NC0062855_NPDES Permit Renewal/App_20051013

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 13, 2005 '
Mr. James Britt
Town Manager
Town of Robbins
PO Box 296
Robbins, NC 27325
Alan W. Klimek, P.E. Director
Division of Water Quality
OCT 14 2005
• 1 RE-3.11 ';:
Subject: Receipt of permit renewal application
NPDES Permit NC0062855
Town of Robbins WWTP
Moore County
Dear Mr. Britt:
The NPDES Unit received your permit renewal application on October 13, 2005. 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. The requirements in your existing permit will remain in effect until the
permit is renewed (or the Division takes other action).
If you have any additional questions concerning renewal of the subject permit, please contact me at
[phone], extension 520.
Sincerely,
Frances Candelaria
Point Source Branch
cc: CENTRAL FILES
`Fayetteville Regional Office/Surface Water Protection
NPDES Unit
NorthCarolina
Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper

Mayor Mickey R. Brown
Commissioners:
Theron K. Bell
Anna C. Derr
Carlton G. Kennedy
Charles (Buddy) Robinson
Mary S. Wood, Mayor Pro Tem
October 10, 2005
TOWN OF RO.BBINS
PO Box 296
Robbins, NC 27325
[phone]
Fax: [phone]
Mr. Charles H. Weaver, Jr.
NC DENRNVater Quality/Point Source Branch.
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Town of Robbins WWTP
NPDES Permit No. NC0062855
James R. Britt, Jr.
Administrator
Debra T. Cockman, CMC
Clerk/Finance Officer
Daniel L. Brown
Chief of Police
I1.\)
OCT 1 3 2005
- Y
POU 1 SOU,,CE E; \ iCl
Dear Ms. Stephens,
Enclosed for your review is. the NPDES Permit renewal package for the Robbins
Wastewater treatment plant. Our existing permit expires on March 31, 2006. We are
requesting the Division to renew our NPDES Permit.
If you have any questions concerning the information provided, please feel free to give
me a call.
Sincerely,
T•wn of Robbins
j
J•'mes Britt
Town Manager
Cc: Brant Sikes
Gary Stainback

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC0062855
FORM
2A
NPDES
APPLICATION OVERVIEW
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet Is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 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.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and 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.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
,ALL APPLICANTS. T QQ114P
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 1 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC0062855
PERMIT ACTION REQUESTED: I RIVER BASIN:
Renewal
Cape Fear
fiNgPROVAVI
All treatment works must complete questions A.1 through A.B of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name
Mailing Address
Contact Person
Title
Telephone Number
Facility Address
(not P.O. Box)
Robbins WWTP
PO Box 1085
Robbins, NC 27325
Brant Sikes
ORC
( 910 )948-3063
256 Sewer Plant Road
Robbins, NC 27325
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Town of Robbins
Mailing Address PO Box 296
Contact Person
Title
Telephone Number
Robbins, NC 27325
James Britt
Town Manager
[phone]
Is the applicant the owner or operator (or both) of the treatment works?
® owner ❑ operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
❑ 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
UIC
RCRA
NC0062855
PSD
Other
Other
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each,
entity and, if known, provide Information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name
Robbins
Population Served Type of Collection System Ownership
1,122 Sanitary Robbins
Total population served 1,122
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NCOO62855
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
A.S. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes ® No
b. Does the treatment works discharge to a receiving water that is either In Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes ® No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 12th month of "this year" occurring no more than three months prior to thls application submittal.
a. Design flow rate 1.3 mgd
Two Years Ago Last Year
b. Annual average daily flow rate 0.249 0.233
This Year
0.278 (Jan -Aug)
c. Maximum daily flow rate 1.150 0.705 1.116 (Jan -Aug)
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
® Separate sanitary sewer
❑ Combined storm and sanitary sewer
A.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? 0 Yes 0 No
0/0
If yes, list how many of each of the following types of discharge points the treatment works uses:
1. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent
1
0
iii. Combined sewer overflow points 0
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.? 0 Yes
If yes, provide the following for each surface impoundment:
Location: NA
® No
Annual average daily volume discharge to surface impoundment(s) mgd
Is discharge 0 continuous or ❑ intermittent?
c. Does the treatment works land -apply treated wastewater? 0 Yes ® No
If yes, provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site: mgd
Is land application ❑ continuous or 0 intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? 0 Yes ® No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 3 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NCOO62855
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
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).
NA
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number J )
For each treatment works that receives this discharge provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number ( )
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.B. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes to No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method:
Is disposal through this method 0 continuous or ❑ intermittent?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC0062855
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
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.B.A, go to Part B. "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001
b. Location Robbins 27325
(City or town, if applicable) (Zip Code)
Moore NC
(County) " (State)
23°25'45 79°33'12
(Latitude) (Longitude)
c. Distance from shore (if applicable) NA ft.
d. Depth below surface (if applicable) NA ft.
e. Average daily flow rate 0.278 mgd
f. Does this outfall have either an intermittent or a periodic discharge? 0 Yes ® No . (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge: mgd
Months in which discharge occurs:
g. Is outfall equipped with a diffuser? ® Yes 0 No
A.10. Description of Receiving Waters.
a. Name of receiving water Deep River
b. Name of watershed (if known) NA
United States Soil Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known): Cape Fear
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute NA
cfs
NA
NA
chronic NA cfs
e. Total hardness of receiving stream at critical low flow (if applicable): NA mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 5 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC0062855
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary ® Secondary
❑ Advanced 0 Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 98
Design SS removal 97
Design P removal NA
Design N removal NA %
Other %
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Gas Chlorine
If disinfection is by chlorination is dechlorination used for this outfall? ® Yes ■ No
Does the treatment plant have post aeration? ® Yes 0 No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the Indicated effluent testing required by the permitting authority for each outfall through which effluent Is
discharged. Do not Include Information on combined sewer overflows in this section. All Information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number. 001
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE . .
Value
Units
Value
Units .
-Number of Samples
pH (Minimum)
6.1
s.u.
pH (Maximum)
7.4
s.u. •
���%jy
Flow Rate
1.116
MGD
0.278
MGD
243
Temperature (Winter)
15.0
°C
11.9
°C
90
Temperature (Summer)
30.0
°C
23
°C
153
• For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM'DAILY .
DISCHARGE
AVERAGE DAILY DISCHARGE
/►NALYTICAL
MUMDL
Gone.
Units
Conc.
Units
Number of
Samples
METHOD
..
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
23
Mg/I
2.3
Mg/I
90
EPA405.1
2.0
DEMAND (Report one)
CBOD5
FECAL COLIFORM
700
#/100m1
13.6
#/100m1
90 '
SM9222D
1.0
TOTAL SUSPENDED SOLIDS (TSS)
14.2
M9/I
4.9
M9/I
90
EPA160 2
1.0
PART R
TQ H - P .41E CATION QVERVIEWN (PAG�aE '1V TQ WVRA IIN ►HJ. H • TH :
QF.FQ ,M2AYQUYMU$TT :,:..::.:;:
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 6 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC0062855
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
"1!t t - tQ , O eal o ,wpet
All applicants with a design flow rate 2 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
NA
gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
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.) SEE ATTACHED
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 outfalis 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 Y. 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.
8.3. 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 dechiorinatlon). 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. SEE ATTACHED
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 ❑ No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary).
Name:
Mailing Address:
United Water Hydro Management
PO Box 1279
Clemmons, NC 27012
Telephone Number: (3361766-0270
Responsibilities of Contractor: Operation and Maintenance Management of the WWTP
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.
NA
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
❑ Yes ❑ No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-8 & 7550-22.
Page 7 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP,. NC0062855
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
NA
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 NA MM/DD/YYYY MM/DD/YYYY
- Begin Construction / / / /
- End Construction / / / /
- Begin Discharge / / / /
- Attain Operational Level / / / /
e. Have appropriate permits/clearances conceming other Federal/State requirements been obtained? ❑ Yes 0 No
•
Describe briefly: NA
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the Indicated
effluent testing required by the permitting authority for each outfall through which effluent Is discharged. Do not Include information
on combine sewer overflows In this section. All Information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
Outfall Number: 001 SEE ATTACHED
POLLUTANT`
MAXIMUM DAILY
DISCHARGE
AVERAGE 'DAILY DISCHARGE
ANALYTICAL.
•
Conc.
Units
Conc.
-Units ..
Number of
Samples
METHOD.
MLIMRL
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
CHLORINE (TOTAL
RESIDUAL, TRC)
DISSOLVED OXYGEN
TOTAL KJELDAHL
NITROGEN (TKN)
NITRATE PLUS NITRITE
NITROGEN
'
OIL and GREASE
PHOSPHORUS (Total)
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
�/,},^ ��1Rw e A A /R}' ►�)ff 1�1R�^,t�eF-,R�1AH�.'T'i � ���fla1- CH........I +�A'
' ^ '41 Ti 1M' 11RRVI a '� ``P'� 4t,Ayry�� E 1 [� 4�k1ETER��t ' f.. ' .r
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 8 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC0062855
PERMIT ACTION REQUESTED:
.Renewal
RIVER BASIN:
Cape Fear
x.n.•.,%..+ ,'..gym u••- i'c� -Y �•'t- -s�+C y�1 ,tl..y� tigl ySWi�.a14� . sc.N t r.'.r W r�F 7tf'$itF f717, •l ' -Y. LP'T+b'FTra'i�`-L--wer'l .,1 ..:.. .icL4' �4i.'�ICL.Y a '�,„ 3'- Bta, l•Otr
!!T±!!!!!!
bS 1 'j..,- x^.wY 1
.i.
PAR,�•y .. .. .. ... .. -. .. .... _.. ., a �•- f i
All applicants must complete the Certification Section. Refer to instructions to determine who Is an officer for the purposes of thls
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application Is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
® Basic Application Information packet Supplemental Application Information packet:
® Part D (Expanded Effluent Testing Data)
® Part E (Toxicity Testing: Biomonitoring Data)
® Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
.R 1 7�5,?MUS'V-G�DIVINE 'i* 'M A? -40.11 iiG CEltilFl ATIQN; : ;
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. James Britt, Town Manager
Signature
Telephone number [phone]
Date signed
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Fomi 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. - Page 9 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC0062855
PERMIT ACTION REQUESTED:
Renewali
RIVER BASIN:
Fear
•
n
1'LaCape
+_ti I� i {r.4 t1.7-.hR rt� k{ Fs a%t-,r. ,
41,..-a �S*Er,
tp<rfW-3
rlzII.-t �F..,
4`N�o_a. .a Y,-%:,,�7i"o4, -� ? r'f•
p,,. �1 •"�{�; TpQ;�(�� /fir
I D V �5 t 'A'4(M31F1�36�►k=? L
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 foram. At a minimum, effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number: 001 SEE ATTACHED (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
•
AVERAGE DAILY DISCHARGE
POLLUTANT
Conc.
Units
Mass
Units .
Conc.
Units.
Mass
.. Units
Number
of
Samples
ANAL.YTICAL .
METHOD
MLIMDL
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
ARSENIC
BERYLLIUM
CADMIUM
CHROMIUM
COPPER
LEAD
MERCURY
NICKEL
SELENIUM
SILVER
THALLIUM
ZINC
CYANIDE
TOTAL PHENOLIC
COMPOUNDS
HARDNESS (as CaCO3)
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 10 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Outfall number: (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM 41AIt,Y'pIScHARGE .
done:
Wilts
Mass
Units
Cork.
AVERAGE DAILY DISCHARGE
Units
Mass
Wits,
Number.
:Of
Samples
ANALYTICAL.
;IIBE7'I•L�Ip::
MIJMpt:
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
ACRYLONITRILE
BENZENE
BROMOFORM
CARBON
TETRACHLORIDE
CHLOROBENZENE
CHLORODIBROMO-
METHANE -
CHLOROETHANE
•
2-CHLOROETHYLVINYL
ETHER
CHLOROFORM
DICHLOROBROMO-
METHANE
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
TRANS-1,2-DICHLORO-
ETHYLENE
1,1-DICHLORO-
ETHYLENE
1,2-DICHLOROPROPANE
1,3-DICHLORO-
PROPYLENE
ETHYLBENZENE
METHYL BROMIDE
METHYL CHLORIDE
METHYLENE CHLORIDE
1,1,2,2-TETRA-
CHLOROETHANE
TETRACHLORO-
ETHYLENE
TOLUENE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 11 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
00811 number. (Complete once for each outfali discharging effluent to waters of the United States.)
MAXIMUM°DAII;Y DISCHARGE
AVERAGE DAILY DISCHARG
P 4L-UT,ANT
Cana,.
Units
Mass :
Units
Conc.
Unite
Mass
Units
~ Number' :;
of
Samplae .....
ANAit: f ROAL
METH . . •
'...:..,: <'
1044441:11;
•
1,1,1-
TRICHLOROETHANE
1,1,2-
TRICHLOROETHANE
TRICHLOROETHYLENE
VINYL CHLORIDE
Use this space (or a separate sheet) to provide information on other volatile organic
compounds requested by the permit writer
ACID -EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL
2-CHLOROPHENOL
2,4-DICHLOROPHENOL
2,4-DIMETHYLPHENOL
4,6-DINITRO-O-CRESOL
2,4-DINITROPHENOL
2-NITROPHENOL
.
4-NITROPHENOL
PENTACHLOROPHENOL
PHENOL
2 4,6
TRICHLOROPHENOL
Use this space (or a separate sheet) to provide information on other acid -extractable compounds reques ed by the permit writer
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
ACENAPHTHYLENE
ANTHRACENE
BENZIDINE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 12of22

FACIUTY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Outfall number:
(Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAIL*. DISCHARGE
L/M
MOL.
CQnc:
-Units
Mass
"Units
Cone,
Units'
Maas
Units
Number
0METMOP
Samples
. AN� C -..
.
3,4 BENZO-
FLUORANTHENE
BENZO(GHI)PERYLENE
BENZO(K)
FLUORANTHENE
BIS (2-CHLOROETHOXY)
METHANE
BIS (2-CHLOROETHYL)-
ETHER
BIS (2-CHLOROISO-
PROPYL) ETHER
BIS (2-ETHYLHEXYL)
PHTHALATE
4-BROMOPHENYL
PHENYL ETHER
BUTYL BENZYL.
PHTHALATE
2-CHLORO-
NAPHTHALENE
4-CHLORPHENYL
PHENYL ETHER
CHRYSENE
DI-N-BUTYL PHTHALATE
DI-N-OCTYL PHTHALATE
DIBENZO(A,H)
ANTHRACENE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
3,3-DICHLORO-
BENZIDINE
DIETHYL PHTHALATE
DIMETHYL PHTHALATE
2,4-DINITROTOLUENE
2,6-DINITROTOLUENE
1,2-DIPHENYL-
HYDRAZINE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 13 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Outfall number. (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
Conc.
Units
Mass
Units
Conc,
Units
• Mass'
Unite
Number
,. of
Samples.
ANALYTIC AI";'
METHRD
M L/MDL
FLUORANTHENE
FLUORENE
HEXACHLOROBENZENE
HEXACHLORO-
BUTADIENE
HEXACHLOROCYCLO-
PENTADIENE
HEXACHLOROETHANE
INDENO(1,2,3-CD)
PYRENE
ISOPHORONE
NAPHTHALENE
NITROBENZENE
N-NITROSODI-N-
PROPYLAMINE
N-NITROSODI-
METHYLAMINE
N-NITROSODI-
PHENYLAMINE
i
PHENANTHRENE
PYRENE
1,2,4-
TRICHLOROBENZENE
Use this space (or a separate sheet) to provide information on other base -neutral compounds requested by the permit writer
Use this space (or a separate sheet) to provide information on other pollutants (e.g., pesticides) requested by the permit writer
3�} �r
s,
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-8 & 7550-22.
Page 14 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC 0062855
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
4“-,v3R,::P7-1-v5ivgit'l
,.. - ' ..itri.'!:',..,..
, FINI:;,',KYFV0,,,:Kf:. ,,:-.zvv-,,:7:t.r.v,->--• • , — , :,.,-ey' r - ,-t-2,v, , -
-',.....'-',:ka&....,-,i,:d.:::-?,,,!:•,-;-, ,,,Z2f4I,^,i..t',-,:i.,:. , 7,,,,,, ,
; ,rorn, ,vv, • , ,...
,:.
ARr, 'iTQ�QV1W,
SONOPMA, : ,..
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 E.4 for previously submitted information. If EPA methods were not used, report the reasons for using altemate methods.
If test summaries are available that contain all of the information requested below, they may be submitted in place of Part E.
If no biomonitoring data is required, do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
E.1. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
23 chronic 0 acute SEE ATTACHED
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 dechiorination
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-8 & 7550-22.
Page 15 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, N00062855
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
LC50
95% C.I.
%
%
Control percent survival
%
%
%
Other (describe)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 16 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, N00062855
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
Chronic:
NOEC
%
%
%
IC25
%
%
%
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 (MM/DD/YYYY)?
/ /
/ /
/ /
Other (describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Tox city Reduction Evaluation?
❑ Yes ® No If yes, describe:
E.4. 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: NA/ / (MM/DD/YYYY)
Summary of results: (see instructions)
,y; ���j A H��ww _�^r 1I /�w��� 5 yry'� .1 .. ✓ IO F PAR - .
� 1 liR~-�C-� }"a!!!' ,,: '�Sf TMIOJ II �}O"Ri P fIe n�1'tF�Ayry� � 'T
RGU VII� • QMPLE
y��(� L R it f
/�.}W �7�/ ��F .' •Ir.}.
.'
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 17 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC0062855
PERMIT ACTION REQUESTED: RIVER BASIN:
Renewal
Cape Fear
asPHARG
-WA
All treatment works receiving discharges from significant Industrial users or which receive RCRA,CERCIA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program?
® Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (Gills). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non -categorical SIUs. 1
b. Number of ClUs.
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: Candor Hosiery
Mailing Address: PO Box 249
Robbins, NC 27325
F.4. Industrial Processes. Describe all the Industrial processes that affect or contribute to the SIU's discharge.
Peroxide bleaching of socks
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s):
Raw material(s):
F.6. Flow Rate.
Athletic and fashion socks
Hydrogen Peroxide
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.
0.0400 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
b. Categorical pretreatment standards
® Yes
❑ Yes
❑ No
❑ No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-8 & 7550-22.
Page 18 of 22

FACILITY NAME AND PERMIT NUMBER:
Robbins WWTP, NC0062855
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
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 ® No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ® No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck 0 Rail 0 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. Remedlation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ® No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
NA
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.)
NA
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
® Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
Aeration
b. Is the discharge (or will the discharge be) continuous or intermittent?
® Continuous ❑ Intermittent If intermittent, describe discharge schedule.
R ;_ ), Ai PLICATI �??11 l Illils� t I
or . ► ►
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 19 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
age slams;
4;4
dS,:z��va �yiF,q?
If the treatment works has a combinedsewer 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 G.1 or on a separate drawing, of the combined sewer collection system that
includes the following information.
a. Location of major sewer trunk lines, both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed Into the combined sewer system.
c. Locations of in -line and off-line storage structures.
d. Locations of flow -regulating devices.
e. Locations of pump stations.
CSO OUTFALLS:
Complete questions G.3 through G.6 once for each CSO 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)
d. Depth below surface (if applicable)
e. Which of the following were monitored during the last year for this CSO?
0 Rainfall
ft.
ft.
❑ CSO pollutant concentrations ❑ CSO frequency
❑ CSO flow volume ❑ Receiving water quality
f. How many storm events were monitored during the last year?
G.4. CSO Events.
a Give the number of CSO events in the last year.
events (❑ actual or 0 approx.)
b. Give the average duration per CSO event.
hours (0 actual or 0 approx.)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 20 of 22

FACILITY NAME AND PERMIT NUMBER:
,
PERMIT ACTION REQUESTED:
RIVER BASIN:
G.5.
G.6.
c. Give the average volume per CSO event.
million gallons (0 actual or 0 approx.)
d. Give the minimum rainfall that caused a CSO event in the last year
Inches of rainfall
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
c. Name of State Management/River Basin:
known):
United States Geological Survey 8-digit hydrologic cataloging unit
CSO Operations.
Describe any known water quality impacts on the receiving water caused
intermittent shell fish bed closings, fish kills, fish advisories, other recreational
code (if known):
by this CSO (e.g., permanent or intermittent beach closings, permanent or
Toss, or violation of any applicable State water quality standard).
.:'
(w,�y�}.��.•��j �/p�)U -' {RR��'4n�'^lytp^''�S ��"(/g�� y'-''i• j J- 7''
TO� �`'Y'!F"i � 'i[f A?lEMil ��?c�� d ro et �E1�q+fit�+'AN.X �yty�i`E 7 1 1 d% ! �r� ii ,0) i fL �1'1 1 ( G 1 yy 4^
, „ �1163_�s►01+_�"y�R�'Ala 4 �� 8 ) t""1RR' /
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 21 of 22

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

' ,
Facility Information
Latitude:
Longitude:
Quad #:
Stream Class:
Receiving Stream:
Permitted Flow:
``J--.>- . .�` 1/ Ef 1 I•. •1
__J " J
r
35°25'45" Sub -Basin: 03-06-10
79°33' 12"
F2ONE
C-HQW
Deep River
1.3 MGD
._,(-7-- 7 --i(?)--) ...' ifs%
)1(7:::-J-/ - -
Robbins WWTP
NC0062855
Moore Comity

ROBBINS WASTEWATER TREATMENT PLANT
Control
Building
Fine Screen
& Inf Sampling
Splitter
Box
Return Sludge
Sand Drying Beds
(Abandoned)
Effluent toDeep River ,
in
/
•
RAS Telescopic
Ives
♦� Waste Sludge
Digester
v
RAS & Sludge Loading
Pump Station
_ _ +Sludge to
Land Application
Sites

Permit No. NC0062855
Outfall 001
Annual Monitoring and Pollutant ScrM
Month January
Year 2005
Facility Name Robbins WWTP
Date of sampling January 13, 2005
Analytical Laboratory Tritest
ORC Brant Sikes
Phone [phone]
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Ammonia (as N)
Composite
350.1
0.02
0.11
MG/L
1
Dissolved oxygen
Composite
4500 G
0.1
9.7
MG/L
1
Nitrate/Nitrite
Composite
353.2
0.02
12.4
MG/L
1
Total Kjeldahl nitrogen
Composite
351.2
0.25
1.41
MG/L
1
Total Phosphorus
Composite
365.4
0.05
0.13
MG/L
1
Total dissolved solids
Composite
*
Hardness
Composite
CALC
N/A
47.1
MG/L
1
Chlorine (total residual, TRC)
Grab
SM4500G
10-May
2.6
UG/L
1
Oil and grease
Grab
1664A
5
5.0
MG/L
1
Metals (total recoverable), cyanide
and total phenols
Antimony
Composite
200.8
0.003
0.003
MG/L
1
Arsenic
Composite
200.8
0.005
0.005 .
MG/L
1
Beryllium
Composite
200.8
0.002
0.002
MG/L
1
Cadmium
Composite
200.8
0.005
0.005
MG/L
1
Chromium
Composite
200.8
0.01
0.010
MG/L
1
Copper
Composite
200.8
0.01
0.054
MG/L
1
Lead
Composite
200.8
0.005
0.005
MG/L
1
Mercury
Composite
245.1
0.2
. 0.2
UG/L
1
Nickel
Composite
200.8
0.01
0.010
MG/L
1
Selenium
Composite.
200.8
0.002
0.002
MG/L
1
Silver
Composite
200.8.
0.01
0.010
MG/L
1
Thallium
Composite
200.8
0.001
0.001
MG/L
1
Zinc
Composite
200.8
0.01
0.046
MG/L
.1
Cyanide
Grab
335.2
0.005
0.005
.MG/L
1
Total phenolic compounds
Grab
510A/B
0.005
0.005
MG/L
1
Volatile organic compounds
Acrolein
Grab
*
•
Acrylonitrile
Grab
Benzene
Grab
*
Bromoform
.. Grab
*
Carbon tetrachloride.
Grab
*
Chlorobenzene
Grab
*
Chlorodibromomethane
Grab
*
Chloroethane
Grab
*
2-chloroethylvinyl ether
Grab
*
Chloroform
Grab
*
•
Dichlorobromomethane
Grab
*
1,1-dichloroethane
Grab
*
1,2-dichloroethane
Grab
*
Trans-1,2-dichloroethylene
Grab
*
Form - DMR- PPA-1
Page 1

Permit No. NC0062855
Outfall 001
Annual Monitoring and Pollutant St
Month January
Sample
Analytical
Quantitation
Sample
Units of
Number of
Parameter
Type
Method
Level
Result
Measurement
samples
e organic compounds (Cont.
1,1-dichloroethylene
Grab
1,2-dichloropropane
Grab
*
1,3-dichloropropylene
Grab
*
Ethylbenzene
Grab
*
Methyl bromide
Grab
*
Methyl chloride
Grab
*
Methylene chloride
Grab
*
1,1,2,2-tetrachloroethane
Grab
*
Tetrachloroethylene
Grab
*
Toluene
Grab
*
1,1,1-trichloroethane
Grab
*
1,1,2-trichloroethane
Grab
*
Trichloroethylene
Grab
*
Vinyl chloride
Grab
*
Acid -extractable compounds
P-chloro-m-creso
2-chlorophenol
2,4-dichlorophenol
2,4-dimethylphenol
4,6-dinitro-o-cresol
2,4-dinitrophenol
2-nitrophenol
4-nitrophenol
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
625
625
625
625
625
625
625
625
10
10
10
10
50
50
10
10
10
10
10
10
50
50
10
10
UG/L
UG/L
UG/L
UG/L
UG/L
UG/L
UG/L
UG/L
Pentachlorophenol
Grab
625
30
30
UG/L
Phenol
Grab
625
10
10
UG/L
2,4,6-trichlorophenol
Grab
625
10
10
UG/L
1
1
1
1
1
1
1
1
1
1
1
Base -neutral compounds
Acenaphthene
Grab
625
10
10
UG/L
Acenaphthylene
Grab
625
10
10
UG/L
Anthracene
Grab
625
10
10
UG/L
Benzidine
Grab
625
10
50
UG/L
Benzo(a)anthracene
Grab
625
10
10
UG/L
Benzo(a)pyrene
Grab
625
10
10
UG/L
3,4 benzofluoranthene
Grab
625
10
10
UG/L
Benzo(ghi)perylene
Grab
625
10
10
UG/L
Benzo(k)fluoranthene
Grab
625
10
10
UG/L
Bis (2-chloroethoxy) methane
Grab
625
10
10
UG/L
Bis (2-chloroethyl) ether
Grab
625
10
10
UG/L
Bis (2-chloroisopropyl) ether
Grab
625
10
10
UG/L
Bis (2-ethylhexyl) phthalate
Grab
625
10
10.9
UG/L
4-bromophenyl phenyl ether
Grab
625
10
10
UG/L
Butyl benzyl phthalate
Grab
625
10
10
UG/L
2-chloronaphthalene
Grab
625
10
10
UG/L
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Form - DMR- PPA-1 Page 2

Permit No. NC0062855
Outfall 001
Annual Monitoring and Pollutant' Sr
Month January
4-chlorophenyl phenyl ether
Grab
625
10
10
UG/L
1
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Base -neutral compounds (cont.)
Chrysene
Grab
625
10
10
UG/L
1
Di-n-butyl phthalate
Grab
625
10
. 10
UG/L
1
Di-n-octyl phthalate
Grab
625
10
.10
UG/L •
1
Dibenzo(a,h)anthracene
Grab
625
10
10 _
UG/L
1
1,2-dichlorobenzene
Grab
625
10
10
UG/L
1
1,3-dichlorobenzene
Grab
625
10
10
UG/L
1
1,4-dichlorobenzene
Grab
625.
10
10
UG/L
1
3,3-dichlorobenzidine
Grab
625
20
20
UG/L
1
Diethyl phthalate
Grab
625
10
10
UG/L
1
Dimethyl phthalate
Grab
625
10
10
UG/L
1
2,4-dinitrotoluene
Grab .
625
10
10
UG/L
1
2,6-dinitrotoluene
Grab
625
10
10
UG/L
. 1
1,2-diphenylhydrazine
Grab
625 -
10
10
UG/L
1
Fluoranthene
Grab
625
10
10
UG/L
1
Fluorene
Grab.
625
10
10
UG/L
. 1
Hexachlorobenzene
Grab
625
10
10
UG/L
1
Hexachlorobutadiene
Grab
625
10
10
UG/L
1
Hexachlorocyclo-pentadiene
Grab '
625
10
10 .
UG/L
1
Hexachloroethane.
Grab
625
10
10
UG/L
1
Indeno(1,2,3-cd)pyrene
Grab
625
10
10
UG/L
1
Isophorone
Grab
625 .
10
_
10
UG/L
1
Naphthalene
Grab
625
10
10
UG/L
1
Nitrobenzene
Grab
625
10
_
10
UG/L
1
N-nitrosodi-n-propylamine
Grab
625
20
20
UG/L
1
N-nitrosodimethylamine
Grab
625
10
10
UG/L
1
N-nitrosodiphenylamine
Grab
.625
20
20
UG/L
1
Phenanthrene .
Grab.
625
10
10
. UG/L
1
Pyrene
Grab
625
10
10
- UG/L
1
1,2,4,-trichlorobenzene
Grab
625
20
20
UG/L _
1
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure thatqualified perdonnel properly
gather and evaluat the information submitted. Based on my inquiry of the person or persons that
manage the system, or those persons directly responsibel for gathering the information, the
information submitted 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 fmes and imprisonment for knowing violations.
Gary Stainback
i tur
*The volatile organic compounds and total dissolved soli ;r• ere not analyzed due to head space in vials.
Will resample.
Form - DMR- PPA-1
Page 3

Permit No. NC0062855
Outfall 001
Annual Monitoring and Pollutant Sr 'n
Month April
Year 2005
Facility Name Robbins WWTP
Date of sampling 04/27/05.
Analytical Laboratory Tritest
ORC Brant Sikes
Phone [phone]
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Ammonia (as N)
Composite
350.1
0.02
0.04
MG/L
1
Dissolved oxygen
Composite
4500 G
0.1 .
9.5
MG/L
1
Nitrate/Nitrite
Composite
353.2
0.02
17.4
MG/L
1
Total Kjeldahl nitrogen
.Composite
351.2-
0.25
0.94
MG/L
1
Total Phosphorus
Composite
365.4 .
0.05
0.26
MG/L
1
Total dissolved solids
Composite
160.1
10
430
Hardness
Composite
CALC .
N/A
35.7
.. MG/L
1
Chlorine (total residual, TRC) '
Grab
SM4500G
10 .
4 10
UG/L
1
Oil and grease
Grab
1664A
5
< 5.0
MG/L
1
Metals (total recoverable), cyanide
and total phenols
Antimony
Composite
200.8
0.003
< 0.003
.MG/L
1
Arsenic
Composite
200.8
.0.005
Z. 0.005
MG/L
1
Beryllium
Composite
200.8
0.002 .
( 0.002
MG/L .
1
Cadmium
Composite
200.8
0.005
L 0.005
MG/L
1
Chromium
Composite
200.8,
. 0.01 ,
< 0.010
MG/L
1
Copper
Composite
200.8
0.01
0.100
MG/L
1
Lead
Composite
200.8
0:005
4 0.005
MG/L
1
Mercury
Composite
1631
0.5
0.0025
UG/L
1
Nickel
Composite
200.8 .
0.01 .
4 0.010
MG/L
1
Selenium
Composite
200.8
0.002
< 0.002
MG/L
1
Silver
Composite
200.8
0.01
C 0.010 '
. MG/L
1
Thallium
Composite
200.8
0.001
4 0.001
MG/L
1
Zinc
Composite
200.8
0.01
0.024
MG/L
1
Cyanide
Grab
335.3
0.005.:
4 0.005
MG/L
1
Total phenolic compounds
Grab
510A/B
0.005
< 0.005
MG/L
1
Volatile organic compounds
Acrolein
Grab
624
50
< 50
UG/L
1
Acrylonitrile
Grab
624
50
< 50
UG/L.
1
Benzene
' Grab
624
5
( 5
UG/L
1
Bromoform
Grab
624.
5
< 5
UG/L
1
Carbon tetrachloride
' Grab
624
5
(. 5
UG/L
1
Chlorobenzene ,
Grab
624
5
< 5
UG/L
1
Chlorodibromomethane
. ' Grab
624
5
< 5
UG/L
1
Chloroethane • .
Grab
624
5
4. 5
UG/L
1
2-chloroethylvinyl ether
Grab
624
10
,4 10
UG/L
1
Chloroform
Grab
624
5
19.3
UG/L
1
Dichlorobromomethane
Grab
624
5
- 9.44
UG/L.
1
1,1-dichloroethane
Grab
624
5 • . •
E 5
UG/L
1
1,2-dichloroethane
Grab .
624
5
{ 5
UG/L
1
Trans-1,2-dichloroethylene
Grab
624
5
< 5
UG/L
1
Form - DMR- PPA-1
Page 1

2-chloronaphthalene Grab 625 I
Butyl benzyl phthalate Grab
4-bromophenyl phenyl ether Grab 625 I
0T I SZ9 quip alslsglgd (l agl&g;a-Z) s1Sl
IBis (2-chloroisopropyl) ether
Bis (2-chloroethyl) ether. Grab
IBis (2-chloroethoxy) methane I Grab
M
IBenzo(ghi)perylene Grab
3,4 benzofluoranthene Grab I 625
IBenzo(a)pyrene
IBenzidine I Grab
Anthracene
IAcenaphthylene Grab
IAcenaphthene I Grab
0T SZ9 quip a uatlluBsonfl(3l)ozua£
Benzo(a)anthracene I Grab 625
Base -neutral compounds.
N
o
0
0
Ti
Pentachlorophenol I Grab
4-nitrophenol I Grab I 625 I 10
2-nitrophenol I Grab 625
2,4-dinitrophenol I Grab
4,6-dinitro-o-cresol I Grab
2,4-dimethylphenol Grab I 625
0T I S69 gasp louagdosolg3 p-j,`Z
I2-chlorophenol Grab
P-chloro-m-creso I Grab I 625 I 10
Acid -extractable compounds
Vinyl chloride I Grab 624
Trichloroethylene Grab 624
1,1,2-trichloroethane I Grab I 624
1,1,1-trichloroethane
Toluene I Grab 624 l
Tetrachloroethylene Grab
1,1,2,2-tetrachloroethane
Methylene chloride I Grab
Methyl chloride Grab
Methyl bromide I Grab 624
Ethylbenzene Grab
1,3-dichloropropylene I Grab
1,2-dichloropropane Grab
1,1-dichloroethylene
Volatile organic compounds (Cont.)
O
0
h
O'
cr
Q'
Grab I 625 10 I
1
Q'
Grab I 624
Grab 624
Grab 624
CA
A b
e
0T I SZ9
N
CJI
N
CA
N
CJ1
0T SZ9
N
CJI
N
CJ1
N
CA
N
CJI
N
CJ1
625 10 I
625 I 30 I z 30 I UG/L
UI
CJI
CN71
N
-A
N
-
N
-A
N
.
N
-
N
-A
CO St3
5.
o
0.0
>n
r
r
r
r
r
r
O
r
O
r
O
F.
O
r
O
r
O
r
O
rO
COJ
O
O
r+O
Cn
Ul
cn
O
Cn
Cn
U1
Cn
O
CJI
CJI
Cn
CJ1
CJ1
Quantitation Sample Units of Number of
Level Result Measurement samples
AA
r
r
^AN
r
r
r
nA
r
r
nn/•n
O
O
r
r
c,nr.l•^
O
O
r
O
r
C. 10 I UG/L I
10 UG/L
n
r
< 10 - UG/L
• 50 UG/L
O
• 10 UG/L
r
r
n
r
rn
Cn
CJ1
AnnA"Annhnn^
Cr'
r
CA
Cn
C1t
C1l
O
CFI
Cn
C 1
C I
Cn
C
r
UG/L I
UG/L
UG/L I
C
r
UG/L-
UG/L
UG/L
UG/L
C
r
UG/L
UG/L
UG/L I
C
r
C
r
1 UG/L
C
r
C
r.
C
r
C
r
C
r
UG/L 1
UG/L 1
UG/L 1
UG/L 1
UG/L 1
UG/L 1
C
r
C
r
UG/L I 1
UG/L 1
C
r
C
r
C
r
C
r

Permit No. NC0062855
Outfall 001
Annual Monitoring and Pollutant Sr an
Month April
4-chlorophenyl phenyl ether
Grab
625
10
< 10
UG/L
-- lv
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Base -neutral compounds (cont.)
Chrysene
Grab
625
10
< 10
UG/L
1
Di-n-butyl phthalate
Grab
625
10
< 10
UG/L
1
Di-n-octyl phthalate
Grab
625
10
( 10
UG/L
1
Dibenzo(a,h)anthracene
Grab
625
10
< 10
UG/L
1
1,2-dichlorobenzene
Grab
625
10
4, 10
UG/L
1
1,3-dichlorobenzene
Grab
625
10
< 10
UG/L
1
1,4-dichlorobenzene
Grab
625
10
< 10
UG/L
1
3,3-dichlorobenzidine
Grab
625
20
4 20
UG/L
1
Diethyl phthalate
Grab
625
10
< 10
UG/L
1
Dimethyl phthalate
Grab
625
10.
< 10
UG/L
1
2,4-dinitrotoluene
Grab
625
10
4 10
UG/L
1
2,6-dinitrotoluene .
Grab
625
10
( 10
UG/L
1
1,2-diphenylhydrazine
Grab
625
10
< 10
UG/L
1
Fluoranthene
Grab
625
10
4 10
UG/L
1
Fluorene
Grab
625
10
C, 10
UG/L
1
Hexachlorobenzene
. Grab
625
10
< 10
UG/L
1
Hexachlorobutadiene
Grab
625
10
4 10
UG/L
1
Hexachlorocyclo-pentadiene
Grab
625
10
< 10
UG/L
1
Hexachloroethane
Grab
. 625
10
< 10
UG/L
1
Indeno(1,2,3-cd)pyrene
Grab
625
10
C., 10
UG/L
1
Isophorone
Grab
625
10
< 10
UG/L
1
Naphthalene
Grab
625
10
< 10
UG/L
1
Nitrobenzene
Grab
625
10
L 10
UG/L
1
N-nitrosodi-n-propylamine
Grab
625
20
< 20
UG/I:
1
N-nitrosodimethylamine
Grab
625
10
4 10
UG/L
1
N-nitrosodiphenylamine
Grab
625
20
es 20
UG/L
1
Phenanthrene
Grab
625
10
< 10
UG/L
1
Pyrene •
Grab
625
10
C 10
UG/L
1
1,2,4,-trichlorobenzene
Grab
625
20
L 20
UG/L
1
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure that qualified perdonnel properly
gather and evaluat the information submitted. Based on my inquiry of the person or persons that
manage the system, or those persons directly responsibel for gathering the information, the
information submitted is , to the best of my knowledge and belief, true, accurate and complete. I am
aware that there are significant penalties for submitting falseinformation, including the
possibility of fines and imprisonment for knowing violations.
Form - DMR- PPA-1
Page 3

Permit No. NC0062855
Outfall 001
Annual Monitoring and Pollutant Scan
Month July
Year 2005
Facility Name Robbins WWTP
Date of sampling 07/13/05
Analytical Laboratory Tritest
ORC Brant Sikes
Phone [phone]
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Ammonia (as N)
Composite
350.1
0.02
0.05
MG/L
1
Dissolved oxygen
Composite
4500 G
0.1
7.9
MG/L
1
Nitrate/Nitrite
Composite
353.2
0.02
18
MG/L
1
Total Kjeldahl nitrogen
Composite
351.2
0.25
L 0.25
MG/L
1
Total Phosphorus
Composite
365.4
0.05
0.45
MG/L
1
Total dissolved solids
Composite
160.1.
10
393
Hardness
Composite
CALC
N/A
50.3
MG/L
1
Chlorine (total residual, TRC)
Grab
SM4500G
10
< 10
UG/L
1
Oil and grease
Grab"
1664A
5
4 5.0
MG/L
1
Metals (total recoverable), cyanide
and total phenols
Antimony
Composite
200.8
0.003
< 0.003
MG/L
1
Arsenic
Composite
200.8 .
0.005
( 0.005
MG/L
1
Beryllium
Composite
200.8
0.002
< 0.002
MG/L
1
Cadmium
Composite
200.8
0.005
< 0.005
MG/L
1
Chromium
: Composite
200.8
0.01
4 0.010
MG/L
1
Copper
Composite
200.8
0.01
0.051
MG/L
1
Lead .
Composite
200.8
0.005
4 0.005
MG/L
1
Mercury
Composite
1631
0.5
0.00133
UG/L
1
Nickel
Composite
200.8
0.01
4 0.010
MG/L "
1
Selenium
Composite
200.8
0.002
C 0.002
MG/L
1
Silver
Composite
200.8
0.01
( 0.010
MG/L
1
Thallium
Composite
200.8
0.001
< 0.001
MG/L
1
Zinc
Composite
200.8
0.01
0.027
MG/L
1
Cyanide
Grab
335.3
0.005
4. 0.005
MG/L
1
Total phenolic compounds
Grab
510A/B
0.005
( 0.005
MG/L
1
Volatile organic compounds .
Acrolein
Grab
624
50
C 50
UG/L
1
Acrylonitrile
Grab
624
50
( 50
UG/L
1
Benzene
Grab
624
5
< 5
UG/L
1
Bromoform
Grab
624
5
( 5
'UG/L
1
Carbon tetrachloride
Grab
624
5
< 5
UG/L
1
Chlorobenzene
Grab
624
5
< 5
UG/L
1
Chlorodibromomethane
Grab
624
5
< 5
UG/L
1
Chloroethane
Grab
624
5
4. 5
UG/L
1
2-chloroethylvinyl ether
Grab
624
10
G 10
UG/L
1
Chloroform
Grab
624
5
39.3
UG/L
1
Dichlorobromomethane
Grab
624
5
9.42
UG/L
1
1,1-dichloroethane
Grab '
624
5
G 5
UG/L
1
1,2-dichloroethane
Grab
624
5
< 5
UG/L
1
Trans-1,2-dichloroethylene
Grab
624
5
( 5
UG/L
1
Form - DMR- PPA-1
Page 1

Annual Monitoring and Pollutant Scats
Permit No.. NC0062855
Outfall 001
Month July
Year 2005
Sample
Analytical
Quantitation
Sample
Units of
Number of
Parameter
Type
Method
Level
Result
Measurement
samples
Volatile organic compounds (Cont.)
1,1-dichloroethylene
Grab
624
5
4 5
UG/L
1,2-dichloropropane
1,3-dichloropropylene
Ethylbenzene
Grab
Grab
,Grab
624
624
624
5
5
5
< 5
< 5
< 5
UG/L
UG/L
UG/L
Methyl bromide
Methyl chloride
Methylene chloride
1,1,2,2-tetrachloroethane
Grab
Grab
Grab
Grab
624
624
624
624
5
10
5
5
< 5
C 10
< 5
< 5
UG/L
UG/L
UG/L
UG/L
Tetrachloroethylene
Grab
624
5.
< 5
UG/L
1
1
1
1
1
1
1
1
1
Toluene
Grab
624
5
4 5
UG/L
1,1,1-trichloroethane
Grab
624
10
< 10
UG/L
1,1,2-trichloroethane
Grab
624.
5
< 5
UG/L.
Trichloroethylene
Vinyl chloride
Grab
Grab
624
624
5
5
< 5
G 5
UG/L
UG/L
1
1
1
1
Acid -extractable compounds
P-chloro-m-creso
Grab
625
10
< 10
UG/L
2-chlorophenol
Grab
625
10
• 10
UG/L
2,4-dichlorophenol
2,4-dimethylphenol
4,6-dinitro-o-cresol
2,4-dinitrophenol
Grab
Grab
Grab
Grab
625
625
625
625
10'
10
50
50
< 10-
< 10
4 50
< 50
UG/L
UG/L
UG/L
UG/L
2-nitrophenol
Grab
625'
10
< _10
UG/L
4-nitrophenol
Grab
625
10
< 10
UG/L
Pentachlorophenol
Phenol -
Grab
Grab
625
625
30.
10
< 30
G 10
UG/L
UG/L
1
1
1
1
1
1
1
1
1
1
2,4,6-trichlorophenol
Grab
625
10:
< 10
UG/L
Base -neutral compounds
Acenaphthene
Acenaphthylene
Grab
Grab
625
625
10
10
• 10
• 10
UG/L
UG/L
Anthracene
Grab
625
10"
<, 10
UG/L
Benzidine
Benzo(a)anthracene.
Benzo(a)pyrene
Grab'
Grab
Grab
625
625
625
10
10.
10
<•50
< 10
G 10
UG/L
UG/L
UG/L
3,4 benzofluoranthene
Grab
625
10
10
UG/L
Benzo(ghi)perylene
Benzo(k)fluoranthene
Bis (2-chloroethoxy) methane
Grab
Grab
Grab
625
625
625
10
10
10
< 10
4, 10
< 10
UG/L
UG/L
UG/L
Bis (2-chloroethyl) ether
Grab
625
10
• 10
UG/L
Bis (2-chloroisopropyl) ether
Bis (2-ethylhexyl) phthalate
Grab
Grab
625
625
10
10
• 10
• 10
UG/L
UG/L
4-bromophenyl phenyl ether
Butylbenzyl phthalate
2-chloronaphthalene
Grab
Grab
Grab
625
625
625
10
10
10
<, 10
' 10
.10
UG/L
UG/L
UG/L
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Form - DMR- PPA-1
Page 2

3
Annual Monitoring and Pollutant Sca ti
Permit No. NC0062855
Outfall 001
Month July
Year 2005
4-chlorophenyl phenyl ether
Grab
625
10
10
UG/L
1
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result.
Units of
Measurement
Number of
samples
Base -neutral compounds (cont.)
Chrysene
Di-n-butyl phthalate
Grab.
Grab
625
625
10
10
4 .10
< 10
UG/L
UG/L
Di-n-octyl phthalate
Grab
625
10
4 10
UG/L
1
1
1
Dibenzo(a,h)anthracene
Grab
625
10
• 10
UG/L
1,2-dichlorobenzene
Grab.
625
10
< 10
UG/L
1,3-dichlorobenzene
Grab
625
10
• 10
UG/L
1,4-dichlorobenzene
Grab
625
.10
10
UG/L
3,3-dichlorobenzidine
Diethyl phthalate
Dimethyl phthalate
2,4-dinitrotoluene
2,6-dinitrotoluene
Grab
Grab
Grab
Grab
Grab
625
625
625
625
625
20
10
10
10
10
< . 20
< 10
<,.10
< 10
▪ 10
UG/L
UG/L
UG/L
UG/L
UG/L
1, 2-diphenylhydrazine
Fluoranthene
Grab
Grab
625'
625
10
10
< 10
< 10
UG/L .
UG/L
Fluorene
Hexachlorobenzene
Grab
Grab.
625
625
10
10
G 10
< 10
UG/L
UG/L
Hexachlorobutadiene
Grab
625
10
4 10
UG/L
Hexachlorocyclo-pentadiene
Grab
625
10
< 10
UG/L
Hexachloroethane
Indeno(1,2,3-cd)pyrene
Isophorone
Grab
Grab
Grab
625
625
625
10
10'
10
< 10
< 10
4 10
UG/L
UG/L
UG/L
Naphthalene
Nitrobenzene
Grab •
Grab
625
625
10
10
L -10
< 10
UG/L
UG/L
N-nitrosodi-n-propylamine
Grab
625
20
G 20
UG/L
N-nitrosodimethylamine
Grab
625
10
• 10
UG/L
N-nitrosodiphenylamine
Phenanthrene
Grab
Grab
625
625
20,
10
< 20
G 10
UG/L
UG/L
Pyrene
Grab
625
10
< 10
UG/L
1,2,4,-trichlorobenzene
Grab
625
20
[. 20
UG/L
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 -
1
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure that qualified 'perdonnel properly
gather and evaluat the information submitted. Based on my inquiry of the person or persons that
manage the system, or those persons directly responsibel for gathering the information, the
information submitted 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 fines and imprisonment for knowing violations.
Form - DMR- PPA-1
Page 3

Erionmental Testing Solutions,: jc.
PO Box 7565
Asheville,NC 28802
Phone: [phone]
Fax: [phone]
E-mail: JimSlmner@aol:com
Date: January 24, 2005
Effluent Aquatic Toxicity Report Form - Chronic Fathead Minnow Multi -Concentration Test
• Facility: Tritest, Inc. NPDES #: NC= 1062855 Pipe #: 001 County: Moore
Robbins WWTP
Laboratory Performing Test: Environmental Tes
Signature of Operator in Responsible « _ e:
Signature of Laboratory Supervisor.
Comments: I-Mi1(cl
Project: 1632
Samples: 050111.06, 050113.03, 050115.13
Mali Original To: North Carolina Depaitinent of Environment and Natural Resources
DWQ/Environmental Sciences Branch
1621 Mail Service Center
Raleigh, NC 27699-1621
Control
Organisms
% Effluent
5.0%
% Effluent
% Effluent
10%
% Effluent
m
% Effluent
20%
Replicate number
1 2 3
4
Survivingntunber of larvae
10
10
10
10
Original number of larvae
10.
10
10
' 10
Weight/original (mg/larvae)
0.802
0.738
'0.616'
0.732
Survivingnumber of larvae
10
10
10 •
10
Original number of letvae
10
10
10
10
Weight/animal (niflnrvae)'
0.598
0.698
0.685
0.763
Surviving numbee of larvae
10
. 9
10
10
Original number of larvae
10
10
10
10
Weight/original (rr/larvae)
0.682
0.592
0.776
0.685
Surviving number of larvae
9
10
10
• 10
Original number of larvae .
10
10
10
10
Weight/original (rop/larvee)
0.678
0.720
0.619
0.672
Snrvivingnumber of larvae
10
10
10
10
Original number of larvae
10
10
10
10
Weight/original (ng/larvae)
0.726
0.706
0.679
0.745
Snrvivingnumber of larvae
10
10
10
10
Original number of larvae
10
10
10
10
Weight/original (mg/larvae)
0.630
0.820.
0.754 .
0.709
Water Quality Data
Control
pH (Sir):
DO ():
Temp. (°C):
High Concentration
pH (Scl):
DO (rae/14:
Temp. (°C):
Start date:
End date:
Start time:
End time:
01-11-05
01-18-05
1435
1440
Survival (%)
Average wt (mg)
Average wt /
surviving (erg)
Survival (%)
Average wt (mg)
Survival (%)
Average wt (Mg)
Survival (%)
Average wt (mg)
Survival (%)
Average wt (mg)
. Survival (%)
Average wt (mg)
100.0
0.722
0.722
100.0
0.686
97.5
0.684
97.5
0.672
100.0
0.714
100.0
0.728
Test Organisms
Outside supplier.
IAquatic BioSystena,Inc.
Hatch date:
Hatch time:
01-10-05
1400-1600 EST
Day0
Initial I Final
Day l
Initial Final
Day 2
Initial Final
Day 3
Initial Final
Day 4
Initial Final
Day 5
Initial Final
Day 6
Initial Final
7.75
7.59
7.62
7.50
7.73
7.63
7.98
7.29
7.84
7.46
7.95
7.48
.7.92
7.59
7.9
7.6
8.0
7.6
8.0
7.2
8.2
7.5
7.8
7.1 •
8.1
7.4
8.1
7.6
25.1
25.1
'25.1
25.1
25.0
24.7
24.4
25.0 -
24.5
24.8
24.5
24.9
24.6
. 24.1
7.70
7.72
'7.77
7.65
7.41
7.67
8.03
7.42
7.56
7.55
7.81
7.54
8.01
734
7.9 '
7.7
7.9
7.6
8.1
7.1
7.6
7.2
7.8
7.0 .
8.4
7.2
8.5
. 7.6
' 25.6
25.0
24.8
24.9
24.9
25.0
24.5
25.0
24.6
24.7
24.3
24.8
24.7
24.1
Sample Information
Collectinn start date:
Grab:
Composite duration:
Alkalinity (mg/L CaCO3):
Hardness (mgjL CaCO3):
Conductivity (limhos/cm):
Total residual chlorine (mg/L):
Sample Temp. at Receipt (°C):
Overall Analysis:
s=' L1
s1i�iii
Sample 3
Control
01-09-05
01-11-05
01-13-05
M.
•25-h
24-h
24.25-h
100
110
130
34,33,32
38
42 .
46
44, 42, 42
635
623
634
146-175
< 0.10
< 0.10
< 0.10
0!�,• 'r
r�
0.5
• 0.8
0.4
•S'''�'
�£�zu £,,cxa
Analyses
Normal:
Hom. Var.
NOEC:
LOEC:
ChV:
Method:
Survival .
Growth -
NA
Yes
NA
Yes .
20%
20%
> 20%
' > 20%
>20%
>20%
Visuallnspec.
Dunnett's
Survival '
Growth
%Emueat
Critical
Calculated
Critical
Calculated
5.0%
2.410 '
0.787 '
7.5%
2.410
0.836
10%
2.410
1.087
15%
'.
2.410
0.175
20%
.
2.410
-0.137
Result PASS LOEC: > 20% NOEC: 20% ChV: > 20%
DWQ form AT-5 (8/03)

En•V' onmental Testing Solutions,
PO Box 7565
Asheville, NC 28802
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
Date: May 03, 2005
Effluent Aquatic Toxicity Report Form - Chronic Fathead Minnow Multi -Concentration Test
Facility: Tritest, Inc. NPDES #: NC. 0062855 Pipe #: 001 County: Moore
OW3 oii5y
Robbins WWTP
Laboratory Performing Test Environmental Testinc utio�
Signature of Operator in Responsible Ch-ge:
Signature of Laboratory Supervisor.
Comments:
Project: 1813
Samples: 050412.04, 050414.08,050416.11
Mail Original To: North Carolina Department of Environment and Natural Resources
DWQ/ Environmental Sciences Branch
1621 Mail Service Center
Raleigh, NC 27699-1621
Control
Organisms
Effluent
5.0%
Effluent
7.5%
% Effluent
10%
Replicate number
3
4
Survivingnumber of lazvae
10
10
10
10
Original number of larvae
10
10
10
10
Weight/original (mn7arvae)
0.712
0.641
0.632
0.663
of larvae
10
10
10
10
1Slrrvivingnumber
Original number of larvae
I 10
10.
10
10
Weip t/original (mrgilarvae)
0.600
0.602
0.620
0.598
Survivingnumber of larvae
9
10
10 I
10
Original number of larvae
`
10
( 10
10
Itl 10
gh Wei t/original (rnearvae)
0.582
1 0.709
0.665
0.629
Survivingnumber of larvae
10
10
10
10
Original number of larvae
10
1
10
10
10
rgiit/ We' original (mg(larvae)
0.689
0.644
0.656
0.580
% Effluent Survivingnumber of larvae
Original number of larvae
\Veightforiginal (mg/larvae)
I is% I
% Effluent Survivingnamber of larvae
Original number of larvae
Weight/originat (ing'larvae)
20% I
Water Quality Data
Control
PH( :
DO (n L):
Temp. ('C):
10
.10
0.640
10
10
0.529
10
10
0.736
10
10
0.673
10 I 10
10 1 10
0.736 0.700
10
10
0.632
10
10
0.706
I
Start date: Bad date: Start time: End time:
04-12-05 , 04-19-05 1420 1334
Test Organisms
Survival (%) 100.0 Outside supplier.
Average wt (mg) L 0.662 I Aquatic BioSyste s, Inc. I
Average Wt/ 0.662'
surviving (mg) Hatch date:
Hatch time:
Survival (%)
Average wt (mg)
1100.0
0.605
Survival (%) I 97.5
Average wt (m0 0.646
Survival (%)
Average wt (mg)
Survival (%)
Average wt (mg)
Survival (%)
Average wt (mg)
Day Day1 Day2 .Day3
Initial Final I Initial Final Initial Final Initial Final
` 7.78 I
7.64
7.75 I
7.53
j`I 7.9
8.0
1
jl 7.5
I8.3
24.6
24.5
24.8
24.4
High Concentration
pH (SU): I 7.72
DO (n>g(1.): IIt 8.5
Temp. CC): 25.0
Sample Information
Collection start date:
Grab:
Composite duration:
Alkalinity (mg/L. CaCOj):
Hardness (rneL CaCO3):
Conductivity (p.rnhos/cm):
Total residual chlorine (mg'1.):
Sample Temp. at Receipt (°C):
7.73
8.3 •
24.2
7.81
8.5
24.7
Sample 1
04-10-05
24-h
72 •'
7.71
7.5
24.3
Sample 2
04-12-05
25.5-h
86
7.77
8.1
24.7
7.61
8.3
25.2
7.66
8.1
24.5
7.75
I7.8
24.4
Sample 3
04-14.05
24.25-h
41
7.78
8.2
24.8
7.80
8.0
24.9
Control
31, 34, 32
45
49
47
41, 41, 45
380
< 0.10
1.1
511
< 0.10
0.8
382
< 0.10
0.5
156-166
7.46
8.1
24.3
7.66
8.3
24.3
1100.0
0.642
100.0
10.670
1100.0 I
0.668
04-11-05
1430/1630 BST
Day4 I Day5 I Day6
Initial Final 1 Initial Final Initial Final
7.67
8.4
25.0
7.52
8.6
8.6
24.7
Analyses
Normal:
Horn Var.
NOBC.
LOEC:
ChV:
Method:
Overall Analysis:
Result: PASS LOEC: > 20% NOEC: 20% ChV:
%Effluent
5.0%
7.5%
10%
15%
20%
> 20%
7.52
8.0
24.6
.5 jl
8.0 l
24.6
7.67
8.1
25.0
7.58
8.3
25.2
Survival
NA
7.43
7.9 1I`
24.7
7.55
7.9
25.0
Growth
Yes
7.34
8.2
24.8
7.50
8.3
24.9
NA
Yes
20%
20% •
> 20%
> 20%
> 20%
> 20%
Visual Inspec.
Survival
Critical
Calculated
Dunnett's
Growth
Critical
2.410
2.410
2.410
2.410
2.410
7.39
7.4
24.5
7.45
7.6
24.6.
Calculated
1.496
0.413
0.518
-0.217
-0.151
DWQ form AT-5 (8/03)

Box 7565
=psheville,.NC 28802
Effluent Aquatic Toxicity Report Form - Chronic Fathead Minnow Multi -Concentration
Facility: Tritest, Inc. NPDES #: NC- 0062855 Pipe #: 001 County:
Robbins WWTP
Laboratory Performing Test: Environmental Tes
Signamm of Operator in Responsible el • _e:
Signature of Laboratory Supervisor:
Marl Original To: North • Carolina Department of Environment and Natural Resources
DWQ/ Environmental Sciences Brunch
1621 Marl Service Center
Raleigh, NC 27699-1621
Control
Organisms
% Effluent
5.0%
% Effluent
PIM
% Effluent
Replicate number
1 2 3
4
Survivingnumber of larvae
10
10
10
10
Original number of larvae
10
10
10
' 10
Weight/otiginal (mg/larvae)
0.802
0.738
' 0.616
0.732
Survivingnumber of larvae
10
10
10 • •
10
Original number of larvae
10
10.
10
10
Weight/original (mg/larvae) '
0.598
0.698
0.685
0.763
Survivingnumbec of larvae
10
9
10
10
Original number of larvae
10
10
10
10
Weight/original (mg/larvae)
0.682
0.592
0.776
0.685
10%
• % Effluent
m
% Effluent
20%
Surviving number of larvae
9
10
10
• 10
Original number of larvae
10
10
10
10
Weight/original (mg/larvae)
0.678
0.720
0.619
0.672
Surviving number of larvae
10
10
10
10
Original number of larvae
10
10
10
10
Weight/original (mg/larvae)
0.726
0.706
0.679
0.745
Stir viving number of larvae
10
10
10
10
Original number of larvae
10
10
10
. 10
Weight/original (mg/larvae)
0.630
0.820.
0.754
0.709
Water Quality Data .
Control
pH (SU):
DO Ong/4
Temp. (°C):
high Concert
pH (SU):
DO (mg/L):
Temp. (°C):
Start date:
01-11-05
End date:
01-18-05
Start time:
1435
End time:
1440
Survival (%)
Average wt (mg)
Average wt /
surviving (mg)
Survival (%)
Average wt (mg)
Survival (%)
Average wt (mg) •
Survival (%)
Average wt (mg)
Survival (%)
Average wt (mg)
Survival (%)
'Average wt (mg)
100.0
0.722
0.722
100.0
0.686
97.5
0.684
97.5
0.672
100.0
0.714
100.0
0.728
Test Organisms
Outside supplier.
IAquatic BioSystems, Inc. I
Aatch date:
Hatch time:
01-10-05
1400-1600 EST
Day 0
Initial Final
Dayl
Initial] Final
Day 2
initial Final
Day 3
Initial Final
Day 4
Initial Final
Day 5
Initial Final
Day6
Initial Final
7.75
7.59
7.62
7.50
7.73
7.63
7.98
7.29
7.84
7.46
7.95
7.48
.7.92
7.59
7.9
7.6
8.0
7.6
8.0_
7.2
8.2
7.5
7.8
7.1 •
8.1
7A
8.1
7.6
25.1
25.1
'25.1
25.1
25.0
24.7
24.4
25.0
24.5
24.8
24.5
24.9
24.6
24.1
7.70
7.72
7.77
7.65
7.41
7.67
8.03
7.42
7.56
7.55
7.81
7.54
8.01
7.74
7.9
7.7
7.9
7.6
8.1
7.1
7.6
7.2
7.8
7.0
. 8.4
7.2
8.5
7.6
25.6
25.0
24.8
24.9
24.9
25.0
24.5
25.0
24.6
.24.7
24.3
24.8
24.7
24.1
Sample Information
Collection start date:
Grab:
Corrposite duration:
Alkalinity (mg/L CaCO3):
Hardness (mg/L CaCO3):
Conductivity (lrmhos/cm):
Total residual chlorine (mg/L):
Sample Temp. at Receipt (°C):
Overall Analysis:
Sample 1
Sample 2
Sample 3
Control
01-09-05
01-11-05
01-13-05
'{°''.`}�#y�
.25-h
24-h
24.25-h
iASR a? iK
100
110
130
34,33,32
38
42
46
44,42,42
635
623
634
146-175
<0.10
<0.10
<0.10
0.5•
' 0.8
0A
.
Analyses
Normal:
Hom. Var.
NOEC:
LOEC:
ChV:
Method:
Survival
Growth
NA
Yes
NA
Yes '
20%
20%
> 20%
> 20%
>20%
>20%
Visualinspec.
Dunnett's
Survival '
Growth
%Effluent
Critical
Calculated
Critical
Calculated
5.0%
.
2.410
0.787
7.5%
2.410
0.836
10%
2.410
1.087
15%
2.410
0.175
20%
. .
2.410
-0.137
Result: PASS LOEC:, > 20% NOEC: 20% ChV: > 20%
DWQ form AT-5 (8/03)