Test number:
e. Describe the point in the treatment process at which the sample was collected.
Sample was collected:
f. 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
j. 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
LC5o
95% C.I.
%
%
%
Control percent survival
%
%
%
Other (describe)

FACILITY NAME AND PERMIT NUMBER:
High Point Eastside VVVVfP, NCO024210
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
Chronic:
NOEC
%
%
%
ICzs
%
%
%
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 (MWDD/YYYY)?
Other (describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes X No If yes, describe:
EA. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring 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: Chronic Pass/Fail and Acute LC50 (Cerodaphnia)-7/11/2006 10/10/2006 1/23/2007 4/24/2007
7/24/2007, 8/28/2007, 9/18/2007, 10/9/2007, 11/13/2007 12/11/2007 1/15/2008 4/08/2008 7/15/2008 10/7/2008
1/20/2009, 4/14/2009, 7/14/2009, 10/13/2009, 1/19/2010 4/20/2010 7/20/2010 10/25/2010 Chronic Fathead Minnow
Multi -Concentration Test: 10/13/2009, 1/19/2010. 4/20/2010 7/20/2010
Summary of results: (see instructions)
All biomomitoring samples were for Pipe 001 prior to May 2008 In May 2008 the discharge was switched to Pipe 002 after
completion of the Effluent Pump Station. All of the Chronic Pass/Fail and Acute LC50 tests were a Pass except for the
samples taken on 7/24/2007 and 10/912007. The cause of the failures was not determined All of the Chronic Fathead
Minnow Multi -Concentration Tests had a value of ChV>100.
ENDOF PART E. ,.
REFER TO THE APPLICATION OVERVIEW (PAGE,-1) TO DETERMINE WHICH OTHER PARTS -
OF FORM 2A YOU MUST COMPLETE.

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
High Point Eastside wv TP, NCO024210 Renewal Cape Fear
SUPPLEMENTAL APPL-ICATIONINFORMATION.
_
AICEGLA WA .PART, F;INRAL USER.DIS MARGES 4WD-RCR
All treatment works receiving
_._.. _.___.__.... ........._
discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.I. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program?
X Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical industrial Users (CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non -categorical SIUs.
b. Number of CIUs.
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: See Attachment No. 3
Mailing Address:
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
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):
Raw material(s):
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.
gpd ( continuous or intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
gpd ( 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?
-I---- --- CD f rmn WAn-s R 7550-22.
Page 18 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside V TP, NCO024210
Renewal
Cape Fear
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes X No If yes, describe each episode.
No problems at ESWWfP caused or contributed to by any SIU in the past three Vears.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes X No (go to F.12)
F.10. Waste transport Method by which RCRA waste is received (check all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
X Yes (complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
Former Seaboard Chemical and Riverdale Drive Municipal Drive Landfill site currently regulated by the NC Inactive Sites Branch This site (both
Seaboard Chemical and Riverdale Drive Landfill) formerly managed recycled and disposed of spent solvents. The remedial waste consists of
contaminated groundwater.
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.)
Expected volume is 50 qpm continuous
F.15. Waste Treatment
a. Is this waste treated (or will be treated) prior to entering the treatment works?
X Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
X Continuous ❑ Intermittent If intermittent, describe discharge schedule.
END OP PART F.
REFER TO THE APPLICATION. OVERVIEW (PAGE 1);TO, DETERMINEWHI.CH OTHER PARTS .
'OF FORM 2A YOU= MUST COMPLETE

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WWTP, NCO024210
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION,,
PART G: COMBINED�$ WER SYSTEMS
If the treatment works has a combined sewer system, complete Part G.
G.1. 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 GA or on a separate drawing, of the combined sewer collection §ystem 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 discharge 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.)

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
High Point Eastside WWTP, NC0024210
Renewal
Cape Fear
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.5. 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 8-digit hydrologic cataloging unit code (if known):
G.6. 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 State water quality standard).
REFER'TO THE: APPLICATION OVERVIEW (PAGE 1)'TO DETERMINEWHICH OTHER.PARTS
. .OF FORM: 2A YOP 01 ,T COMPLETE: '°

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

Attachment 1
City of High Point Eastside-WWTP
NPDES Permit NCO024210
Basic Application Information Part B
Section B.2 Topographic Maps
Section B.3 Process Flow Diagram and Schematic
Sludge Management Plan
Narrative Description of the Flow Diagram

m
State Grid/Ouad: D19NW/ High Point East
IMM
M. Outfa11001 '�� 1'' "r `/`/ s' :`
Richland Creek'
Outfall 002
Deep River
l���r�i-1�l i�i1ltU'>yi67_/%Ae\�a/ic-i-m•.ti
Receiving Stream: Richland Creek
Latitude:
35' 56' 16" N
Longitude:
79' 53' 26" W
Deep River
Latitude:
35' 56' 11" N
Longitude:
79' 53' 22" W
Drainagge Basin: Cape Fear Rivcr
Stream Class: WS-IV CA
Sub -Basin:
03-06-08
Facility Location -n .
V....
not to scale ss .
NPDES Permit No. NCO024210
North I Gidlfnrrl C'nlmtm

CITY OF HIGH PINT
EASTSIDE WASTEWATER TREATMENT PLANT
O _
O
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Legend
STREETS
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BUILDINGS Z
ti 10 FT CONTOURS
l0 77
{ TREATED WASTEWATER EFFLUENT
di �' m • ,oaf �, ��� ; ! WASTEWATER LINES I ��
it
WASTEWATER STRUCTURES `<
' ; �t, t� ❑ EFFLUENT PUMPING STATION
; l
MAP CREATED BY:
TOM BECKETT 01/26/11
revised 02/23/11

SD
PS
SLUDGE
AEQ #2 HOLDING �4:
FILTERS
AEG it SLUDGE
HOLDING
011%
TANK _
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PC
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13
ANAEROBIC/ANOXIC/AERATION TANKS ASH LAGM
12 lLEGEND
"Ai TAGE ASH DRAINAGE BOUNDARY
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MAINTENANCE it C
PROPERTY LINE
7
BASIN DITCH
Q Zi
-V,
M
STORAGE
J OPEN PROCESS UNIT
BUILDING
PAVEMENT
Y
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K,
ENG
INEERING G
a , v' t
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ING
"A
p SURVEYING
�A::.Zoos
.,2 6 o
OUTLET
DRAINAGE
AREA (ac.)
IMPERVIOUS
AREA (ac.)
PERCENT
IMPERVIOUS
SDO-001
30.65
7.04
22.97%
SDO-002
1.39
0.31
22.30%
SDO-0031
4.41
0.13
2.95%
LTOTAL
1 36.45
7.48
20.52%
www. mp- nc.com
PROJECT 090056 SCALE =1 60 FT REV FEB 24. 2009

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— — ----- ------- —-------
HAZEN AND SAWYER
Environmental Engineers & Sciengsts
as2o
CITY OF HIGH POINT
EASTSIDE WWTP
PROCESS FLOW SCHEMATIC

City of High Point
Sludge Management Plant
Eastside WWTP
The City of High Point has a Residual Management Division to manage the solids from
the Eastside WWTP, Westside WWTP and the Ward Water Plant. The process of sludge
disposal for the Eastside WWTP is dewatering and incineration.
Solids handling facilities consist of three dissolved air flotation (DAF) thickeners, two
sludge blending tanks, one sludge storage tanks, two centrifuges, an incinerator, an ash
lagoon for ash storage, and associated pumps and process equipment.
Waste activated sludge is pumped to the DAF units for thickening. The solids content of
the WAS is approximately 1% prior to thickening and about 3.5% after thickening. The
thickened sludge is then pumped to the sludge blending tanks. Thickened primary
sludge, approximately 3.5% solids, is also pumped to the sludge blending tanks. A total
of approximately 50,000-100,000 gallons per day of WAS and primary sludge is pumped
to the sludge blending tanks.
The sludge from the sludge blending tanks will be pumped to the centrifuges for
dewatering. The dewatered sludge, approximately 25% - 27% cake, from the centrifuges
is conveyed to incinerator with the resulting ash going to two ash lagoons. The ash will
be removed from the ash lagoons and dried on the ash drying pad with the ultimate
disposal at the City of High Point's composting facility or it is taken to a brick
manufacturer.
If there is a failure of the incinerator or the two centrifuges, sludge can be stored in the
sludge blending tanks and the sludge storage tank for approximately 22 days. If just the
incinerator is out of service, the sludge could continue to be dewatered. Once dewatered,
the sludge could be trucked to a lined landfill or stored until the incinerator was fixed.
If the centrifuge at Westside WWTP is down for several days, liquid sludge may be
transported by tanker, on a temporary basis, to the Eastside WWTP and pumped into the
sludge blending tanks. It is then dewatered with the Eastside WWTP solids and
incinerated.
Te Houk
Assistant Director of Public Services

DESCRIPTION OF PLANT FACILITIES
City of High Point Eastside WWTP
NPDES Permit #NC0024210
The Eastside WWTP provides tertiary treatment of the wastewater using the activated
sludge process followed by effluent filters. The activated sludge process operates in the
biological nutrient removal (BNR) mode to provide nitrogen and phosphorous reduction
to meet stringent requirements for discharge of effluent to Randleman Lake. Following
the activated sludge stage, additional solids and organic material are removed by effluent
filters. The effluent is then disinfected by ultraviolet light prior to discharge. Waste
activated sludge is thickened by dissolved air flotation (DAF) thickening. Primary sludge
can be thickened in two fermentation tanks or sent directly to two sludge blending tanks
for blending with waste activated sludge prior to dewatering, incineration and disposal of
incinerator ash in compost material or in brick manufacturing.
Raw wastewater enters the plant through a junction box, from which the flow is fed to the
Preliminary Treatment Facilities through a 66-inch diameter line. From the Preliminary
Treatment Facilities, the wastewater flows through the entire treatment plant by gravity.
The bar screens at the Preliminary Treatment Facilities consist of three mechanically -
cleaned screens and one manually -cleaned screen for backup. The screens remove rags,
sticks, and other large objects to prevent clogging and interference with operation of
downstream pumps and other process equipment.
From the bar screens, the wastewater flows through two channels to the grit collectors.
Two stirred vortex grit collectors operate in parallel for removal of sand and other heavy
inorganic particles. Grit removal is provided to reduce abrasion on downstream
equipment and to minimize reductions in process efficiency due to accumulation of
inorganic material in process units. Grit cyclones and grit classifiers are provided to
remove organic material from the settled grit. The grit is then deposited in a dumpster for
ultimate disposal in a landfill.
Five primary clarifiers are provided and are designed to remove a portion of the influent
BOD5 and suspended solids to reduce the organic loading on the biological nutrient
removal activated sludge system. Sludge collectors in each clarifier move the settled
solids to a hopper, from which it is removed and pumped to the fermentation tanks or the
sludge blending tanks. The fermentation tanks are used to break down the primary
sludge to produce a fermentation liquor with volatile fatty acids for the BNR activated
sludge process. After fermentation, the primary sludge is pumped to the sludge blending
tanks. Floating material, or scum, is also removed in the primary clarifiers. Scum pumps
are provided to pump the scum into the discharge line for the primary sludge pumps for
treatment with the primary sludge.
After primary settling, the wastewater flows to the activated sludge stage. The primary
effluent can also be directed to the flow equalization facilities, which consist of a flow
equalization basin, two aerated equalization basins, and two equalization/sludge storage
tanks. The flow equalization facilities can be used to reduce peak flows to the biological

treatment facilities during wet weather conditions and to reduce the effects of diurnal
flows.
The BNR activated sludge stage consists of the anaerobic/anoxic/aeration (AAA) tanks,
the nitrified recycle (NRCY) pumps, the final clarifiers, and the return activated sludge
(RAS) pump stations. Primary effluent first enters the AAA tanks, where biological
activity takes place under anaerobic, anoxic (mixed only), and aerated conditions for
phosphorus removal; removal of BOD5i complete nitrification; and denitrification. Four
AAA tanks are normally in service at all times. The aerated portions of the four tanks are
aerated by a fine bubble diffused air aeration system. The anaerobic and anoxic zones in
the AAA tanks are mixed by vertical mixers, which provide mixing without adding
oxygen to the mixed liquor. Mixed liquor recycle is provided by nitrified recycle pumps,
which pump mixed liquor from the end of the aerobic, or nitrification, zone to the head of
the first anoxic zone.
The AAA tank effluent, or mixed liquor, is equally distributed to the four final clarifiers.
In the final clarifiers, the activated sludge is settled out for return to the AAA tanks. The
clear liquid above the settling sludge overflows the effluent weirs and flows to the
effluent filters. The settled sludge is removed from the clarifiers through suction -type
sludge collectors and flows to two RAS pump stations, from which the return sludge is
pumped to the AAA tanks. The two RAS pump stations operate in parallel. Each RAS
pump station contains three RAS pumps. The RAS pump stations discharge to the
anaerobic zone distribution channel and the RAS is distributed equally among the
operation AAA tanks. .
Excess sludge is removed from the BNR activated sludge system by the RAS pumps.
From the RAS pump stations, the waste activated sludge is pumped to the solids handling
facilities for solids treatment and ultimate disposal.
The final clarifier effluent flows to six effluent filters for removal of fine solids not
removed in the final clarifiers. Two of the effluent filters are deep bed -type filters,
containing approximately 48 inches of sand supported by 12 inches of filter gravel. The
other four filters are dual media -type filters. Filter effluent flows through the underdrain
system to the ultraviolet (UV) disinfection facilities. Backwash water for the filters is
taken from the Washwater Storage Tank next to the Primary Clarifier #5 and, after
backwashing, is collected in the washwater recovery basins for return to the head of the
plant. Facilities are provided to bypass a portion of the secondary effluent when
wastewater flows exceed the capacity of the effluent filters.
Ultraviolet light is used for both filter effluent and filter bypass water disinfection. Three
ultraviolet disinfection channels are provided, with each channel containing two banks of
UV lamps. Effluent from the ultraviolet disinfection facilities flows through three
effluent Parshall Flumes for flow measurement and then flows to an Effluent Pump
Station. The effluent is pumped to Groometown Road where it flows down a Cascade
Aerator and into the channel of the Deep River in the Randleman Reservoir.

Solids handling facilities consist of three dissolved air flotation (DAF) thickeners, two
sludge blending tanks, two centrifuges, a fluidized bed incinerator, an ash lagoon for ash
storage, and associated pumps and process equipment. Primary sludge is normally
pumped to the sludge blending tanks, but can be pumped to the fermentation tanks if
additional food source is needed for BNR purposes. Waste Activated Sludge and
Primary sludge are mixed in the sludge blending tanks from which the mixed sludge is
pumped to the centrifuges for dewatering. After dewatering, the dewatered sludge is
pumped to the incinerator and the ash is pumped as a slurry to the ash lagoons and then
disposed of by adding to compost at the City landfill or it is transported to a brick
manufacturing and used to make brick.
An Odor Control System consisting of -a two stage wet scrubber process was added in
2008. A 30,000 SCFM fan pulls the gases from the sludge storage tanks and the
dewatering building through the two stage scrubbers where hydrogen sulfide odors are
removed.
Three 2000kW diesel -driven generators provide standby power. Two diesel -fuel storage
tanks of 10,000 gallons each provide fuel for the generators. The generators are sized to
provide full power to the plant.

Attachment 2
City of High Point Eastside WWTP
NPDES Permit NCO024210
Supplemental Application Information
Part E. Toxicity Testing Data Four Toxicity Report Forms —
Fathead Minnow

Effluent Toxicity Report Form -Chronic Fathead Minnow Multi -Concentration Test
Date:10123/2009
NPDES # NC00 24210 Pipe #: 002 County: Guilford
Facility: High Point -East
Comments
Laboratorv: Meritech, Ing.
Sign ture of Ope for in Responsible Charge
X
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 10/13/2009 2:45 PM
% Eff. Repl. 1 2 3 4
Control Surviving #
Original #
Wt/original (mg)
22.5 Surviving #
Original #
Wt/original (mg)
45 . Surviving #
Original #
Wt/original (mg)
75 Surviving #
Original #
Wt/original (mg)
90 Surviving #
Original #
Wt/original (mg)
FT6-6­1 Surviving #
Original #
Wt/original (mg)
Water Quality Data
Control
pH (SU) [nit/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
Avg Wt/Surv. Control 0.732
10
9
10
10
0
10
10
10
E83
0.653
0.760
0.759
10 10
10
10
10 10
10
10
0.776 0.685
0.749
0.801
�016021
�0.6980.17012
10
10
10 10
0
10
7 10 10
EO.666
0.718
0.731 0.797
10
10
10
10
10
10
10
10
0.589
•0.6 11
0.701
0.758
10
10
10
E10ffO7O5
10
10
0.761
0.749
0.745
Sample
Collection Start Date
Grab
Composite (Duration)
Hardness (mg/L)
Alkalinity (mg/L)
Conductivity (umhos/cm)
Chlorine(mg/L)
Temp. at Receipt (°C)
Dilution H2O Batch #
Hardness (mg/L)
Alkalinity (mg/L)
Conductivity (umhos/cm)
% Survival 97.5
Avg Wt (mg) 0.714
% Survival 100.0
Avg Wt (mg) 0.753
7-1
% Survival 100.0 •
Avg Wt (mg) 0.683
% Survival 100.0 .
Avg Wt (mg) 0.728
% Survival 100.0
Avg Wt (mg) 0.677
% Survival 100.0
Avg Wt (mg) 0.740
Day
A 6
Test vrgamsms
Cultured In -House
Outside Supplier
Hatch Date: 10/12/09
Hatch Time: 3:00 pm CT
0
7.54 / 7.22
24.3 / 24.6
L
7.83
7.78 / 7.30
24.2 ! 24.8
8.13 / 7.72
7.44 / 7.62
25.7 / 25.05.0
8.18 / �f%
7.67 /
.32 / 7.79
.34 / 7.01
/ 24.6
8.1�/2�9&3[
7.7
24.
7.32 / 7.39
25.6 / 24.6
R s
0
7.79 / 7.89
7.68 / 7.27
24.5 / '24.6
L
7:76 / 7.85
8.14/ 700
24.3 / 24.8
7.74 / 8.02
8.30 / 7.68
25.2 / 25.0
7.86 / 7.89
8.04 / 7.338.40
25.0 / 25.0
7.86 ! 7.88
/ 7.24
25.0 / 24.6
7.66 / 7.77
7.96 ! 6.83
24.4 / 25.2
7.37
7.80 �7.3
25.2
10/12/2009
10/13/2009
10/15/2009
24.1
24.1
24.0
68
70
64
79
78
81
559
576
688
<0.1
<0.1
<0.1
3.2
2.1
2.6
Survival
Growth
Normal
ri-
UPI'
Hom. Var.
Irl
Irl:
NOEC
100
100
LOEC
>1 00
>100.
ChV
>100
>100
.Method
Steers
Dunners
Cone.
394 395 396 22.5
46 46 44 45
51 52 57 75
217 216 234 90
1 nn,
:al
Calculated
10
20
10
20
10
20
10
20
10
20
Overall Result
ChV =
Growth
Critical Calculated
2.41
-1.0968
2.41
0.8647
2.41
-0.4007
2.41'
1.0265
2.41
-1.0546

- Effluent Toxicity Report Form -Chronic Fathead Minnow Muiti-Concentration Test ' Date:1 /28/2010
Facility: High Point -East NPDES # NC00 24210 Pipe #: 6p,_ County: Guilford
La oratory: Meritech, Inc.
X / a-
3i nature of O erator in Responsible Charge
X
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 1/19/2010 1:45 PM
% Eff. Repl. " 3 4
Control surviving #
Original #
Wt/original (mg)
22.5 Surviving #
Original #
Wt/original (mg)
45 Surviving #
Original #
Wt/original (mg)
75 Surviving #
Original #
Wt/original (mg)
90 Surviving #
Original #
Wt/original (mg)
F­16-6_1 Surviving #
Original #
Wt/original (mg)
Water Quality Data
Control
pH (SU) Init/Fin
'DO (mg/L) Init/Fin
Temp (C) [nit/Fin
High Concentration
pH (SU) [nit/Fin
DO (mg/L) Init/Fin
Temp (C) Init/Fin
Avg Wt/Surv. Control 0.637
10
10
10
10
10
10
10
10
0.553
0.631
0.743
0.622
10
10
1 10
1 9
10
10
10
1 10
0.689
0.536
Wil f
I 0.606
10
10
10
I 10
10
10
10
1 10
0.672
0.604
0.641
1 0.691
10
10 1
10 I10
1.0
10
10
10
0.651
0.604
0.770
10
10 1
10
10
10
10
10
10
0.741
0.738
0.756
1 0.644
Sample
Collection Start Date
Grab
Composite (Duration)
Hardness (mg/L)
Alkalinity (mg/L)
Conductivity (umhos/cm)
Chlorine(mg/L)
Temp. at Receipt (°C)
10
10
10
Ej
10
10
10
10
10
0.623
0.680
0.711
0.688
% Survival 100.0
Avg Wt (mg) 0.637
% Survival 97.5
Avg Wt (mg) 0.612
% Survival 100.0
Avg Wt (mg) 0.652
% Survival 100.0
Avg Wt (mg) 0.680
% Survival 100.0
Avg Wt (mg) 0.720
% Survival 100.0
Avg Wt (mg) 0.676
Day
A ri 6
Test Organisms
7 Cultured In -House
fv Outside Supplier
Hatch Date: 1 /18110
Hatch Time: 2.00 prim CT
u
8.19 / 7.90
.1
.8.10 / 7.99
8.13 / 7.87
8.11 / 7.80
8.12 / 7.63
8.02 / 1 75
8.08 / 7.60
7.40 / 7.24
7.50 1 7.26
7.65 / 7.21
7.56 / 7.17
7.51 17.14
7.60 1 6.85
7.35 / E6�4E225.6
/ 25.0
25.2 / 24.7
24.4 / 24.2
24.2 / 24.8
25.3 / 25.0
25.1 / 24.3
25.4 /
A A 6
V
6.97 / 7.75
I
7.15 / 7.72
7.38 / 7.80
7.52 / 7.75
7.12 /
7.08 / 7.52
7.27 / 6.99
8.13 / 6.97
7.90 / 7.07
7.93 / 7.12
7.57 /
all
7.86. / 5.70
25.7 / 25.0
24.6 / 24.7
24.2 / 24.2
24.4 / 24.8
25.3 /
25.5 / 24.6
a 13 3
1 /18/2010
1 /19/2010
1121 /2010
24.0
24.0
24.1
60
66
68
67
72
73
399
470
601
<0.1
<0,1
<0.1
0.9
0.4
0.5
I,
)ilution H2O Batch # 415 416
Hardness (mg/L) 44 42
Alkalinity (mg/L) 60 53
Conductivity (umhos/cm) 214 207
Survival
Growth
Normal
Ii"I .
IlV I
Hom. Var.
IiI
F 1
NOEC
100
100
LOEC
>100
>100
ChV
>100
>100
Method
Steel's
Dunnet's
Overall Result
ChV F, >100
Stats
Survival
Growth
Conc.
Critical Calculated
Critical Calculated
22.5
10 16
2.41 0.6102
45
10 18
2.41-0.3565
75
10 18
2.41-1.0332
90
10 18
2.41-1.9938
100
10 18
2.41-0.9244

Effluent Toxicity Report Form -Chronic Fathead Minnow Multi -Concentration Test
Date:5/3/2010
Facility: High Point - East
NPDES # NC00 24210 Pipe #: County: Guilford
Comments
LAoratory: Meritech, Inc.
of Orator in Responsible Charge
x"00-
Signature of Laboratory Supervisor
MAIL ORIGINAL TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh, NC 27699-1621
/20/2010 2 55 PM Avg Wt/Surv. Control 0.618 Test Organisms
Test Imtiation Date/Time
4
% Eff. Repl.
1
2
3
4
Control I Surviving #EOE
10
10
0
Original #
10
10EO.16
0
Wt/original (mg)
.590
0.614
0.64524
21.2 I Surviving #
10
10
1'0
10
Original #
10
10
10
10
Wt/original (mg)
0.726
0.572
0.798
0.599
42.5 Surviving #
Original #
Wt/odginal (mg)
10
10
10
10
10
10
10
10
0.637
0.671
0.693
0.676
85 Surviving #
10
10
10
10
Original #
10
10
10
10
Wt/original (mg)
0.668
0.720
0.618
0.676
92 1 Surviving #
Original #
Wt/originai (mg)
100 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
10
10
10
10
10
0.649
10
0.715
10
0.507
10
0.600
10
10
E0.651
10
10
10
10
10
10
0.612
0.773
0.609
Sample
Collection Start Date
Grab
Composite (Duration)
Hardness (mg/L)
Alkalinity (mg/L)
Conductivity (umhos/cm)
Chlorine(mg/L)
Temp. at Receipt (°C)
Dav
% Survival 100.0
Avg Wt (mg)
% Survival 100.0
Avg Wt (mg) 0.674
% Survival 100.0
Avg Wt (mg) 0.669
% Survival 100.0
Avg Wt (mg) 0.671
% Survival 100.0
Avg Wt (mg) 0.618
% Survival100.0
Avg Wt (mg) 0.661
C Cultured In -House
Ir Outside Supplier
Hatch Date: 4119/10
Hatch Time: 3:00 pm CT
0
8.15 / 8.00
1
8.19 / 7.80
G
8.21 / 7.84
8.11 1 7.98
8.20 / 8.03
8.19 / 8,11
8.28 / 7.69
7.48 / 6.82
7.35 / 7.10
7.58 / 7.22
7.48 / 7.70
7.65 17.58
7.75 / 7.27
7.33 / 7.18
25.0 / 24.6
24.9 / 24.4
24.8 / 24.8
25.0 ! 25.6
25.2 / 25.4
25.0 / 24.6
24.3 124.8
0
7.25 / 7.96
1
7.62 / 7.88
Z.
7.60 / 7.80
7.58 / 8.00
7.79 / 8.06
7.67 / 8.17 8.00 / 7.87
8.31 1 7.10
8.02 / 6.82
7.79 / 6.82
7.94 / 7.14
7.48 / 7.57
7.95 / 7.62 7.83 / 7.07
24.9 / 24.6
24.9 1 24.4
24.9 / 24.8
25.2 / 25.6
25.4 / 25.4
25.0
4/19/2010
4/2012010
4/22/2010
24.1
23.9
24.0
70
68
76
83
79
78
582
6371
749
<0.1
<0.1
<0.1
0.4
1.1
0.7
I
)ilution H2O Batch # 439 440 441
Hardness (mg/L) 46 48 4
Alkalinity (mg/L) 53 56 E22J3
Conductivity (umhos/cm) 225 208
Survival
Growth
Normal
Horn. Var.
[i�.
FI, .
NOEC
100
100
LOEC
>100
>100
ChV
>100
>100
Method
Steel's
Dunnet's
Conc. Critical
21.2 10
42.5 10
85 10
92 10
100 10
Overall Result
ChV >100
Calculated
Critical
Calculated
18
2.41
A.1535
18
2.41
-1.0600
18
2.41
-1.0860
18
2.41
0.0104
18
2.41
-0.8937

Fffhipnt Tnxicitv Reoort Forth -Chronic Fathead Minnow Multi -Concentration Test Date:7/29/2010
Facility: High Point - East
b
LatAratory: Meritech, Inc._
x
i nature of Op ator in Responsible Charge r
X
Signature of Laboratory Supervisor
NPDES # NC00 24210 Pipe M 00a County: Guilford
Comments
MAIL ORIGINAL TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh, NC 27699-1621
Test Initiation Date/Time 7/20/2010 3:20 PM Avg Wt/Surv. Control 0.563 Test Organisms
Eff. Repl. 1 2 3 4 Cultured in -House
Control J Surviving #
Original #
Wt/orginal (mg)
21.2 Surviving #
Original #
Wt/original (mg)
42.5 Surviving #
Original #
Wt/original (mg)
85 Surviving #
Original # -
Wt/original (mg)
92 Surviving #
I Original #
Wt/original (mg)
100 Surviving Original # #
Wt/original (mg)
10
10
1 9
1 10
10
10
10
10
0.577
0.531
0.527
0.558
10
10
10 j10
10
10
10
10
0.533
0.549
0.567
0.531
10
10
10
110
10
10
10
10
0.546
0.491
0.588
0.572
10
10
10
1 10
10
10
10
10
0.531
0.551
0.595
0.621
10
10
10
10
10
10
10
10
0.578
0.561
0.543
0.629
% Survival 97.5 i_ Outside Supplier
Avg Wt (mg) 0.548 Hatch Date: 7/19/10
% Survivall 100.0 Hatch Time: 3:Oo pm c I
Avg Wt (mg) 0.545
% Survivall 100.0
Avg Wt (mg) 1 0.549
% Survival 1 100.0
Avg Wt (mg) 0.575
% Survival 1 100.0
Avg Wt (mg) 0.578
7-1
Survivall 100.0
Avg Wt (mg) F 0.564
Water -Quality Data Day
Control 0 1 2 3 4 5 6
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)
10
10
10
10
ff10
10
10
10
565
0.527
0.579
0.585
8.37 / 8.08
8.21 / 8.11
8.23 / 8.07 18.13
/ 8.11
I 8.29
6.75 / 7.31
7.49 / 7.40
7.45 17.37
17.46 / 7.40
7.57 / 7.43
7.75 / 6.99
7.53 / 7.40
25.0 / 24.7
25:0 / 24.0
24.1 124.5
125.0 / 24.8
25.2 / 24.4
125.7 / 24.3
24.3 / 24.6
7.45 / 8.11
7.92 / 8.15
7.81 / 8.12
7.76 / 8.24
8.18 / 8.29
8.17 / 7.95
7.62 / 8.06
8.17 / 7.30
7.69 / 7.32
7.77 / 7.38
7.91 ! 7.37
7.65 / 7.23
7.75 / 7.02
8.11 • ! 7.25
25.0 / 24.7
25.2 124.0
124.3 / 24.5
24.5 / 24.8
25.0 / 24.4
25.8 / 24.31.
24.6 / 24.6
2 3
7/19/2010
7/20/2010.
7/22/2010
23.9
24.1
23.9
66
68
70
88
88
86
575
637
802
<0.1
<0.1
<0.1
0.3
0.9
0.5
I
ilution H2O Batch 7466 467 4168 469 470
Hardness (mg/L) 46 46 46 44 44
Alkalinity (mg/L) 60 60 55 �724
Conductivity (umhos/cm) 226 225 211
Survival
Growth Overall Result
Normal
ChV >100
Hom. Var.
r, F
NOEC
100
100
LOEC
>100
>100
ChV
>100
>100
Method
Steel's
Dunnet's
Stats
Survival
Growth
Conc.
Critical Calculated
Critical Calculated
21.2
10 20
2.41 0.1411
42.5
10 20
2.41-0.0434
85
10 20
2.41-1.1393
92
10 20
2.41-1.2804
100
10 20
2.41-0.6836

Attachment 3
City of High Point Eastside WWTP
NPDES Permit NCO024210
Supplemental Application Information
Part F. Industrial User Discharges SIU & CIU Information Forms

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 rogram. Does the treatment works have, or is subject ot, an approved pretreatment program?
® Ye ❑ 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. 8
b. Number of CIUs. 12
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: Alberdingk Boley, Inc. IU Permit # 0148
Mailing Address: 6008 High Point Road
NC 27407
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Produces water -based polyurethane and pol r� acrylates resins for adhesives and finishes
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): Polyurethane/Polyacrylate/Acrylate/Styrene Copolymers
Raw material(s): Diisocyanates, Polyesterdiols, Polyesterpolyols, Polycarbonatediols, Monomers,
Styrene
FA 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.
3,000 gpd ( continuous or X 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.
1,500 gpd ( continuous or X 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 Organic Chemicals, Plastics, and Synthetic Fibers, Subparts G , H

FA Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Banner Pharmacaps IU Permit # 0126
Mailing Address: 4125 Premier Drive
High Point NC 27265
FA Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Gelatin encapsulates pharmaceutical and nutritional products in dosage form
FA 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):Soft gelatin and gelatin-enrobed pharmaceutical and nutritional capsules
Raw material(s): Gelatin glycerin sorbitol soybean mineral and fish oils, acetaminophen,
ibuprofen other active pharmaceutical and nutritional compounds
F.G. 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.
15,000 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.
62,000 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 439 Pharmaceuticals Subpart D Mixing/ Compounding/ Fonnulation

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: Cintas Corporation IU Permit # 0136
Mailing Address: 4345 Federal Drive
Greensboro NC 27410
FA Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Industrial Launderer: wash soiled garments, mats shop towels and bar towels.
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): Cleaned garments, mats, towels
Raw material(s): Soiled items detergents
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.
75,000 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.
2,500 gpd ( continuous or X 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?
is

FA Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Custom Drum Services Inc. IU Permit # 0138
Mailing Address: 2020 Jarrell Street
High Point NC 27260
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Washing and rinsing of 55- allon steel drums
FA 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): Cleaned steel drums (recycled)
Raw material(s): Caustic acids — mostly sulfuric
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.
3.246 gpd (X continuous or intermittent)
h. 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.
500 gpd ( continuous or X 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?
SILT because of potential to harm collections stem / WWTP

FA Significant Industrial user Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Diversified Technologies IU Permit # 0056
Mailing Address: 125 Wade Street
Jamestown NC 27282
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Copper etching, electroplating, board cleaning and rinsing of printed circuit boards
F.S. Principal Product(s) and Raw Matenal(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Completed, cleaned electronic printed circuit boards
Raw material(s): 0oxy-fiberglass-copper laminatephoto resist solder, Au Cu Ni
F.S. Flow Rate.
i. 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.
1,125 gpd - (X continuous or intermittent)
j. Non -process wastewater flow rate. Indicate the average daily(gpd)
of non -process wastewater
flow discharged into the collection system in gallons per dayd) and whether the discharge is
continuous or intermittent.
200 gpd - ( continuous or X 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?
3

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: Fairmont Metal Finishing IU Permit # 0015
Mailing Address: 1301 Corporation Drive
High Point NC 27263
FA Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Sulfuric Anodizing of aluminum Mi1S ec 8625
FA Principal Product(s) and Raw Materiai(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU'-9
discharge.
Principal product(s): Anodized Aluminum
Raw material(s): Aluminum Caustic Etch Sulfuric Acid D es Sealer Cleaner
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.
1 000 gpd ( continuous or X 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.
100 gpd ( continuous or X 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 433 Metal Finishing Subpart A PSNS

FA Significant Industrial User information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Glass Unlimited IU Permit # 0142
Mailing Address: 2149 Brevard Road
High Point NC 27263
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Grind and Polish tempered lass for cabin shower doors etc.
FA 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): Ground and Polished tempered glass
Raw material(s): Glasspolishing compounds
F.6. Flow Rate.
c. Process wastewater flow rate. Indicate the average daily volume
me o and whetess wastewater
her the discharge is
discharge into the collection system in gallons per day(gpd)
continuous or intermittent.
22,000 gpd (X continuous or intermittent)
d. Non -process wastewater flow rate. Indicate the average daiy volume of
whether non-process
wastewater
is
flow discharged into the collection system in gallons per day(gpd)
continuous or intermittent.
5,600 gpd ( continuous or X 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?
arPater than 25.000 d

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: Harriss and Covington Hosie1y Mills IU Permit # 0025
Mailing Address: 2525 Green Street
High Point NC 27260
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Knit socks bleaching, —dyeing, boarding inspecting acka iti .
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): Knitted socks
Raw material(s): Cotton Nylon, Orlon yarn, bleach peroxide
F.ti. 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.
26,000 gpd ( continuous or X intermittent)
f. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater
flow discharged into the collection system in gallons per day (gpd) and whether the discharge is
continuous or intermittent.
8,000 _ gpd ( continuous or X intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ®Yes El No
b. Categorical pretreatment standards ❑ Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
Significant for flow greater than 25,000 gpd

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: Hunter Farms Dairy IU Permit # 0107
Mailing Address: 1900 North Main Street
Hi h Point NC 27262
FA Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Receive whole milk rocess and package milk ice cream dairy specialties and juices.
FA 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): milk, ice cream, dairy specialties andbottled juices
Raw material(s): whole milk Juice concentrate flavorings,
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.
75,000 gpd (X continuous or intermittent)
h. 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.
24,000 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?
Significant for flow greater than 25,000 gpd

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: Inns ec Performance Chemicals IU Permit # 0120
Mailing Address: 510 West Grimes Avenue
High Point NC 27260
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Mixing, blending, heating, and reacting organic chemicals
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): Custom and tollspecialty organic chemical products
Raw material, , organic fa acids organic amines potassium hydroxide
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.
38,000 gpd ( continuous or X 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.
13,000 _ gpd ( continuous or X 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 OCPSF Subparts G & H

FA Significant Industrial user Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: M.B. Plating IU Permit # 0050
Mailing Address: 1301 Co oration Drive
Archdale NC 27263
FA Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Barrel electroplating of brass nickel and zinc
ribe all of the principal processes and raw materials that affect or contribute to the SIU's
F.S. Principal Product(s) and Raw Material(s). Desc
discharge.
Principal product(s): plated nuts, bolts, screws, brackets, other furniture hardware
Raw material(s): customer's unplated parts brass, nickel zinc
F.6. Flow Rate.
cess wastewater
a. Process wastewater flow rate. Indicate the average daily volume
and w ether the discharge is
discharge into the collection system in gallons per day (gpd)
continuous or intermittent.
5,000 gpd ( continuous or X 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.
200 gpd ( continuous or X 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 433 Subpart A Metal Finishing

FA Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Royal Development IU Permit # 0055
Mailing Address: 325 KetteringRoad
High Point NC 27263
FA Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Die stamping cleaning and painting motion furniture parts
FA 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):stamped and painted steel parts
Raw material(s): coiled cold rolled steel caustic phosphatizing compounds _
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater
discharge into the collection system in gallons per day (gpd) and whether the discharge is
continuous or intermittent.
0 (non -discharging) gpd ( _continuous or X 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.
4.100 gpd ( continuous or X 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 433 Subpart A Metal Finishing

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: Seaboard Group II IU Permit # 0150
Mailing Address: 5899 Riverdale Road
Jamestown NC 27282
FA Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Pumping and treating contaminated groundwater and leachate
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):Physical and chemical treatment and phytoremediation
Raw material(s): groundwater, pro rp ietary chemical (ADX), sodium hydroxide
F.S. 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. Discharge has not yet begun
85,000 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.
gpd ( 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?
Non -categorical

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: Slane Fairfield IU Permit # 0012
Mailing Address: 550 West Fairfield Road
High Point NC 27263
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Knitting,sewing, ewing dyeing & bleaching_ packaging and printing of textiles
F.S. Principal Product(s) and Raw Matenal(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Socks
Raw material(s): Acrylic, ic, nylon. polyester, and rubber
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.
20,000 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.
2,000 gpd ( continuous or X 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?
SIU because Flow is greater than 25,000 gallons per day

FA Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Slane osiery IU Permit 4 0043
Mailing Address: 313 South Centennial Street
High Point NC 27260
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Knit wash bleach d e d bonacka e and shi socks
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): Finished Socks
Raw material(s): Yarn detergents, chlorine bleach dyes, auxiliaries
F.6. Flow Rate.
c. Process wastewater flow rate. Indicate the average daily volume
and w ether the discharge is
cess wastewater
discharge into the collection system in gallons per day(gpd)
continuous or intermittent.
150,000 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(d and whether the discharge is
continuous or intermittent.
48,000 gpd ( continuous or X intermittent)
C � Pe treatment 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?

FA Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: - Syntec Seating Solutions IU Permit # 0154
Mailing Address: 200 Swathmore Avenue
High Point NC 27263
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Shaping, welding, phosphatizing, and powder -coating of seat parts for transportation industry.
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): Finished and upholstered bus seats
Raw material(s): tubular and sheet steel, cleaning and phosphatizing compounds
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.
2,100 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.
800 gpd ( continuous or X 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 433, Subpart A Metal Finishing

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: Ultra Coatings Inc IU Permit # 0140
Mailing Address: 3509 Jamac Road
High Point NC 27260
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Cleaning priming and powder coating of metal components as job shop (does not own goods)
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): Powder coated lawn and garden equipment chassis and other consumer goods
Raw material(s): soap solution, iron phosphate, thermosetting plastic powder
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.
7,000 gpd ( continuous or X 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.
500 gpd (-continuous or X 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 433, Subpart A Metal Finishing

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: Viking Polymers LLC IU Permit # 0145
Mailing Address: 109 Ragsdale Road
Jamestown NC 27282
FA Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Mixing blending forming and cooling plastic feed stock
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): Pelletized plastic products used in injection molding and extrusion
Raw material(s): PVC pellets colorings, fillers, and plasticizers
F.G. 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.
9,000 gpd ( continuous or X 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.
500 gpd ( continuous or X 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 463 Subpart A contact cooling and heating water

pM
NCD E14
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
February 24, 2011
TERRY L HOUK
ASSISTANT DIRECTOR OF PUBLIC SERVICES
CITY OF HIGH POINT
PO BOX 230
HIGH POINT NC 27261
Dear Mr. Houk:
Dee Freeman
Secretary
Subject: Receipt of permit renewal application
NPDES Permit NCO024210
East Side WWTP
Guilford County
The NPDES Unit received your permit renewal application on February 24, 2011. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to complete
your permit renewal. You should expect to receive a draft permit approximately 30-45 days before your existing
permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Jackie Nowell
at [phone].
Sincerely,
Dina Sprinkle -
Point Source Branch
cc: CENTRAL FILES
Winston-Salem Regional Office/Surface Water Protection
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604 One Rhone: 919-807-6300 \ FAX: [phone] \ Customer Service:1-877-623-6745w1� ®rt]1 Caz ®t1 ITl �l
Internet: ww.ncwaterquality.org .� .q��$�D�����
An Equal Opportunity \AffirmativeAction Employer ��/ u