NC0039527_Renewal (Application)_20160502

James R. Flechtner, PE
NM Cape Fear Executive Director
235 Government Center Drive
Public Utility Authority Wilmington, NC 28403
stewardsnrososUirwanty service. [phone]—Phone
[phone]—Fax
[e-mail]
May 31, 2016 RECEIVEDINCDEQ'D\NR
JUN 0 2 N6
Wren Thedford
NC DENR/DWR/NPDES Unit Water Quality
Permitting Section
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Renewal Application—NPDES Permit NC0039527
Walnut Hills Subdivision Wastewater Treatment Plant (WHWWTP)
Cape Fear Public Utility Authority (CFPUA)
New Hanover County, North Carolina
Dear Ms.Thedford,
NPDES permit NC0039527 for the CFPUA's WHWWTP expires November 30, 2016 and the renewal
application is due to DWR no later than June 3, 2016. This plant is scheduled to close during the summer
of 2016 with flow being diverted to the James A. Loughlin Wastewater Treatment Plant. In an effort to
fulfill permit requirements,the necessary NPDES renewal application accompanies. It consists of the
following components:
1. NPDES Form 2A Basic Application
2. WHWWTP Process Flow Diagram with Narrative
3. Topographic Map
4. Sludge Management Plan
Changes implemented at this facility since issuance of the last permit include the following:
1. Installation of influent flow monitoring systems;
2. Building demolition;
3. Transfer of electrical loads away from building demolition area;
4. Installation of sample preparation building, including new utility and SCADA services connection.

Please let me know if there are any questions or whether the application is deemed complete. If all
considerations are otherwise in order,we await receipt of a draft permit for our review.
Sincerely,
James R. Flechtner
Executive Director
Copies: F.Styers, B. Eckert,C.Vandermeyden, K.Vogt,J.Cermak,C.Shidal

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Walnut Hills Subdivision WWTP, NC0039527 Renewal Cape Fear
FORM
2A NPDES FORM 2A APPLICATION OVERVIEW
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part C(Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D(Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E(Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place),or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and 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 MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 1 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Walnut Hills Subdivision WWTP, NC0039527 Renewal Cape Fear
BASIC APPLICATION INFORMATION
PART A.BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment woks must complete questions A.1 through A.S of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name Walnut KM Subdivision WWTP
Milling Address Cave Fear Public Utility Authority
235 Government Center Drive,Wilmington NC 28403
Contact Person Kenneth L.VoaL Jr
Title Wastewater Treatment Superintendent
Telephone Number f910)3324736
Facility Address 17 Little Creek Road.Caste Havne.NC 28429
(not P.O.Box)
As. Applicant Information. If the applicant is diterent from the above,provide the following: RECEIVEDINCDEQIDWR
Applicant Name Cape Fear Public UMW Authority JUN 0 2 2016
Mating Address 235 Government Center Drive Water Quality
Permitting Section
Wilmington.NC 28403
Contact Person ,James R.Aechtner.PE
Title Executive Director
Telephone Number 1910)332-6669
Is the applicant the owner or operator(or both)of the treatment maks?
is ower ® operator
Indicate whether correspondence regarding this pemYt should be directed to the facility or the applicant.
0 facility ® applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treamem works
(Inside state-Issued permits).
NPDES f4C0039527 PSD
UIC Other
RCRA Other
AA. Collection System Infonna8on. Provide Information on municipalities and areas served by the facility. Provide the name and poptiatlon of each
entity and.If known,provide irrfortretion on the type of collection system(combined vs.separate)and its ownership(municipal,private.etc.).
Name Population Served Type of Collection System Ownership
CFPUA -500 Separate public:Utility Authority
Total population served -500
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550.22. Page 2 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Walnut Hills Subdivision WWTP, NC0039527 Renewal 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.S. Flow. Indicate the design flow rate of the treatment plant(i.e.,the wastewater flow rate that the plant was bulk 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 12t"month of Phis year'occurring no more than three months prior to this application submittal.
a. Design flow rate 0.10 mgd
Two Years Aar) Last Veer This Year
b. Annual average daily flow rate 0.05 0.05 0.06
c. Maximum daily lbw rate 0.09 0.13 0.17
A.7. Collection System. Indicate the type(s)of collection system(s)used by the treatment plant. Check all that apply. Also estimate the percent
contribution(by miles)of each.
® Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer
A.S. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? 0 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 1
ii. Discharges of untreated or partially treated effluent 0
M. Combined sewer overflow points 0
N. 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 0 No
If yes,provide the following for each surface Imooudment:
Location:
Amaral average daily volume discharge to surface Impoundment(s) mgd
Is discharge 0 continuous or ❑ itermittent?
c. Does the treatment works land-apply treated wastewater? ❑ Yes 0 No
If yes,provide the following for each land aoollcatlon site:
Location:
Number of acres:
Annual average daily volume applied to site: mgd
Is land application 0 continuous or 0 intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? 0 Yes 0 No
EPA Form 3510.2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 3 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Walnut Hills Subdivision WWTP, NC0039527 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
Mailing Address
Contact Person
Title
Telephone Number j 1
for each treatment works that receives this discharge provide the following:
Name
Mailing Address •
Contact Person
Title
Telephone Number J
If known,provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works Into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8.through A.8.d above(e.g.,underground percolation,well injection): 0 Yes ® No
If yes,Provide the following for earn toosel 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 0 idenrdaert?
EPA Form 35142A(Rev.1-99). Replaces EPA forms 75504&7550-22. Page 4 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Walnut Hills Subdivision WWTP, NC0039527 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."
A.9. Description of Outfall.
a. Outfall number 001
b. Location 17 Little Creek Road Castle Hayne,at Walnut Hills Subdivision 28429
(City or town.if applicable) (Zip Code)
New Hanover County NC
(County) (State)
34.305318 +77.950841
(Latitude) (Longitude)
c. Distance from shore(if applicable) 6 ft.
d. Depth below surface(if applicable) 1 (above surface) ft.
e. Average daily flow rate 0.05 mgd
f. Does this outfall have either an intermittent or a periodic discharge? 0 Yes 0 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? 0 Yes 0 No
A.10. Description of Receiving Waters.
a. Name of receiving water Unnamed tributary to the Northeast Cape Fear River
b. Name of watershed(if known)
United States Soil Conservation Service 14-digit watershed code(if known): 03030007140010
c. Name of State Management/River Basin(if known):Cape Fear
United States Geological Survey 8-digit hydrologic cataloging unit code(if known): 03030007
d. Critical low flow of receiving stream(if applicable)
acute N/A cfs chronic cfs
e. Total hardness of receiving stream at critical low flow(if applicable): N/A 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: PERMIT ACTION REQUESTED: RIVER BASIN:
Walnut Hills Subdivision WWTP, NC0039527 Renewal Cape Fear
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary 0 Secondary
o Advanced 0 Other. Describe:
b. Indicate the following removal rates(as applicable):
Design RODS removal gr Design C8005 removal 85
Design SS removal 85
Design P removal N/A
Design N removal N/A
Other
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe:
Chlorination
If disinfection is by chlorination is dechlorination used for this outfall? 0 Yes 0 No
Does the treatment plant have post aeration? 0 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
&st wo.d. 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 196 methods. In addition,this data must comply with QAIQC requirements of
40 CFR Part 196 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum,affluent testing data must be based on at least three samples and must be no more than four end one-half years apart.
Outfall number: 001 Data Summary for Aoril 2013-March 2016.*Max off durino this time oeiiod was_9.6 and was noted In the comments
section of the June 2015 Dlschame Monitoring Reoort.
PARAMETER MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
Value Units Value Units Number of Samples
pH(Minimum) 6.8 s.u.
pH(Maximum) 9.6• s.u.
Flax Rate 0.17 MOD 0.05 MOD 1096
Temperature(Winter) 23.0 °C 15.2 °C 298
Temperature(Sunnier) 31.0 °C 25.2 °C 451
•For pH please report a minimum and a maximum daily value
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL
POLLUTANT METHOD MLMDL
Conc. Unite S
Conc. Units oot**Number f
anlplaa
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN SOS 16.5 mg/L 4.0 mgll 157 SM 5210B 2.0
DEMAND(Report one) 08005
FECAL COLIFORM 532.0 CFU/100 <3 CPU/ 159 SM 9222D 1.0
mL 100mL
TOTAL SUSPENDED SOLIDS(TSS) 7.7 mg/L <2.6 mg/L 157 SM 2540D 2.5
END OF PART A.
REFER TO THE APPLICATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3610-2A(Rev.1-99). Replaces EPA forms 7550E&7550-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Walnut Hills Subdivision WWTP, NC0039527 Renewal Cape Fear
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD(100,000 gallons per day).
All applicants with a design flow rate 2 0.1 mgd must answer questions 9.1 through B.B. 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.
9000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Ongoing sewer maintenance program and continuing efforts to identify and correct excessive 181 problems.
8.2. 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 alt 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 ti 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 took,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 redundancy 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 daly flow
rates between treatment units. Include a brief narrative description of the diagram.
BA. OperatloniMdntenance 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? 0 Yes 0 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: Svnaoro Central.LLC
Mailing Address: 7014 East Baltimore Street
Baltimore.MD 21224
Telephone Number. [phone]
Rasponstaties of Contractor. Residuals Management
B.S. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment,effluent quality,or design capacity of the treatment works. If the
treatment works has several direre*implementation schedules or is planning several improvements,submit separate responses to question 8.5
for each. (If none,go to question 8.6.)
a. List the outfall number(assigned in question AS)for each outfall that is covered by this implementation schedule.
001 —This giant will be decommissioned in 2016:flow will be routed to the JamesA.Loughlin W WTP.
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 7550-6&7550-22. Page 7 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Walnut Hills Subdivision WWTP, NC0039527 Renewal Cape Fear
c. If the answer to B.5.b is'Yes,'briefly describe,including new maximum daily inflow rate(if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below,as
applicable. For improvements planned independently of local,State,or Federal agencies,indicate planned or actual completion dates,as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MAWD/YYYY MM/DD/YYYY
-Begin Construction / I / /
-End Construction / / / /
-Begin Discharge / I / /
-Attain Operational Level / I / /
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? 0 Yes 0 No
Describe briefly:
B.B. EFFLUENT TESTING DATA(GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the U8 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 I.discharged. Do not include information
on combine sewer overflows In this section. All Information reported must be bead on data collected through analysts conducted
using 40 CFR Part 138 methods. In addition,this data must comply with OAIGC requirements of 40 CFR Part 138 and other appropriate
OA/OC requirements for standard methods for analytes not addressed by 40 CFR Part 138. 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 Data Summary for April 2013 through March 2016.
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL
POLLUTANT METHOD MLIMDL
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(as N) 110 mglL 40.88 mg/L 157 SM 4500NH3 D 1.0
CHLORINE(TOTAL 49 PDIL 425 vat 314 SM 4500 CIG 10
RESIDUAL,TRC)
DISSOLVED OXYGEN 10.5 mglL 7.9 mg/L 157 Hach 10380 1.0
TOTAL HJELDAHL 1.90 mg&L 1.31 mg/L 12 EPA 351.2 0.25
NITROGEN moo
NITRATE PLUS NITRITE 38.3 mg/1. 25.1 mglL 12 EPA 353.2 0.05
NITROGEN
OIL and GREASE
PHOSPHORUS(Total) 5.70 mg/L 4.74 mg/L 12 Hach 8190 TNT 0.05
TOTAL DISSOLVED SOLIDS
(TDS)
-
OTHER
rot. - .. ,.
ENDcOF PARTS.
REFER TO THE APPLICATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-0&7550-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Walnut Hills Subdivision WWTP, NC0039527 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. Ail 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 a you have completed and are submitting:
0 Basic Application Information packet Supplemental Application Information packet:
p Part D(Expanded Effluent Testing Data)
p Part E(Toxicity Testing: Biomonitoring Data)
❑ Part F(Industrial User Discharges and RCRAICERCLA Wastes)
0 Part G(Combined Sewer Systems) .
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
I certify under penalty of law that this document and alt 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,end 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 R.Flechlner.PE.Executive Diregor
Signature •�IL4A•r —
Telephone number J910) .6669
Date signed s/3 i Ica 6
Upon request of the permitting authority,you must submit any other information necessary to assure wastewater treatment practices at the treatment
`arks or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 75504&7550-22. Page 9 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
•
•
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has(or is required
to have)a pretreatment program,or is o herwles 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 Info atlen required by the permitting authority for each outran through which
efOugnaskagsl. Do not include information on combined sewer overflows in this section. All information repotted must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition,these data must comply with ONOC requirements ol 40 CFR Part 136 and
other appropriate ONOC 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 to this form. Ata 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: (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL MLUMDL
Cone. Units Mass Units Cone. Units Mas Units of METHOD
Samples
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.I-SS). Replaces EPA forms 76808&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.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL MLIMDL
Conc. Units Mau Units Conc. Units Mass Units of METHOD
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
ACRYLONITRILE
BENZENE
•
BROMOFORM
CARBON
TETRACHLORIDE
CHLOROBENZENE
CHLORODIBROMO-
METHANE
CHLOROETHANE
2-CHLOROETHYLVINYL
ETHER •
CHLOROFORM
DICHLOROBROMO-
METHANE
1,1-DICHLOROETHME
1,2-0ICHLOROETHArE
TRANSI,2-0ICHLORO-
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:
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
❑ Yes ❑ No
F.2. Number of Significant Industrial Users(Sills)and Categorical Industrial Users(CIOs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non-categorical Sills.
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:
Mailing Address:
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
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.
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 0 Yes ❑ No
If subject to categorical pretreatment standards,which category and subcategory?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 18 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
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 D 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 0 No(go to F.12)
F.10. Waste transport. Method by which RCRA waste is received(check all that apply):
❑ Truck 0 Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
CERCLA(SUPERFUND)WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
❑ Yes(complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated(or will be treated)prior to entering the treatment works?
❑ Yes ❑ No
If yes,describe the treatment(provide information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent,describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
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:
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER 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 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) (Slate)
(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 0 CSO frequency
❑ CSO flow volume 0 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 (0 actual or 0 approx.)
b. Give the average duration per CSO event.
hours (0 actual or❑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:
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
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.S. CSO Operations.
Describe any known water quaky impacts on the receiving water caused by INs 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).
END OF PART G.
REFER TO THE APPUCATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 21 of 22

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Dally Daily Daily Daily Daily Daily Daily
1
2 4/1/2013 0.053 18 26 52
3 4/2/2013 0.049 18 17 33
4 4/3/2013 0.046 290 180 7 16 8 <2.5 5 <1 5 2.9 1.5
5 4/4/2013 0.041 15 31
6 4/5/2013 0.051 15
7 4/6/2013 0.04
8 4/7/2013 0.054
9 4/8/2013 0.058 18 30 38
10 4/9/2013 0.041 19 38 <1
11 4/10/2013 0.047 268 152 7.2 20 7.7 2.5 6 <1
12 4/11/2013 0.039 20 25
13 4/12/2013 0.051 21
14 4/13/2013 0.04
15 4/14/2013 0.053
16 4/15/2013 0.062 20 38 30
17 4/16/2013 0.045 21 28 4
18 4/17/2013 0.045 292 214 6.9 21 7.2 <2.5 4 <1
19 4/18/2013 0.042 22 26
20 4/19/2013 0.046 22
21 4/20/2013 0.046
22 4/21/2013 0.06
23 4/22/2013 0.058 18 36 40
24 4/23/2013 0.045 17 28 <1
25 4/24/2013 0.05 218 172 7.1 19 8 <2.5 4 <1
26 4/25/2013 0.046 20 37
27 4/26/2013 0.0519
28 4/27/2013 0.038
29 4/28/2013 0.051 _
30 4/29/2013 0.055 20 25 42
31 4/30/2013 0.048 20 26 6
32 5/1/2013 0.05 296 210 7.3 21 7.8 <2.5 4 <1
33 5/2/2013 0.043 21 34

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Dally Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Dally MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
34 5/3/2013 0.052 20 _
35 5/4/2013 0.038
36 5/5/2013 0.057
37 5/6/2013 0.058 20 20 28
38 5/7/2013 0.047 21 28 _ 1
39 5/8/2013 0.051 258 190 7 21 8 <2.5 4 <1
40 5/9/2013 0.039 22 _ 41
41 5/10/2013 0.047 22
42 5/11/2013 0.035
43 5/12/2013 0.059
44 5/13/2013 0.055 22 26 37
45 5/14/2013 0.044 22 18 _3
46 5/15/2013 0.05 255 152 6.8 22 6.6 <2.5 4 <1
47 5/16/2013 0.041 23 _ 29
48 5/17/2013 0.051 24
49 5/18/2013 0.04
50 5/19/2013 _0.052
51 5/20/2013 0.056 25 16 62
52 5/21/2013 0.045 25 33 28
53 5/22/2013 _0.051 300 228 7 25 6.5 <2.5 4.5 <1
54 5/23/2013 0.047 26 37
55 5/24/2013 _0.048 25
56 5/25/2013 0.038
57 5/26/2013 0.054
58 5/27/2013 0.051 H _
59 5/28/2013 0.051 24 17 <1
60 5/29/2013 0.054 268 224 7 24 16 7.4 <2.5 4.5 <1
61 5/30/2013 0.045 25 24
62 5/31/2013 0.053 25
63 6/1/2013 0.043
64 6/2/2013 0.057
65 6/3/2013 0.059 27 <10 I 60

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daly Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
66 6/4/2013 0.053 26 22 4
67 6/5/2013 0.055 318 150 7.2 26 7.7 <2.5 4.5 <1
68 6/6/2013 0.046 27 18
69 6/7/2013 0.072 27
70 6/8/2013 0.046
71 6/9/2013 0.053
72 6/10/2013 0.065 27 36 50
73 6/11/2013 0.051 28 18 2
74 6/12/2013 0.057 256 182 7.3 27 7.3 <2.5 5.5 <1
75 6/13/2013 0.048 28 43
76 6/14/2013 0.058 26
77 6/15/2013 0.045
78 6/16/2013 0.057
79 6/17/2013 0.057 27 20 33
80 6/18/2013 0.046 26 16 3
81 6/19/2013 0.059 239 176 7.3 27 6.7 <2.5 4.5 <1
82 6/20/2013 0.05 26 15
83 6/21/2013 0.057 25
84 6/22/2013 0.046
85 6/23/2013 0.062
86 6/24/2013 0.059 26 28 58
87 6/25/2013 0.051 26 18 3
88 6/26/2013 0.055 282 180 7 27 7.1 <2.5 4.5 <1
89 6/27/2013 0.048 27 19
90 6/28/2013 0.071 26
91 6/29/2013 0.058
92 6/30/2013 0.076
93 7/1/2013 0.077 26 22 63
94 7/2/2013 0.063 27 18 8
95 7/3/2013 0.066 242 194 7.2 28 7.7 <2.5 4.5 <1
96 7/4/2013 0.056 H
97 7/5/2013 0.066 28

'1 A E F G H I J K _ L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Dally Daily
1 _
98 7/6/2013 0.055
99 70/2013 0.064
100 7/8/2013 0.062 30 18 59
101 7/9/2013 0.052 _ 25 19 _ 1
102 7/10/2013 0.062 268 248 7.2 28 7.3 <2.5 5 <1 5 22.2 21.2
103 7/11/2013 0.056 _ 28 _ 31
104 7/12/2013 0.059 _ 29 _
105 7/13/2013 0.064
106 7/14/2013 0.078
107 7/15/2013 0.064 29 34 40
108 7/16/2013 0.054 30 18 .. 1
109 7/17/2013 0.055 218 170 6.9 29 7.4 <2.5 4.5 <1
110 7/18/2013 0.049 30 28
111 7/19/2013 0.055 29
112 7/20/2013 0.046 _ _
113 7/21/2013 0.062
114 7/22/2013 0.057 30 32 53
115 7/23/2013 0.05 30 38 _ 3
116 7/24/2013 0.057 315 242 7.1 28 7.5 <2.5 5 <1
117 7/25/2013 0.051 29 25
118 7/26/2013 0.058 1 28 _
119 7/27/2013 0.048
120 7/28/2013 0.052 _
121 7/29/2013 0.057 30 26 39
122 7/30/2013 0.052 J 29 32 1
123 7/31/2013 0.063 257 212 7.1 28 7.2 <2.5 5 <1
124 8/1/2013 0.063 28 83
125 8/2/2013 0.072 28
126 8/3/2013 0.048
127 8/4/2013 0.063
128 8/5/2013 0.06 _ 29 17 _ 53
129 8/6/2013 0.049 28 18 17

A E F G H I J K L M N 0 P Q R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
130 8/7/2013 0.055 274 228 7 27 7 <2.5 5.5 <1
131 8/8/2013 0.05 30 24
132 8/9/2013 0.046 28
133 8/10/2013 0.047
134 8/11/2013 0.064
135 8/12/2013 0.059 31 24 40
136 8/13/2013 0.051 30 <10 <1
137 8/14/2013 0.063 294 266 7.1 28 7.2 <2.5 6 <1
138 8/15/2013 0.05 27 _ 26
139 8/16/2013 0.064 26
-
140 8/17/2013 0.05
141 8/18/2013 0.068 _
142 8/19/2013 0.062 28 26 54
143 8/20/2013 0.054 30 34 12
144 8/21/2013 0.091 250 254 7 28 6.9 <2.5 5 <1
145 8/22/2013 0.053 28 _ 43
146 8/23/2013 0.063 28
147 8/24/2013 0.055
148 8252013 0.06
149 8/26/2013 0.061 26 18 49
150 8/27/2013 0.052 27 20 1
151 8/28/2013 0.056 292 358 7 27 7.1 <2.5 4 <1
152 8/29/2013 0.049 27 37
153 8/30/2013 0.054 27
154 8/31/2013 0.043
155 9/1/2013 0.059
156 9/2/2013 0.053 H
157 9/3/2013 0.063 30 22 9 30
158 9/4/2013 0.054 284 244 7.1 28 32 6.6 <2.5 4 <1 _
_159 9/5/2013 0.047 28 _ _ 28
160 9/6/2013 0.051 _ 27
161 9/7/2013 0.041

A E F 1 G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 84
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Dally Daily Daily Daily Daily Daily
1 _
162 9/8/2013 0.059 _
163 9/9/2013 0.062 27 32 55
164 9/10/2013 0.047 28 26 22
165 9/11/2013 0.052 294 260 6.9 27 6.8 <2.5 5 <1
166 9/12/2013 0.046 28 22
167 9/13/2013 0.046 28
168 9/14/2013 0.043
169 9/15/2013 0.056
170 9/16/2013 0.06 28 40 57
171 9/17/2013 0.045 26 33 26
172 9/18/2013 0.052 266 252 7 25 7.3 <2.5 4 <1
173 9/19/2013 0.049 26 25
174 9/20/2013 0.046 25
175 9/21/2013 0.041
176 9222013 0.059
177.9232013 0.061 25 32 56
178 9242013 0.042 24 21 1
179 9/25/2013 0.051 334 276 7 23 7.6 <2.5 4 <1
180 9/26/2013 0.045 _ 24 18
181 9272013 0.052 24
182 9/28/2013 0.039
183.9/29/2013 0.051
184 9/302013 0.061 24 34 37
185 10/1/2013 0.046 ..-130
24 30 2
186 1022013 0.052 80 248 7.4 24 7.8 <2.5 4 <1 5.3 31.5 30.4
187 10/3/2013 0.044 24 38
188.10/42013 0.049 24
189 10/52013 0.044
190 10/6/2013 0.055
191 10/7/2013 0.066 _ 26 31 38
192 10/8/2013 0.05 25 28 <1
193 10/9/2013 0.055 294 228 6.9 23 7.6 <2.5 4 <1

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L 8/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG& MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG& MG/L MG/L MG/L
Daily Daily Daily Dally Daily Daily Daily Daily Daily Daily Daily Daily
1
194 10/10/2013 0.055 22 14
195 10/11/2013 0.051 22
196 10/12/2013 0.032
197 10/13/2013 0.057
198 10/14/2013 0.059 24 38 46
199 10/15/2013 0.046 22 20 1
200 10/16/2013 0.051 256 188 7 23 7.6 <2.5 4 <1
201 10/17/2013 0.044 23 19
202 10/18/2013 0.051 24
203 10/19/2013 0.042
204 10/20/2013 0.054
_
205 10/21/2013 0.062 — 22 31 56
206 10/22/2013 0.046 23 20 1
207 10/23/2013 0.052 320 212 6.9 22 7.5 <2.5 4 <1
208 10/24/2013 0.045 20 30
209 10/252013 0.053 19
210 10/26/2013 0.04
211 10/27/2013 0.051
212 10/28/2013 0.057 20 42 32
213 10/29/2013 0.046 20 33 1
214 10/30/2013 0.051 295 202 7.1 20 8.2 <2.5 4 <1
215 10/312013 0.045 20 35
216 11/1/2013 0.047 22
217
217 1122013 0.049 _
218 11/3/2013 0.06
219 11/42013 0.062 19 28 11
220 11/5/2013 0.043 19 27 <1
221 11/6/2013 0.047 306 230 6.9 20 8.2 <2.5 4.5 <1
222 11/72013 0.045 21 19
223 11/8/2013 0.054 19
224 11/9/2013 0.04
225 11/102013 0.058

A E _ F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
226 11/11/2013 0.055 _ H _
227 11/12/2013 0.051 18 34 <1
228 11/13/2013 0.051 266 308 6.9 16 33 8.5 <2.5 4 <1
229 11/14/2013 0.041 15 14
230 11/15/2013 0.049 14
231 11/16/2013 0.043 _
232 11/17/2013 0.054 -
233 11/18/2013 0.056 20 15 27
234 11/19/2013 0.041 19 <10 <1
235 11/20/2013 0.054 312 224 7.4 17 8.3 <2.5 4 <1
236 11/21/2013 0.047 17 19
237 11/22/2013 0.046 18 _
238 11/23/2013 0.042
239 11/24/2013 0.057 _
240 11/25/2013 0.054 15 24 14
241 11/26/2013 0.044 15 30 1
242 11/27/2013 0.074 266 206 7.5 18 8 <2.5 4.5 <1 47
243 11/28/2013 0.055 - H -
244 11/29/2013 0.06 H
-
245 11/30/2013 0.048
246 12/1/2013 0.057 \ _
247 12/2/2013 0.06 _ 16 <10 34
248 12/3/2013 0.047 L 16 12 5
249 12/4/2013 0.05 342 280 7.3 17 8.6 <2.5 5 <1
250 12/5/2013 0.044 18 27
251 12/6/2013 0.051 _ 19
252 12/72013 0.041 -
253 12/8/2013 0.06
254 12/92013 0.062 - 16 18 17
255 12/10/2013 0.046 18 32 2
256 12/11/2013 0.056 X291 220 7.2 16 8.8 <2.5 4 <1
257 12/12/2013 0.049 14 12

A E F G H I J K L M N 0 _ P O R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOO 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG& Daily Daily MG/L MG/L MG& MG/L
Deily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
258 12/13/2013 0.053 13
359 12/14/2013 0.043
260 12/15/2013 0.064
261 12/16/2013 0.062 15 16 6 _
262 12/17/2013 0.048 15 24 <1
263 12/18/2013 0.053 302 188 7 15 8.9 <2.5 5 <1
264 12/19/2013 0.045 14 16
265 12/20/20130.048 18
266 12/21/2013 0.041
267 12/22/2013 0.061 _ _
268 12/23/2013 0.059 267 94 7.1 20 27 6.7 <2.5 6 <1 2 24 _
269 12/24/2013 0.053 H _
270 12/25/2013 0.06 H
271 12/26/2013 0.052 H
•272 12/27/2013 0.06 13 32
273 12/28/2013 0.047 -
274 12/29/2013 0.056
275 12/30/2013 0.057 16 22 _ 13
276 12/31/2013 0.051 344 240 7.2 16 <10 7.8 <2.5 5 <1 <1
277 1/1/2014 0.058 H
278 1/2/2014 0.05 15 36
279 1/3/2014 0.053 14
280 1/4/2014 0.048
281 1/5/2014 0.061
282 1/6/2014 0.062 16 19 27
283 1/7/2014 0.043 12 <10 2
284 1/8/2014 0.054 332 240 7.3 10 8.8 2.6 5.5 <1 5 33.2 31.6
285 1/9/2014 0.044 11 27
286 1/10/2014 0.052 12 _
287 1/11/2014 0.042
288 1/12/2014 0.064
289 1/13/2014 0.061 15 46 59

A E F G H I J K L M N 0 P Q R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Dally Daily Daily Daily Daily Daily Daily
1
290 1/14/2014 0.044 16 39 _<1
291 1/15/2014 0.052 -300 208 7.1 15 7.7 <2.5 6 <1
292 1/16/2014 0.046 14 26
_
293 1/17/2014 0.048 12
294 1/18/2014 0.044
295 1/19/2014 0.054
296 1/20/2014 0.059 H
297 1/212014 0.055 18 26 <1 33
298 1/22/2014 0.052 287 234 7.2 12 37 8.2 <2.5 6 <1
_299 1/23/2014 0.046 11 36 _
300 1/24/2014 0.048 9
301 1/25/2014 0.043
-
302 1/26/2014 0.058
303 1/27/2014 0.059 11 22 74
304 1/28/2014 0.043 350 212 7.1 10 25 7.8 2.8 6 <1 1
'305 1/29/2014 0.057 C "
306 1/30/2014 0.045 9 10
307 1/31/2014 0.056 9 _
308 2/1/2014 0.048 9
309 222014 0.052
310 2/3/2014 0.056 14 19 45
311 2/4/2014 0.042 13 14 <1
312 2/5/2014 0.053 319 214 7.5 13 7.5 7.7 8.5 <1
313 2/6/2014 0.059 13 16
314 2/7/2014 0.039i 12
315 2/8/2014 0.045
316 2/9/2014 0.06 _
317 2/10/2014 0.067 13 16 50
318 2/11/2014 0.049 11 12 <1
319 2/12/2014 0.061 244 154 7.8 )0 8.9 <2.5 5.5 <1
320 2/13/2014 0.058 9 14
321 2/14/2014 0.063 9

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L 6/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
322 2/15/2014 0.058
323 2/16/2014 0.063
324 2/17/2014 0.067 12 18 48
325 2/18/2014 0.056 12 22 <1
326 2/19/2014 0.059 298 218 7.5 14 8.9 <2.5 5.5 <1
327 2/20/2014 0.049 14 26
328 2/21/2014 0.055 16
_329 2/22/2014 0.046
330 2/23/2014 0.055
331 2242014 0.063 15 28 66
332 2/25/2014 0.043 15 22 2
333 2262014 0.05 280 190 7.3 14 8.9 <2.5 5 <1
334 2/27/2014 0.044 13 31
335 2/28/2014 0.049 12
336 3/1/2014 0.042
337 3/2/2014 0.059
338 3/3/2014 0.061 16 24 30
339 3/42014 0.046 12 34 <1
340 3/5/2014 0.049 333 240 7.2 12 9.2 <2.5 4 <1
341 3/6/2014 0.043 11 32
342 3/72014 0.078 12
343 3/82014 0.051
344 3/9/2014 0.051
345 3/10/2014 0.059 14 16 40
346 3/11/2014 0.047 15 22 <1
347 3/12/2014 0.054 321 244 7.4 16 8 <2.5 5.5 1.1
348 3/13/2014 0.045 15 48
349 3/142014 0.049 12
350 3/152014 0.042
351 3/16/2014 0.056
352 3/17/2014 0.065 15 20 34
353 3/18/2014 0.055 13 10 1

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8 '
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
354 3/19/2014 0.05 297 244 7.1 13 9.5 2.5 5 <1
355 3/20/2014 0.044 14 30
356 3/21/2014 0.05 14
357 3/22/2014 0.041
358 3/23/2014 0.055
359 3/24/2014 0.061 15 18 38
360 3/25/2014 0.047 15 25 4
361 3/26/2014 0.054 329 316 7.9 14 8.4 2.9 5 <1 •
362 3/27/2014 0.045 13 12
363 3/28/2014 0.056 14
364 3/29/2014 0.064
365 3/30/2014 0.084 _
366 3/31/2014 0.072 16 <10 47
367 4/1/2014 0.057 17 38 3
368 4/2/2014 0.055 314 206 7.1 17 8 3.3 5 1.2 4.6 27.8 25.9
369 4/3/2014 0.046 18 26
370 4/4/2014 0.05 19
371 4/5/2014 0.042
372 4/6/2014 0.054
373 4/7/2014 0.062 19 25 34
374 4/8/2014 0.048 20 22 19
375 4/9/2014 0.054 346 284 6.9 18 7.4 4.2 5 <1
376 4/10/2014 0.043 19 22
377 4/11/2014 0.052 19
378 4/12/2014 0.043
379 4/13/2014 0.054
380 4/14/2014 0.056 21 38 37
381 4/15/2014 0.051 22 36 1
382 4/16/2014 0.053 363 266 7 19 8.1 3 5 <1
383 4/17/2014 0.041 18 39
384 4/182014 0.049 AH
385 4/19/2014 0.072

A E F G H I .1 K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
386 4/20/2014 0.09 _
387 4/21/2014 0.076 17 37 52
388 4/22/2014 0.055 19 36 1
389 4/23/2014 0.06 262 154 7.3 20 7.6 <2.5 4 <1
390 4/24/2014 0.047 19 50
391 4/25/2014 0.054 19
392 4/26/2014 0.043
393 4/27/2014 0.058
394 4/28/2014 0.06 22 34 76
395 4/29/2014 0.049 23 34 1
396 4/30/2014 0.049 354 276 7.2 24 7.1 <2.5 5 <1
397 5/1/2014 0.053 24 27
398 5/2/2014 0.05 23
399 5/3/2014 0.042
400 5/4/2014 0.057
401 5/5/2014 0.052 23 <10 47
402 5/6/2014 0.046 24 28 8
403 5/7/2014 0.051 326 234 7.2 24 6.8 6.6 6 <1
404 5/8/2014 0.042 24 31
405 5/9/2014 0.049 24
406 5/10/2014 0.039
407 5/11/2014 0.051 -
408 5/12/2014 0.058 26 36 36
409 5/13/2014 0.046 26 28 9
410 5/14/2014 0.051 307 124 7.7 26 6.5 <2.5 5 <1
411 5/15/2014 0.043 26 32
412 5/162014 0.067 25
413 5/17/2014 0.051
414 5/18/2014 0.057
415 5/19/2014 0.056 23 18 6 56
416 5/20/2014 0.046 23 20
417 5/21/2014 0.058 6.8 23 7 <2.5 11 <1

A E F G H I J K L M N O P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
418 5/22/2014 0.044 341 254 24 22
419 5/23/2014 0.052 25
420 5/24/2014 0.04
421 5/25/2014 0.055
422 5/26/2014 0.048 H
423 5/27/2014 0.055 26 36 5
424 5/28/2014 0.055 322 246 7.3 26 21 7 <2.5 4 <1
425 5/29/2014 0.05 27 32
426 5/30/2014 0.042 26
427 5/31/2014 0.044
428 6/1/2014 0.055 _
429 6/2/2014 0.059 25 28 _ <1 35
430 6/3/2014 0.047 25 35 _
431 6/4/2014 0.055 281 182 7.1 26 7.4 <2.5 4 <1
432 6/5/2014 0.047 27 24
433 6/6/2014 0.051 26
434 6/7/2014 0.046 _
435 6/8/2014 0.053 _
436 6/9/2014 0.058 25 28 45 34
437 6/10/2014 0.05 28 30
438 6/11/2014 0.05 310 254 7 28 6.8 <2.5 4 <1
439 6/12/2014 0.044 28 37
440 6/13/2014 0.051 28
441 6/14/2014 0.047
442 6/15/2014 0.053
443 6/16/2014 0.054 28 28 3 52
444 6/17/2014 0.046 28 49
445 6/18/2014 0.049 418 204 7.5 28 7.1 <2.5 4 <1
446 6/19/2014 0.042 28 35
447 6/20/2014 0.054 28
448 6/21/2014 0.04 ,
449 6/22/2014 0.054 I

A E F G H I J K I. M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/1- MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
450 6/23/2014 0.058 29 42 19 40
451 6/24/2014 0.049 28 17
452 6/25/2014 0.055 305 298 7.3 28 6.8 <2.5 5 <1
453 6/26/2014 0.044 29 46
454 6/27/2014 0.05 29
455 6/28/2014 0.042
456 6/29/2014 0.076
457 6/30/2014 0.056 27 16 5 43
458 7/1/2014 0.049 28 32
459 7/2/2014 0.05 278 168 7.4 29 6.8 <2.5 4 <1 5.7 25.6 24.3
460 7/3/2014 0.046 29 36
461 7/4/2014 0.079 H
462 7/5/2014 0.054
463 7/6/2014 0.051
464 7/7/2014 0.056 28 23 2 41
465 7/8/2014 0.047 29 23
466 7/9/2014 0.053 266 132 7.4 29 7.9 <2.5 5 <1
467 7/10/2014 0.048 29 29
468 7/11/2014 0.057 28
469 7/12/2014 0.047
470 7/13/2014 0.055
471 7/14/2014 0.055 28 35 4 41
472 7/15/2014 0.051 29 38
473 7/16/2014 0.05 388 246 7.5 29 7.5 <2.5 4 <1
474 7/17/2014 0.068 28 32
475 7/18/2014 0.057 27
476 7/19/2014 0.047
477 7/20/2014 0.058
478 7/21/2014 0.06 28 36 9 50
479 7/22/2014 0.082 28 18
480 7/23/2014 0.076 233 196 7.3 28 6.8 <2.5 4 <1
481 7/24/2014 0.05 28 38

A E F G H I J ' K L M N 0 P 0 R S
Walnut Hills 'W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Deily Daily Daily Daily Daily Daily Daily
1
482 7/25/2014 0.07 28
483 7/26/2014 0.054
484 7/27/2014 0.056
485 7/28/2014 0.062 _ _29 34 12 36
486 7/29/2014 0.056 28 22
487 7/30/2014 0.052 302 202 7.4 28 7.3 <2.5 4 <1
488 7/31/2014 0.048 28 30
489 8/1/2014 0.055 27
490 8/2/2014 0.066
491 8/3/2014 0.069
492 8/4/2014 0.082 27 30 45 24
493 8/5/2014 0.062 26 20
494 8/6/2014 0.062 _334 280 7.2 28 7.3 <2.5 13 <1
495 8/7/2014 0.055 28 36
496 8/8/2014 0.054 27
497 8/9/2014 0.049
498 8/10/2014 0.069 _
499 8/11/2014 0.07 28 26 <1 53
500 8/12/2014 0.056 28 39
501 8/13/2014 0.057 260 _112 7.3 28 7.2 <2.5 5 <1
502 8/142014 0.05 28 25
503 8/15/2014 0.052 26
504 8/16/2014 0.05
505 8/17/2014 0.059
506 8/18/2014 0.061 _28 25 34
507 8/19/2014 0.049 26 44 5
508 8/20/2014 0.051 386 230 7.1 28 7.4 <2.5 4 <1
509 8/21/2014 0.049 29 28
510 8/22/2014 0.056 i 29
511 8/23/2014 0.066
512 8/24/2014 0.076
513 8/25/2014 0.063 27 22 2 41

A E F G H I .1 K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
514 8/26/2014 0.058 27 29
515 8/27/2014 0.053 219 330 7.5 26 7.5 <2.5 4 <1
516 8/28/2014 0.05 27 38
517 8/29/2014 0.051 27
518 8/30/2014 0.042
519 8/31/2014 0.059
520 9/1/2014 0.059 H
521 9/2/2014 0.061 29 32 5 47
522 9/3/2014 0.054 336 224 7.2 29 24 6.9 <2.5 4 <1
523 9/4/2014 0.049 29 28
524 9/5/2014 0.052 28
525 9/6/2014 0.051
526 9/7/2014 0.06
527 9/8/2014 0.078 28 20 4 62
528 9/9/2014 0.06427 30
_
529 9/10/2014 0.06 268 200 7.3 27 6.5 <2.5 4 <1
530 9/11/2014 0.049 27 31
531 9/12/2014 0.053 28
532 9/13/2014 0.103
533 9/142014 0.074
534 9/15/2014 0.068 26 34 _ 2 39
535 9/16/2014 0.054 27 28
536 9/172014 0.055 298 304 7.5 26 7.3 <2.5 4 <1
537 9/18/2014 0.057 26 _ 55
538 9/19/2014 0.056 25
539 9/20/2014 0.05
540 9/21/2014 0.059
541 9/22/2014 0.065 26 31 7 76
542 9/23/2014 0.05 25 28 _
543 9/24/2014 0.056 290 302 7.4 24 8 <2.5 2 <1
544 9/25/2014 0.051 _ 24 46
545 9/26/2014 0.056 _ 24

A E F i G H I J K I M N 0 P O R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
546 9/27/2014 0.047 _ _
547 9/28/2014 0.058
548 9/29/2014 0.062 25 32 1 40
549 9/30/2014 0.048 _ 25 26
_550 10/1/2014 0.054 524 -326 7.3 24 7.5 <2.5 3 <1
551 10/2/2014 0.05 25 _ 37
552 10/3/2014 0.05 _ 25
553 10/4/2014 0.045
554 10/5/2014 0.057 _
555 10/6/2014 0.06 '22 20 3 56
556 10/7/2014 0.053 23 31
557 10/8/2014 0.051 292 140 7.4 24 7.8 <2.5 3 <1 5 23.8 22.7
558 10/9/2014 0.044 24 43
559 10/10/2014 0.052 23
560 10/11/2014 0.045
-561 10/12/2014 0.058
562 10/13/2014 0.061 24 33 <1 50
563 10/14/2014 0.052 _ 26 30
564 10/15/2014 0.051 334 210 7.6 26 7.6 <2.5 3 <1
565 10/16/2014 0.059 24 _ 27
566 10/17/2014 0.05 23
567 10/18/2014 0.046
568 10/19/2014 0.056 -
569 10/20/2014 0.059 21 36 1 33
570 10/21/2014 0.05 22 34
571 10/22/2014 0.048 466 328 7.2 21 8.4 <2.5 2 <1
572 10/23/2014 0.047 _ _ 20 47
573 10/24/2014 0.051 20
574 10/25/2014 0.043
575 10/26/2014 0.059
576 10/27/2014 0.059 21 26 1 36
577 10/28/2014 0.047 21 32

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp C12 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
578 10/29/2014 0.05 260 75 7.5 22 8 <2.5 2 <1
579 10/30/2014 0.052 22 61
580 10/31/2014 0.045 20
581 11/1/2014 0.041
582 11/2/2014 0.055
583 11/3/2014 0.064 17 24 1 41
584 11/4/2014 0.047 17 35
585 11/5/2014 0.053 320 296 7.3 19 8.6 <2.5 2 <1
586 11/6/2014 0.046 20 34
587 11/7/2014 0.052 19
588 11/8/2014 0.045
589 11/9/2014 0.05
590 11/10/2014 0.061 18 34 3 28
591 11/11/2014 0.048 H
592 11/122014 0.059 391 258 7 20 24 7.7 <2.5 3 <1
593 11/13/2014 0.044 20 25
594 11/14/2014 0.05 18
595 11/15/2014 0.042
596 11/16/2014 0.051
597 11/17/2014 0.061 18 22 <1 28
598 11/18/2014 0.047 16 30
599 11/19/2014 0.05 300 254 6.8 15 9.3 <2.5 3 <1
600 11/20/2014 0.045 14 43
601 11/21/2014 0.049 14
602 11/22/2014 0.04
603 11/23/2014 0.056
604 11/24/2014 0.082 18 43 15 17
605 11/25/2014 0.047 19 31
606 11/26/2014 0.057 140 238 7.6 19 7.9 <2.5 3 <1 62
607 11/27/2014 0.073 H
608 11/28/2014 0.061 H
609 11/29/2014 0.044

A E F G H I J K L M N 0 P O R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Deily Daily Daily Daily Daily Daily Daily
1
610 11/30/2014 0.063 _
611 12/1/2014 0.062 16 32 <1 42
612 12/2/2014 0.045 16 27
613 12/3/2014 0.046 332 266 7.1 17 8.4 <2.5 3 0.4
614 12/4/2014 0.046 17 22
615 12/5/2014 0.051 16
616 12/6/2014 0.042
617 12/7/2014 0.061
618 12/8/2014 0.061 16 38 1 20
619 12/9/2014 0.045 15 37
620 12/10/2014 0.05 282 160 7.1 15 8.6 <2.5 3 <0.25
621 12/11/2014 0.042 14 46
622 12/12/2014 0.051 12
623 12/13/2014 0.04
624 12/14/2014 0.052
625 12/15/2014 0.061 13 36 <1 44
626 12/16/2014 0.046 14 22
627 12/17/2014 0.052 287 228 7 15 9.1 <2.5 3 0.39
628 12/18/2014 0.042 14 28
629 12/19/2014 0.048 13
630 12/20/2014 0.039
631 12/21/2014 0.05
632 12/22/2014 0.056 13 23 <1 34
633 12/23/2014 0.049 183 302 7.1 14 26 8.2 <2.5 4 0.33
634 12/24/2014 0.055 H
635 12/25/2014 0.129 H
636 12/26/2014 0.065 H
637 12/27/2014 0.06
638 12/28/2014 0.062
639 12/29/2014 0.059 17 40 1 20
640 12/30/2014 0.052 16 26
641 12/31/2014 0.053 525 450 7 14 8.6 <2.5 3 <0.25

A E F G H I J K I. M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
642 1/1/2015 0.051 H
643 1/2/2015 0.057 13
644 1/3/2015 0.047
645 1/4/2015 0.069
646 1/5/2015 0.064 16 28 <1 44
647 1/6/2015 0.055 15 22
648 1/7/2015 0.052 308 228 7.2 14 8.7 <2.5 3 <0.25 4.5 26.6 25.6
649 1/8/2015 0.048 11 31
650 1/9/2015 0.054 10 _
651 1/10/2015 0.047
652 1/11/2015 0.053
653 1/12/2015 0.061 14 22 5 53
654 1/13/2015 0.081 14 44
655 1/14/2015 0.056 489 312 7.2 13 9.5 <2.5 3 <0.25
656 1/15/2015 0.045 12 36
657 1/16/2015 0.052 12
658 1/17/2015 0.046 _
659 1/18/2015 0.057
660 1/19/2015 0.07 H
661 1/20/2015 0.057 14 34 <1 37 _
662 1/21/2015 0.054 294 162 7 14 26 10.5 <2.5 3 <0.25
663 1/22/2015 0.048 14 21 -
664 1/23/2015 0.053 13
665 1/24/2015 0.07
666 1/25/2015 0.078
667 1/26/2015 0.066 14 25 1 74
668 1/27/2015 0.051 13 18
669 1/28/2015 0.052 313 242 6.9 12 9.7 <2.5 3 <0.25
670 1/29/2015 0.046 12 29
671 1/30/2015 0.053 12
672 1/31/2015 0.041
673 2/1/2015 0.053

A E F G H I J K L M N O P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Dally MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Dally Daily Daily Daily
1
674 2/2/2015 0.063 15 28 1 38
675 2/3/2015 0.054 12 32
676 2/4/2015 0.049 323 224 7.3 12 10 <2.5 2 <0.25
-
677 2/5/2015 0.049 13 28
678 2/6/2015 0.052 10
679 2/7/2015 0.042
680 2/8/2015 0.056
681 2/9/2015 0.06 14 20 <1 88
682 2/10/2015 0.046 13 26
683 2/11/2015 0.049 404 274 7.1 12 9.8 <2.5 2 0.47
684 2/12/2015 0.043 13 23
685 2/13/2015 0.048 10
686 2/14/2015 0.039
687 2/15/2015 0.054
688 2/16/2015 0.058 9 20 2 22
689 2/17/2015 0.06 10 17
690 2/18/2015 0.059 295 186 7.5 10 10.1 <2.5 2 <0.25
691 2/19/2015 0.048 8 32
692 2/20/2015 0.053 7
693 2/21/2015 0.047
694 2/22/2015 0.058
695 2/23/2015 0.062 13 20 4 77
696.2/24/2015 0.055 _10 25
697 2/25/2015 0.07 308 230 7.2 10 9.6 <2.5 3 <0.25
698 2/26/2015 0.083 11 7
699 2/27/2015 0.064 9
700.2/28/2015 0.048
701 3/1/2015 0.055 _
702.3/2/2015 0.064 12 22 <1 32
703 3/3/2015 0.051 _ 12 40
704 3/4/2015 0.055 296 236 7.5 13 9.5 <2.5 3.5 <0.25
705 3/5/2015 0.051 16 49

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Pias Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L 8/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
706 3/6/2015 0.061 13
707 3/7/2015 0.047
708 3/8/2015 0.06
709 3/9/2015 0.066 14 23 3 25
710 3/10/2015 0.053 15 42
711 3/11/2015 0.059 318 224 7.2 17 8.4 <2.5 3 <0.25
712 3/12/2015 0.048 18 16
713 3/13/2015 0.059 16
714 3/142015 0.046
715 3/15/2015 0.065
716 3/162015 0.064 17 <10 <1 31
717 3/17/2015 0.052 18 30
718 3/18/2015 0.054 372 206 7.3 17 8.3 <2.5 3.5 <0.25
719 3/19/2015 0.049 17 20
720 3/20/2015 0.058 _ 15
721 3/21/2015 0.045
722 3/22/2015 0.056
723 3/23/2015 0.066 16 36 1 52
724 3/24/2015 0.05 16 26
725 3/25/2015 0.055 316 202 7 17 8.3 <2.5 2.5 <0.25
726 3/26/2015 0.055 19 18
727 3/27/2015 0.06 19
728 3/28/2015 0.058
729 329/2015 0.065
730 3/30/2015 0.057 15 39 1 18
731 3/31/2015 0.052 16 24
732 4/1/2015 0.054 347 238 7.2 17 8.6 <2.5 3 <0.25
733 4/2/2015 0.046 17 17
734 4/3/2015 0.047 H
735 4/42015 0.055
736 4/5/2015 0.059
737 4/6/2015 0.061 19 38 1 41

A E F G H I J K L M N 0 P G R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Dally Daily Daily Daily Daily
1
738 4/7/2015 0.05 19 44
739 4/8/2015 0.056 336 174 7.2 21 7.7 <2.5 4 <0.25 4.9 39.9 38.3
740 4/9/2015 0.052 20 11
741 4/10/2015 0.067 21
742 4/11/2015 0.05
743 4/12/2015 _0.056
744 4/13/2015 0.062 21 40 <1 46
745 4/14/2015 0.053 21 16
746 4/15/2015 0.05 350 290 7.2 22 7.8 <2.5 4 0.98
747 4/16/2015 0.045 20 20
748 4/17/2015 0.05 20
749 4/18/2015 0.051
750 4/19/2015 0.06
751 4/20/2015 0.064 22 20 7 19
752 4/21/2015 0.051 22 38
753 4/22/2015 0.056 279 186 7 22 7.7 <2.5 6.5 <0.25
754 4/23/2015 0.046 22 13
755 4/24/2015 0.053 20
756 4/25/2015 0.044
757 4/26/2015 0.054
758 4/27/2015 0.056 20 35 2 54
759 4/28/2015 0.046 20 35
760 4/29/2015 0.051 220 101 7.2 20 8.2 <2.5 <2 <0.25
761 4/30/2015 0.046 20 11
762 5/1/2015 0.044 19
763 5/2/2015 0.046
764 5/3/2015 0.059
765 5/4/2015 0.06 21 28 1 41
766 5/5/2015 0.048 28 25
767 5/6/2015 0.054 278 336 7.2 22 7.8 <2.5 2.5 <0.25
768 5/72015 0.048 22 26
769 5/8/2015 0.054 22 _

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8:
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
770 5/9/2015 0.047
771 5/10/2015 0.071
772 5/11/2015 0.14 23 31 6 19
773 5/12/2015 0.058 24 42
774 5/13/2015 0.053 269 196 7.2 24 7.4 <2.5 3 0.5
775 5/14/2015 0.051 24 24
776 5/15/2015 0.051 22
777 5/16/2015 0.047
778 5/17/2015 0.053
779 5/18/2015 0.059 24 37 11 43
780 5/19/2015 0.049 25 40
781 5/20/2015 0.057 294 256 7.2 26 6.8 <2.5 4 <0.25
782 5/21/2015 0.046 26 10
783 5/22/2015 0.057 24
784 5/23/2015 0.044
785 5/24/2015 0.053
786 5/25/2015 0.05 H
787 5/26/2015 0.056 25 36 3 30
788 5/27/2015 0.05 287 166 7.2 26 42 6.9 <2.5 3 <0.25
789 5/28/2015 0.047 26 14
790 5/29/2015 0.048 25
791 5/30/2015 0.041
792 5/31/2015 0.05
793 6/1/2015 0.056 27 26 4 28
794 6/2/2015 0.048 27 30
795 6/3/2015 0.074 296 278 C 26 7.1 <2.5 16.5 <0.25
796 6/4/2015 0.061 26 76
797 6/5/2015 0.056 25
798 6/6/2015 0.043
799 6/7/2015 0.058
800 6/8/2015 0.057 26 22 1 <10
801 6/9/2015 0.051 27 22

A E F G H I J K L M N 0 P Q R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Dairy Daily Daily Daily Daily Daily
1
802 6/10/2015 0.069 274 346 6.9 26 7.2 <2.5 3 <0.25
803 6/11/2015 0.057 27 15
804 6/12/2015 0.056 26
805 6/13/2015 0.05
806 6/14/2015 0.052 _
807 6/15/2015 0.051 29 26 2 16
808 6/16/2015 0.048 30 32
809 6/17/2015 0.042 383 282 7.2 30 6.6 <2.5 3.5 <0.25
810 6/18/2015 0.045 30 17
811 6/19/2015 0.061 28
812 6/20/2015 0.063
813 6/21/2015 0.061
814 6/22/2015 0.065 30 35 15 21
815 6/23/2015 0.054 30 27
816 6/24/2015 0.052 365 164 6.9 31 6.6 <2.5 3 <0.25
817 6/25/2015 0.063 29 17
818 6/26/2015 0.056 29
819 6/27/2015 0.051
820 6/28/2015 0.062
821 6/29/2015 0.068 29 44 48
822 6/30/2015 0.056 29 30 17
823 7/1/2015 0.053 304 212 7.2 29 7 <2.5 2.5 <0.25
824 7/2/2015 0.047 29 24
825 7/3/2015 0.049 H
826 7/4/2015 0.049
827 7/5/2015 0.055
828 7/6/2015 0.057 29 26 532 22
829 7/7/2015 0.053 29 26 34
830 7/8/2015 0.05 299 230 7.2 30 6.4 4.1 3 <0.25 4.95 33.6 32
831 7/9/2015 0.048 30 35
832 7/10/2015 0.054 29
833 7/11/2015 0.047

A E F G H I J K L M N 0 P G R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
834 7/12/2015 0.052
835 7/13/2015 0.057 30 38 4 53
836 7/14/2015 0.05 29 37
837 7/15/2015 0.049 259 306 7.2 30 6.8 <2.5 2 <0.25
838 7/16/2015 0.054 29 10
839 7/17/2015 0.054 29
MO 7/18/2015 0.049
841 7/19/2015 0.059
842 7/20/2015 0.055 30 30 25 30
843 7/21/2015 0.05 30 26
844 7/22/2015 0.053 350 316 7.3 30 6.7 <2.5 3.5 <0.25
845 7/23/2015 0.048 31 33
846 7/24/2015 0.051 29
847 7/25/2015 0.051
848 7/26/2015 0.056
849 7/27/2015 0.057 29 24 37 54
850 7/28/2015 0.05 29 38
851 7292015 0.051 277 214 7.3 29 7.1 <2.5 4 <0.25
852 7/30/2015 0.047 30 38
853 7/31/2015 0.055 29
854 8/1/2015 0.047
855 8/2/2015 0.056
856 8/32015 0.057 29 32 10 30
857 8/4/2015 0.053 29 33
858 8/5/2015 0.05 368 273 6.8 30 7 <2.5 3.5 <0.25
859 8/6/2015 0.047 30 34
860 8/7/2015 0.05 29
861 8/8/2015 0.052
862 8/9/2015 0.058
863 8/10/2015 0.059 28 26 3 27
864 8/11/2015 0.046 28 38
865 8/12/2015 0.062 344 220 7.5 28 7.3 <2.5 2.5 <0.25

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp C12 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #I100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
886 8/13/2015 0.051 29 39
867 8/14/2015 _0.066 28
868 8/15/2015 0.031
869 8/16/2015 0.05 _
870 8/17/2015 0.062 28 42 13 72
871 8/18/2015 0.047 28 26
-
872 8/19/2015 0.052 328 274 7.2 28 6.9 <2.5 4 <0.25
873 8/20/2015 0.061 29 _ 29
874 8/21/2015 0.051 28
875 8122/2015 _0.058 _
876 8/23/2015 0.052
877 8/24/2015 0.059 28 18 17 52
878 8/25/2015 0.048 28 32
879 8/26/2015 0.051 348 236 7.5 28 7.1 <2.5 3 0.62
880 8/27/2015 0.048 28 30
881 8/28/2015 0.053 27
882 8/29/2015 0.044 .
883 8/30/2015 0.052 _
884 8/31/2015 0.058 27 37 5 34
885 9/1/2015 0.062 28 28 _
886 9/2/2015 0.048 328 256 7 28 6.9 <2.5 3 <0.25
887 9/3/2015 _0.046 28 26
888 9/4/2015 0.049 28
889 9/5/2015 0.042
890 9/6/2015 0.055
891 9/7/2015 0.055 H _
892 9/8/2015 0.062 28 28 12 44
893 9/9/2015 0.06 294 354 7.1 28 34 6.9 <2.5 3 <0.25
894 9/10/2015 0.054 29 32
895 9/11/2015 0.055 28 f
896 9/12/2015 0.056
897 9/13/2015 0.056

A E F G H I J K L M N 0 P a R S
Walnut Hills W Hills E W HIVs W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
898 9/14/2015 0.061 26 33 16 37
899 9/15/2015 0.051 25 20
900 9/16/2015 0.048 307 246 7.2 25 7.5 _<2.5 3 <0.25
901 9/17/2015 0.043 26 30
902 9/18/2015 0.047 25
903 9/19/2015 0.044
904 9/20/2015 0.051
905 9/21/2015 0.056 27 33 4 60
906 9/22/2015 0.049 27 26
907 9/23/2015 0.048 315 270 7.5 26 7.2 <2.5 3 <0.25
908 9242015 0.046 26 41
909 9/25/2015 0.071 26
910 9/26/2015 0.064
911 9272015 0.062
912 9/28/2015 0.079 _ 26 33 14 65
913 9292015 0.055 27 35 _
914 9/30/2015 0.056 314 148 7.1 27 7.4 <2.5 3 <0.25
915 10/12015 0.081 26 46
916 10/2/2015 0.095 25
_917 10/3/2015 0.1304
918 10/4/2015 0.09
919 10/5/2015 0.1713 C
920 10/6/2015 0.138 23 22 5 38
921 10/7/2015 0.079 208 174 7.1 22 34 8 <2.5 2 <0.25 2.1 17.7 16.9
922 10/8/2015 0.064 23 45
923 10/9/2015 0.062 23
924 10/10/2015 0.055
925 10/11/2015 0.073
926 10/12/2015 0.073 23 30 5 56
927 10/13/2015 0.062 23 24 _
928 10/14/2015 0.063 23
929 10/15/2015 0.053 257 190 7.2 23 8 <2.5 2.5 <0.25 45

A E F G H I J K L M N 0 P Q R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1 _ _
930 10/16/2015 0.059 22
-
931 10/17/2015 0.043
932 10/18/2015 0.053
_933 10/19/2015 0.062 19 16 <1 66
934 10/20/2015 0.048 18 22
935 10/21/2015 0.056 292 204 7.2 20 8.3 <2.5 2 <0.25
936 10/22./2015 0.045 20 49
937 10/23/2015 0.054 20
_938 10/24/2015 0.043
939 10/25/2015 0.062 _ _ _
940 10/26/2015 0.057 22 32 <1 52
941 10/27/2015 0.046 21 37
942 10/28/2015 0.053 440 394 7.1 22 7.3 <2.5 3 _<0.25
943 10/29/2015 0.05 22 42
944 10/30/2015 0.052 22 _
945 10/31/2015 0.045
948 11/1/2015 0.055
947 11/2/2015 0.059 _ 23 22 <1 47
948 11/3/2015 0.062 23 40 _
949 11/4/2015 0.059 244 242 7 22 7.7 <2.5 3.5 <0.25
950 11/5/2015 0.05 - - 23 24
-
951 11/6/2015 0.052 23
952 11/7/2015 0.041
953 11/8/2015 0.057 _
954 11/9/2015 0.062 21 35 1 46
955 11/10/2015 0.087 220 490 7 22 26 8 <2.5 2 <0.25
956 11/11/2015 0.059 H
957 11/12/2015 0.056 21 _ 46
958 11/13/2015 0.056 20
959 11/14/2015 0.042
960 11/15/2015 0.052
-
961 11/16/2015 0.06 18 23 <1 62

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/12013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UGIL MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
962 11/172015 0.047 _ 18 28
963 11/182015 0.047 309 262 7.1 19 8.1 <2.5 2 <0.25
964 11/1912015 0.046 _ 21 37
965 11202015 0.079 20
966 11/21/2015 0.044
967 11/22/2015 0.061 _ _ J
968 11/23/2015 0.069 17 28 _ 1 43
969 11/24/2015 0.053 15 30
970 11/25/2015 0.05 281 +232 7 16 9.1 <2.5 5 <0.25 45
971 11/26/2015 0.054 H
972 11/27/2015 0.062 H
973 11/28/2015 0.054 _ .
974 11/29/2015 0.058
975 11/30/2015 0.06 19 30 1 57
976 12/1/2015 0.048 19 26
977 1222015 0.049 284 238 7.1 20 8 <2.5 3.5 <0.25
978 12/3/2015 0.043 19 49
979 12/4/2015 0.047 17
980 12/5/2015 0.036
981 12/6/2015 0.055
982 12/7/2015 0.059 _ 17 22 <1 35
983 12/8/2015 0.051 17 28
984 12/92015 0.05 307 _280 7.2 16 8.6 <2.5 2 <0.25
985 12/10/2015 0.046 17 46
986 12/11/2015 0.048 17
987 12/12/2015 0.044 _
988 12/132015 0.049
989 12/14/2015 0.057 19 23 <1 52
990 12/15/2015 0.048 20 26
991 12/16/2015 0.049 303 226 7.1 19 8.3 <2.5 3 <0.25
992 12/17/2015 0.043 20 30
993 12/18/2015 0.048 20

A E _ F G H I I J K L M N o P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L 1F/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1 _
994 12/19/2015 0.04
995 12/20/2015 0.048
996 12/21/2015 0.055 - 16 34 1 24
997 12/22/2015 0.047 420 348 7.2 18 17 7.9 2.9 4 <0.25
998 12/23/2015 0.062 - H
999 12/24/2015 0.066 H _
1000 12/25/2015 0.066 _ H
100112/26/2015 0.058
-
1002 12/27/2015 0.058 - _ _
100312/28/2015 0.059 22 36 1 50
100412/29/2015 0.069 _ 22 28
1005 12/30/2015 0.063 252 198 7.1 22 I 7.4 <2.5 2.5 <0.25
100612/31/2015 0.054 _ 22 - 41
1007 1/1/2016 0.065 H
10081/2/2016 0.063 _ _
1009 1/3/2016 0.059 _ _
10101/4/2016 0.062 16 28 <1 20
1011 1/5/2016 0.048 14 18 _
1012 1/6/2016 0.049 290 200 7.2 14 9.4 <2.5 <2 <0.25 4.8 32.4 31.1
1013 1/7/2016 0.048 14 40
1014 1/8/2016 0.057 15
1015 1/9/2016 0.043
1016 1/10/2016 0.061
10171/11/2016 0.058 r 16 22 <1 53
10181/122016 0.049 14 21
1019 1/13/2016 0.049 ,253 148 7.1 14 9 <2.5 3.5 <0.25
10201/142016 0.042 _ 13 43
1021 1/15/2016 0.052 r 13
1022 1/16/2016 0.053 _
1023 1/17/2016 0.056 7
1024 1/18/2016 0.059 H
10251/192016 0.058 i 12 32 <1 61

•
A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp Cl2 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
10261/20/2016 0.047 _276 194 7.2 12 24 10.1 <2.5 3 <0.25
10271/21/2016 0.046 _ 11 39
1028122/2016 0.048 11
10291/232016 0.065
1030 1/24/2016 0.065
1031 1/25/2016 0.064 11 24 <1 37
1032126/2016 0.046 12 28
1033 1/27/2016 0.053 265 178 7.2 14 9.5 <2.5 3 <0.25
10341/28/2016 0.043 13 63
1035 1/29/2016 0.053 13
1036 1/30/2016 0.04
1037 1/31/2016 0.053
1038 2/1/2016 0.057 _ 14 18 <1 70
1039 22/2016 0.045 15 35
1040 2/3/2016 0.048 308 216 7.2 17 8.7 <2.5 3.5 <0.25
10412/4/2016 0.068 17 40
1042 2/52016 0.095 16
1043 2/6/2016 0.056 _
1044 2/7/2016 0.075
1045 2/8/2016 0.102 12 26 <1 39
1046 2/9/2016 0.064 _ 13 18
1047 2/10/2016 0.065 236 166 7.2 12 10 <2.5 2 <0.25
1048 2/112016 0.058 11 55
1049 2/12/2016 0.062 11 -
1050 2/13/2016 0.049 _
10512/14/2016 0.061 _ _
1052 2/15/2016 0.064 _ 10 25 2 51
1053 2/16/2016 0.057 13 34
1054 2/17/2016 0.063 267 _202 7.2 14 9.5 <2.5 3.5 <0.25
1055 2/18/2016 0.054 13 36
1056 2/192016 0.057 12
1057 2/20/2016 0.051

F A E F G H 1 I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp 012 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2 8
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
1058 2/21/2016 0.06
1059 2/22/2016 0.065 16 18 <1 54
1060 2/23/2016 0.052 16 28
1061 2/24/2016 0.059 256 316 7.2 18 8.2 <2.5 2.5 <0.25
1062 2/25/2016 0.057 16 2 47
1063 2/26/2016 0.059 15
1064 2/27/2016 0.05
1065 2/28/2016 0.064 _ _
—
1066 2/29/2016 0.067 15 34 4 47
1067 3/1/2016 0.053 15
1068 3/2/2016 0.054 329 198 7 17 29 8.8 <2.5 3 <0.25
1069 3/3/2016 0.052 15 49
1070 3/4/2016 0.064 14
1071 3/5/2016 0.055 _ _
1072 3/6/2016 0.059
1073 3/7/2016 0.065 _ _ 14 21 1 57
1074 3/8/2016 0.05 16 26
1075 3/9/2016 0.052 290 212 7.2 17 8.2 <2.5 3 <0.25
1076 3/10/2016 0.054 18 41 _
1077 3/11/2016 0.047 18
1078 3/12/2016 0.051
1079 3/13/2016 0.056
1080 3/14/2016 0.064 20 44 1 35
_10813/15/2016 0.051 20 30
1082 3/16/2016 0.059 346 144 7.7 21 7.8 <2.5 3 <0.25
1083 3/17/2016 0.047 21 33
1084 3/18/2016 0.06 _20 _
1085 3/19/2016 0.044
1086 3/20/2016 0.061 _
1087 3/21/2016 0.059 17 14 1 37
. 1088 3/22/2016 0.051 16 28 _
,1089 3/23/2016 0.053 367 268 7.1 17 8.6 <2.5 3 <0.25

A E F G H I J K L M N 0 P 0 R S
Walnut Hills W Hills E W Hills W Hills I W Hills W Hills E W Hills E W Hills E W Hills E W Hills W Hills E W Hills E W Hills W Hills E W Hills E W Hills E
Daily Flow Mgd I Solids E Temp C12 Diss Solids E Ammonia Fecal PF Phos Nitrogen NO2&
4/1/2013- MGD BOD 5 TSS pH Lab Water C Residual Oxygen TSS BOD 5 MG/L #/100ML Alkalinity Total Wet N Tot NO3
3/31/2016 Daily MG/L MG/L S.U. Degrees C UG/L MG/L MG/L MG/L Daily Daily MG/L MG/L MG/L MG/L
Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily Daily
1
1090 3/24/2016 0.046 18 44
10913/25/2016 0.052 H _
1092 3/26/2016 0.055
1093 3/27/2016 0.057
1094 3/28/2016 0.064 20 32 1 36
1095 3/29/2016 0.051 20 25
1096 3/30/2016 0.053 286 174 7.1 19 8.5 <2.5 3 <0.25
1097 3/31/2016 0.047 20 42
1098 Sum 59.482 47,737 36,223 1,120.9 15,852 <8,644 1,235.6 <407.6 <627.5 <106.74 <1,347 <11,363 56.85 317.2 301.5
1099 Avg 0.054 304 231 21 <28 7.9 <2.6 <4.0 <0.68 <3 <37 4.74 26.4 25.1
1100 Max 0.171 525 490 7.9 31 49 10.5 7.7 16.5 1.20 532 88 5.70 39.9 38.3
1101 Min 0.031 140 75 6.8 7 <10 6.4 <2.5 <2.0 <0.25 <1 6 2.10 2.9 1.5
1102 GMean <3
1103 Count 1096 157 785 314 157 157 157 157 159 12 12 12

_ T U_ V W X V Z AA AB
W Hills W Hills W Hills W Hills -W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
2 2980 3150 2930 4680 5340 4020
3
4 1.4 2.3
5 2870 3250 2900 4180 5040 4300
6
7
8
9 3410 3380 3050 5260 5020 3940
10
11
12 1.6 2640 2980 2620 3460 5180 3580
13
14
15
16 2000 3010 2700 2720 5720 5060
17
18
19 2800 2940 2710 4160 4600 3700
20
21
22
23 2680 3000 2720 4380 4900 5920
24
25
26 2670 3180 2670 4180 5500 2260
27
28
29
30 2860 3370 2710 4820 4540 4600
31
32
33 2780 3150 2670 3420 4820 5440

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MISS 1 MISS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
34
35
36
37 2760 2940 2640 3620 4800 3660
38
39 1.7
40 2550 2740 2800 4320 4840 5400
41
42
43
44 2790 2450 2560 4420 4040 3480
45
46
47 2160 2300 2490 5800 4120 3400
48
49
50
51 2440 2170 2510 6300 3560 3880
—
52
53
54 1.8 2770 2180 2430 4360 3340 2960
55
56
57
58 H H H H H H
59
60
61 2760 2050 2420 3980 3880 3800
62
63
64
65 2550 2020 2520 3980 3280 3200

_ T U V W X Y 2 AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS % MG/L MG/L MG/L MG/L MG/L MG/L
Daily
66
67
68 1.7 2560 1870 2250 4240 3880 3360
69
70
71
72 2240 2160 2260 2660 4280 2420
73
74
75 2510 1510 2330 4580 3020 1160
76
77
78
79 3210 2050 2020 3600 4780 3760
80
81
82 2780 2090 2010 4360 2780 3260
83
84
85
86 2570 2160 1960 3740 3000 2880
87
88 1.7
89 2560 2240 2050 4180 4520 4340
90
91
92
93 1780 2400 2080 3700 4920 3200
94
95
96 H H H H H H
97

T U V W X V Z AA A8
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MGI. MG/L MG/L MG/L MG/L
Daily
1
98
99
100 3130 2310 2200 4740 4060 4360
101
102 1
103 3020 2360 2160 5020 5320 4620
104
105
106
107 2570 2340 2120 3460 3620 3580
108 1.7
109
110 3110 2410 2320 4620 3540 4700
111
112
113
114 2630 2090 2140 4680 4280 3880
115
116
117 2790 1880 2180 4420 4460 3660
118 1.5
119
120
121 2840 2040 2400 5040 4380 4440
122
123
124 2570 1860 2140 4620 4000 2480
125
126_
127
128 2500 2100 2550 3360 3440 5200
129

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Dally
130 1.5
131 _ 2840 1850 2360 3140 3800 3900
132
133
134
135 2660 1940 2430 3420 3300 3680
136
137
138 2500 990 1940 3280 4000 3260
139
140
141
142 2630 2520 1820 3940 5400 2500
143
144
145 1.7 2140 2330 1770 2180 5620 2740
146 _ _
147
148
149 2350 2400 1850 4140 4380 5620
150
151
152 2400 2230 1890 5100 4800 3520
153
154
155
156
157 2340 2390 2280 2860 4620 3800
158
159 2230 2190 2110 2800 5140 2920
160
161

T U V W X Y 2 AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MISS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Deity
1
162
163 2430 2020 1940 3400 3400 3140
164 1.6
165
166 2530 1940 1960 3440 3340 3100
167
168
169
170 2680 2040 2100 3420 3220 4740
171
172
173_ 2320 1570 1740 3840 3240 2180
174
175
176
177 2500 1790 1940 3500 4180 2900
178
179
—180 2550 1800 1980 3700 3060 4580
_181
182
183
184 2770 1830 1970 4020 3220 3960
185 1.7
186 1.1
187 2540 1910 1900 3980 4720 2960
188
189
190
191 2580 2160 1980 3660 3600 4520
192
193

I T U V W X Y Z ' AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
194 2560 2020 1900 2200 5060 3960
195
196
197
198 2740 2410 2490 4840 5500 '5100
199
200
201 1.6 2530 2070 1850 3180 4580 2500
202 _
203
204
205 2630 2270 1910 3520 3860 3740
206
207
208 2690 1970 1830 3700 3580 3420
209
210_
211
212 2630 2270 1900 4420 4140 5180
213
214 _
215 2540 2020 1800 3840 3840 3400
216
217-
218
219 1.9 3050 2400 2110 5180 6360 4040
220
221
222 2660 2140 1830 4080 5920 5960
223_
224
225

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
226
227 2490 2350 1890 4260 4120 5460
228
229 2440 2360 1510 4620 6120 1060
230
231
232
233 3110 2790 2090 5100 6300 2920
234
235 1.8
236 2900 2630 2210 4900 5440 5200
237
238
239
240 2820 2490 2300 4500 5560 3860
241
242 2750 2380 2330 4440 3940 3940
243
244
245
246
247 2870 2560 2430 4480 4300 3660
248 1.8
249
250 2790 2350 2520 6160 5760 4280
251
252
253
254 2790 2550 2590 4600 4200 6060
255
256
257 2520 2470 2470 4280 5260 5020

T U I V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
258
259
260
261 2450 2650 2620 4840 5840 5360
262
263 2
264 2690 2390 2480 4460 4300 3380
265
266
267
268 2590 2460 2440 4320 5420 5260
269
270
271 _
272
273
274
275 r 1030 2760 2820 4180 4760 4820
276
_277
278 1.9 2690 2590 2550 4080 4560 4820
279
280
281
282 3260 2690 2830 5800 5300 5320
283
284 1.6
285 2750 2370 2300 5700 )3840 2960
286
287
288
289 2910 2680 2640 5080 '5700 4860

_ T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
290
291 2
_292 2490 2410 2350 4260 5300 5840
293
294
295
296
297 _ 2700 2540 2460 4840 5960 5360
298
299 2570 2610 2420 4460 4740 7140
300
_301
302
303 2740 2760 2640 4520 5960 3940
304
305
306 2650 2730 2730 5180 6560 4400
307 1.9
308
309
310 3270 2970 2830 5300 8520 6420
311
312
313 2670 2890 2590 5000 6340
314
315
316
317 2660 3040 2330 4660 5960 6260
318 1.8
319
320 2960 2900 2480 5340 5280 4680
321

T U V W X Y Z PA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
322
323
324 3100 2630 2660 4780 5500 4060
325
326
327 2820 2440 2590 5120 5400 4060
328
329
330
331 1.4 3180 2760 2800 4920 5920 4500
332
333
334 2990 2400 2810 4460 4120 4340
335
336
337
338 3220 2480 2590 4580 5480 6040
339
340
341 2900 2390 2490 4180 5160 4060
342 1
343
344
345 2780 2760 - 2740 4180 5560 6620
346
347
348 2500 2580 2560 3780 4880 4360
349
350
351
352 2440 2880 2810 3780 4940 4460
353 1.5

T U V W X V 2 AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
354
355 2300 2890 2680 3820 4860 4320
356
357
358
359 2240 2820 2280 3020 4860 3360
360
361
362 2130 2930 2630 4040 4520 2640
363
364
365
366 2550 3160 2670 4580 3780 3900
367
368 1.9 1.5
369 2380 2240 2720 4060 3940 5760
370
371
372
373 2240 2170 2680 3760 3520 2040
374
375
376 2530 2140 2520 2320 3600 3640
377
378
379
380 2840 2300 2510 3680 4040 3460
381 1.5
382
383 2780 2250 2560 3200 3600 3640
384
385

_ T U _V W X Y Z AA - AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MGIL MG/L MG/L MG/L
Daily
1
386
387 2610 2420 2630 4200 4220 3120
388
389
390 2400 2500 2630 3940 4460 4680
391 1.5
392
393
394 2540 2600 2530 4120 4480 5120
395
396
397 2600 2400 2450 4200 4780 3700
398
399
400
401 _ 2560 2550 2640 5360 5240 5080
402
403
404 1.7 2300 2200 2520 3380 4340 4300
405
406-
407
408_ 2470 1990 2540 3380 3940 4920
409
410
411 2300 1880 2510 4060 4220 3720
412
413
414
415 2270 1900 2370 4180 4520 8240
416
417

T U V W XY 2 AA �AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS 36 TVS MG/L MG/L MG/L MG/1_ MG/L MG/L
Daily
1
418 2210 1930 2360 3800 4120 1780
419
420-
421
422
423
424 1.8
425 2630 2020 2380 4140 4240 3020
426
427
428
741-
29 2580 1830 2450 4160 4720 3540
430
431
432 2380 1900 2210 4080 4580 5120
433
434
435
436 2620 1990 2280 4100 4300 4420
437
438
439 2340 1950 2190 4320 4620 3660
440 1.7
441
442
443 2580 2080 2280 4880 4480 4780
444
445
446 2260 2080 2110 3600 4080 4620
447
448
449

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Deity
1
450 2540 2200 2050 3720 5020 3120
451
452
453 2270 2100 1920 3380 4200 2980
454 1.4
455
456
457 _ 2430 1680 2110 4160 5180 3020
458
459 1.3
460 2480 2190 2030 3540 4640 2610
461
462
463
464 2540 2250 2140 3940 4720 4180
465
466
467 2510 2050 1940 3480 4360 5180
468 1.5
_469
470
471 2480 2150 2030 3260 4180 3000
472
473
474 2380 1960 1990 3660 4660 3120
475
476
477
478 2630 2190 1970 3980 4440 3680
479
480
481 2290 2030 1750 3440 4650 3380

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MGIL MG/L
Daily
1
482 1.5
483
484
485 2550 2270 1870 3260 4760 2660
486
487
488 2190 2010 1780 3240 6020 4500
489
490
491
492 2300 2090 1850 3440 6280 2700
493
494
495 2480 2040 1950 3320 6200 4420
496
497
498
499 1.6 2460 1960 1970 3820 8140 6160
500
501
502 2420 2070 1960 3880 4320 3240
503
504
505
506 2530 2090 2160 3960 4760 4120
507
508
509 2550 2060 2160 3160 4660 5820
510
511
512
513 2640 2140 2110 3520 4920 5000

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
514
515
516 2360 2150 2170 4160 4720 3120
517 1.4
518
519
520
521 2400 2320 2330 4060 5160 5200
522
523 2250 2150 2150 3880 5200 5180
524
525.
526
527 2210 2310 2270 4160 5460 6400
528
529
530 1690 2140 2150 2860 5500 2740
531
532
534 1.7 2300 2240 2340 4260 4940 5880
535
536
537 2240 2050 2150 3560 4740 3380
538
539
540
541 2580 2260 2340 4240 5180 5200
542
543
544 2500 1970 2170 3720 3980 3780
545

_ T U V W X Y 2 AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/ MG/L
Daily
1
546
547
548 1.7 2620 2150 2390 4100 4780 3460
549
550
551 2420 1950 2160 4360 4680 5480
552
553
554
555 2550 2100 2170 3760 4780 5500
556
557 1.1
558 2400 1940 2130 _4380 4740 2580
559
560
561
562 2700 2070 2210 5100 4320 4820
563
564 1.4
565 2750 1960 2200 3840 4500 5240
566
567
568
569 2830 2100 2020 3960 5000 5500
570
571
572 3130 2260 2310 4440 4790 3920
573
574
575
576 2830 2260 2320 3840 5020 3760
577

TU V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
578
579 1.2 2740 2420 2380 4000 5340 4140
580
581
582
583 2910 2440 2440 4260 5360 4460
584
585 _
586 2990 2450 2440 4280 6140 6660
587
588
589
590 2930 2490 2430 4480 5820 4300
591
592
593 _ 2290 2110 1930 4040 5260 3420
594 1.9
595
596 _
597 2770 2340 2300 4540 5420 3700
598
599
600 2740 2400 2250 4520 5640 3620
601
602
603
604 2860 2790 2570 3980 4840 1700
605
606 2900 2610 2440 4940 5340 7180
607
608
609

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MGA. MG/L
Deily
1
610
611 2 3030 2730 2410 6480 5600 4040
612
613
614 2890 2460 2540 4920 5340 4520
615
616
617
618 2960 2710 2690 4820 6020 4960
619
620
621 2670 2210 2200 5000 5280 3400
622
623
624
625 2680 2510 2210 4940 5920 7280
626
627 2
628 2670 2470 2430 5280 5620 4920
629
630
631
632 2770 2740 2750 5480 6680
633 5600
634
635
636
637
638
639 1.6 2830 3130 2870 4480 6060 7040
640
641

IT U V W X Y Z AA AB
W Hills W Hills 'W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
642
643
644
645
646 2680 2780 2840 4440 5340 3140
_647 ,
648 1
649 2540 2550 2510 4560 5120 3920
650
651
652
653 2850 3210 2870 4520 5140 5940
654 1.9 85.6
655,
656 2500 3010 2600 4840 4660 8250
657
658
659
660
661 3000 3160 2840 4540 5600 4480
662
663 2400 2990 2570 3560 5800 6060
664
665
666
667_ 1.6 86.2 2820 3210 2830 4680 6240 4840
668
669
670 2340 2890 2650 3800 6060 6400
671
672
673

T U V W X V Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
674 2680 3050 2950 3540 6300 5480
675
676
677 1.5 85.5 2670 2900 2680 3880 5840 5060
678
679
680
681 2760 3240 3000 4540 5780 5060
682
683
684 2470 2920 2830 3960 5640 4920
685
686
687
688 2900 3120 2780 3680 5080 4520
689 1.5 85.9
690
691 2840 3050 2910 3640 5120 3820
692
693
694
695 2860 3250 3320 3940 5020 4120
696
697
698 2460 3000 2950 3820 5080 5320
699 1.4 86.4
700
701
702 2830 3360 2980 4280 5640 4060
703
704
705 3000 3120 2830 4480 5060 7180

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
706
707
708 _
709 1.2 86.6 2900 3170 2760 4060 4580 3500
710 _
711
712 2670 2740 2840 3900 3900 3780
713 1.2 86.1
714
715
716 2720 2870 2510 3340 4480 3320
717
718
719 2530 2760 2370 3420 4020 2420
720 1 84.4
721
72-2-
723 _ 2530 2890 2410 3580 4040 2880
724
725
726 2300 2810 2410 3560 3960 5720
727
728
729
730 2670 2940 2460 3080 3640 3120
731 1.3 86
732
733 2350 2780 2430 2960 3860 4300
734
735
736
737 1 ,2320 2670 2430 3000 3760 2500

T U V W X V Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
738
739 1.6
740 2470 2370 2370 3660 4060 5200
741
742 _
743
744 2420 2690 2400 3240 4700 4340
745 1.4 84.7
746
747 2400 2370 2460 3000 3460 2720
748
749
750
751 2360 2410 2550 3000 3320 2480
752
753
754 2300 2320 2570 3240 3800 1760
755
756
757
758 2910 2550 2760 3760 3640 3060
759 1.2 69
760
761 2340 2160 2460 3360 3320 2940
762
763
764
765 2410 2300 2620 3360 3880 3960
766
767
768 2300 2110 2580 2960 3860 3760
769 0.9 82

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Deily
1
770
771
772 2450 2140 2640 4200 4640 4740
773
774
775 2260 1750 2400 3620 4240 3280
776
777
778
779 2240 1710 2270 3260 3600 2800
780
781
782 2180 1620 2060 3620 3740 3060
783 1.2 80.8
784
785
786
787 2230 1670 2180 3000 3700 2180
788
789 2070 1730 2230 3200 3380 3440
790
791
792
793 2310 1710 2320 3120 3880 2880
794
795
796 2280 1650 2200 3240 3400 5400
797
798
799
800 2270 1710 2260 3360 3880 4780
801

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
802
803 2240 1720 2280 3240 3780 3120
804
805
806
807 2270 1800 2610 3260 4460 3340
808 1.2 79.7
809
810 2350 1660 2450 3040 3260 3380
811
812
— —
813
814 2340 1680 2640 3800 3940 6020
815
816
817 2090 1500 2310 3220 3180 3160
818
819
820
821 2430 1740 2600 3840 4580 4260
822
823
824 1.4 78.6 2240 1830 2460 4440 4260 4320
825
826
827
828 2330 1630 2450 4240 4060 4380
829
830 1.6
831 2160 1910 2290 5260 4180 2940
832
833

T U V W X V Z M AS
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
834 _
835 2510 2380 2030 4220 5040 3360
836
837
838 2460 2610 2350 4100 5480 3980
839
840 _
841
842 3990 2890 2300 4180 5120 4160
843 1.5 78.7
844
845 2420 3020 1420 3940 6460 1160
846
847
848
849 2390 3080 1660 3380 6760 3420
850
851
852 2390 2940 1700 3360 5060 3080
853
854
855
856 2530 2960 1950 3580 5100 6500
857
858 1.3 80.3
859 2400 2640 1990 3940 5380 4300
860
861
1862
863 3410 2830 2130 3340 5630 2440
864
865

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
866 2280 2600 1980 3700 4860 3640
867
868
869
870 2560 2600 2270 4000 5160 4980
871 1.3 80.4
872
873 2490 2410 2180 4940 4640 4000
874
875
876
877 2670 2400 2410 3800 4880 4780
878
879
880 2430 2250 2230 4580 4620 4900
881
882
883 _
884 2430 2420 2300 3680 4720 2580
885 1.4 80.6
886
887 2480 2300 2330 4040 4680 3560
888
889
890
891
892 2470 2200 2270 3900 4520 3940
893
894 2300 2130 2240 3760 4420 5080
895
896
897

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills i W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
898 2650 2300 2430 4040 4880 3220
899 1 78.3
900
901 2510 2240 2250 4240 4620 5960
902
903
904
905 2640 2400 2410 4020 4640 3280
906
907
908 2530 2120 2180 3820 4320 2760
909
910
911
912 1.4 81.2 2790 2460 2380 4000 4640 4420
913 _
914
915 2590 2320 2300 4420 4360 3620
916
917
918
919
920 2530 2530 2260 4980 4460 4720
921 0.82
922 2710 2440 2140 5720 4920 6060
923
924
925
926 2790 2430 2520 4860 4880 3760
927
928
929 2690 2250 2410 4540 4900 3120

T U V W X V 2 AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
930 1.4 78.6
931
932
933 2630 2580 2540 4360 5420 3860
934
935
936 2550 2420 2470 4860 5700 5820
937
938
939
940 2540 2420 2490 3900 4940 4440
941
942
943 2380 2380 2430 4680 5380 3980
944
945
946
947 2540 2450 2660 3920 5480 4140
948
949 1.8 78.8
950 2460 2430 2640 6820 5700 4280
951
952
953
954 2450 2510 2630 5100 5260 3740
955
956
957 2480 2390 2570 6360 5440 3560
958
959
960
961 2430 2490 2850 5700 6240 5580

T U V W X V Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Deily
1
962
963 1.4 76.4
964 2220 2130 2630 5520 6240 5500
965
966
967
968 2750 2640 3250 5480 7060 7540
969
970 2520 2770 3180 7980 6680 3380
971
972
973
974
975 3130 3160 3460 4220 8390 3500
976
977 1.6 75.7
978 2760 2650 3010 4320 6900 5680
979
980
981 __
982 2920 2770 3030 4240 6860 3560
983
984 - _
985 2550 2600 2930 4080 6800 4200
986
987
988 _
989 2780 2860 3090 4120 7260 4060
990
991 1.6 76.9
992 2400 2310 2670 3760 6160 5860
993

T U V W X V 2 AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG& %TS %TVS MGA_ MG/L MG/L MG/L MG/L MG/L
Daily
1
994
995 _
996 2510 2450 2710 3320 5860 4000
997
998
999
1000
1001
1002
1003 2960 2500 2750 3800 8320 3520
1004
1005 1.2 76.3
1006 2860 2440 2630 4560 5680 3420
1007
1008
1009
1010 3350 2870 2930 4980 5900 3560
1011
1012 1.3
1013 2710 2390 2410 4260 4840 4400
1014
1015
1016
1017 2970 2510 2550 4180 5080 3580
1018
1019
1020 2900 2500 2320 4600 5320 4440
1021 2 79.9
1022
1023
1024 _
1025 2820 2650 2420 5560 5000 5100

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
1026
1027 2800 2550 2350 4900 5120 6560
1028
1029
1030
1031 3230 2720 2470 5000 5000 4420
1032
1033 _
1034 3130 2600 2390 4820 5020 4540
1035 1.5 77.9
1036
1037
1038 3250 2580 2440 4980 5240 3540
1039
1040 _
1041 3570 2510 2470 6540 5820 3740
1042
1043
1044
1045 3320 42680 2570 5000 5680 2680
1046
1047
1048 3110 2810 2590 5540 6420 5720
1049 1.3 78.4
1050
1051
1052 3170 2820 2610 4980 6660 2820
1053
1054
1055 2890 2830 2620 5540 6680 2940
1056
1057

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
1058
1059 3640 2860 2690 4720 7180 2860
1060
1061 1.4 78.9
1062 3300 2900 2740 5160 7420 4160
1063
1064
1065
1066 3390 3120 2800 4940 7260 6080
1067
1068
1069 3260 2820 2500 4740 6460 6360
1070
1071
1072
1073 3290 2890 2590 4700 6560 3520
1074
1075 1.5 79.6
1076 3380 3000 2750 4840 6300 8500
1077
1078
1079
1080 3160 2980 2530 4260 6120 4160
1081
1082
1083 3010 3020 2510 3840 6080 3280
1084
1085
1086
1087 2990 3030 2330 3460 5720 4440
1088
1089 1.9 81.8

T U V W X Y Z AA AB
W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills W Hills
E Sludge Sludge MLSS 1 MLSS 2 MLSS 3 RAS 1 RAS 2 RAS 3
TKN to NS to NS TSS TSS TSS TSS TSS TSS
MG/L %TS %TVS MG/L MG/L MG/L MG/L MG/L MG/L
Daily
1
1090 3000 3080 2340 4120 6040 3500
1091
1092
1093
1094 2990 3050 2410 7920 5840 4540
1095
1096
1097 2810 2910 2170 4420 5840 3340
1098 15.72 118.1 2,666.2 807,590 744,390 736,150 1,284,960 1,513,720 1,281,620
1099 1.31 1.6 80.8 2,631 2,425 2,398 4,186 4,931 4,188
1100 1.90 2.3 86,6 3,990 3,380 3,460 7,980 8,520 8,500
1101 0.82 0.9 69.0 1,030 990 1,420 2,180 2,780 1,060
1102
1103

bmol
� eK STORAGE/FM AREA e,• OILMINE
� ROM
CiAIRETER3 1-3
ORIENSI
1 GLOW
SCORN SAT[ e!,.{unJ FFRE A..1.•T1S.A 1E3. D
KM
!0 .T''v
!him Mir Mir • •SURICE POMP
j aolp
fLfCt¢ §,1. ......... 41 a
_ _________ . l f w + `__.
ACRVAVION
n. a I-.
$s __
/10
I W Y KIIYt001 ca
IC.K
Thew
WAIN" • g.e •ettH.Tg1 T..Mq t-n
a
1 41
—__ o---a__--.---.--.____c— a __
1
\\ I
•
-_-
-J-
•
_l-
WALNUT HILLS TREATMENT ` SEll
17 LITTLE CREEK ROAD W.
LrTMLE cRe mQ/.MOIU T SfTE PLAN WM
EK ROAD M
�/..,On„ -Cape Fear a.......i.uaNWT/••••va . Srerwo.
BN�a�v 1

Cape Fear Public Utility Authority
Walnut Hills W WTP
Water Balance
Narrative Daacrio6on
Wastewater from the Walnut Hills service area flows to the Walnut Hills Wastewater Treatment
Plant(WHMNVTP)by gravity where It Is pumped Into one of two parallel treatment trains.
One train Is characterized by equalization,two aeration tanks,two process(aeration/airlift)
blowers,two final clarifiers, and a filtration system. Return sludge Is airlifted back to the aeration
tanks. Excess sludge Is airlifted to an aerobic digester/storage tank.
The second train is characterized by eleven series aeration tanks,two process(aeration/airlift)
blowers,three final carders,and a filtration system. Return sludge Is airlifted back to the
aeration tanks. Excess sludge Is airlifted to an aerobic digester/storage tank.
Filter effluent from the two treatment trains proceeds to common chlorine disinfection,calcium
thlosuifate dechlorination,sodium hydroxide pH adjustment,effluent metering and sampling,and
outfall to the Northeast Cape Fear River.
Excess sludge is removed from the plant by pumping to tank trucks and transported to the
CFPUA's NSW WTP for processing.

rit
F THE
Us% U.S. DEPARTMENT
. S. GEOLOGICAL SURVEY INTERIOR
science/ora changing world
CASTLE HAYNE QUADRANGLE :fh r ! t
NORTH CAROLINA ‘ L i F
I`
7.5M1NUTSSERIS 6: k:� I '
7 1 1
f`. r.
4 /� ../ ,y f I
n •
i 0 ,r- j 0 L.' 4:4;f.- / .
w:i�SIU� I 1
Hills ,�ei: _� i , i -
QUrf /
lQT / ire- t • ,I i; I,; :04,r.. -
-,,
l'
5.,
I, ,
\ y� .1
3)98._'1: ■„ - - j. ti.
r. ! Ia
_lt s
i
•c% \-,.- ,, 79 MS'
1730" {' / / +/
4. / 1 t Mkt GRIDI�"d0,2 } n TIC MOAN
, ':, • DEW NATION •T 7'OF 91EET
_ , n U.C.NSRIOfd
np O
TC
Cr n 744ii Dat411e11,1
las
IND-re Q ND CEPJA 1eic(-L-' WITHir.l IA NAIL ��+�r✓5
SCALE 1:24 000
1 5 0 KIIDMITIRS 1
la 500 0 MUMS Inb L:P
1 05 0 1
MI'c5
IDCG J 1:117 DOD :DD_ li1D SDDI 3))0 7DuD 3CI:il 5Cr0 1vd'
RR
CONTOUR INTERVAL S FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This mop war produced to conform with version 0.5.10 of the
draft USGS Standards for 7.S-Minute Quadrangle Maps.
A netadsta fila associated with tits product 15 draft version 0.5.11

I
Cape Fear Public Utility Authority (CFPUA)
2016 NPDES Permit Renewal Application
CFPUA Residuals Management
Introduction
The Cape Fear Public Utility Authority (CFPUA) was created by the City of
Wilmington, NC and New Hanover County, NC on July 1, 2008 to consolidate
provision of water and wastewater services within their combined services areas.
Its core principles are stewardship, sustainability, and service, and its mission is to
provide high quality service in an environmentally responsible manner while
maintaining the lowest practicable cost. The Authority strives to provide the safest
and highest quality water and wastewater services with heightened consideration of
the unique environment within which it operates and the efficiency and
effectiveness of service as it impacts its customers whose user fees are its sole
funding source.
The Cape Fear Public Utility Authority (CFPUA) operates and maintains three
wastewater treatment plants (WWTP) and two water treatment plants (WTP) - the
James A. Loughlin WWTP (Northside Wastewater Treatment Plant - NSWWTP), the
M'Kean Maffitt WWTP (Southside Wastewater Treatment Plant - SSWWTP), the
Walnut Hills Wastewater Treatment Plant (WHWWTP), the Sweeney Water
Treatment Plant (SWTP), and the Nanofiltration Water Treatment Plant (NFWTP).
Residuals sources within these facilities include NSWWTP digested residuals,
SSWWTP digested residuals, WHWWTP digested residuals, SWTP alum residuals,
and NSWWTP digestion system, SSWWTP digestion system, and SWTP water
treatment tankage contents removal associated with periodic maintenance
campaigns. Residuals produced by these facilities are processed and managed in
accordance with NCDENR Permit WQ0001271 governing land application of Class B
wastewater residuals and Permit WQ0011869 governing distribution of Class A
wastewater residuals. As applicable, and in conformance with all regulatory
programs/authorizations, the CFPUA also supports a process of receiving non-
CFPUA residuals for processing and disposal under its residuals permits, including
any modifications necessary to enable and support this practice.
The NSWWTP is a 16 million gallon per day (MGD) advanced treatment level facility
located at 2311 N. 23r° Street in Wilmington, NC. It was originally placed into
service in 1970 as an 8 MGD secondary treatment facility, and many improvements
have been incorporated in the intervening period. Construction was completed in
2009 on an $80,000,000 plant expansion/upgrade project begun in 2005. Liquid
treatment processes installed at this facility include screening, grit removal,
primary sedimentation, activated sludge secondary biological treatment, filtration,
and ultraviolet (UV) disinfection. Solids treatment processes include gravity belt

J
thickening, anaerobic digestion, and belt filter press dewatering. The liquid leaving
the plant (effluent) is of extremely high quality as set forth in the facility's National
Pollutant Discharge Elimination System (NPDES) permit limits and is currently
returned to the environment by discharge to the Cape Fear River. Solids/residuals
produced within the plant's processes are stabilized to North Carolina Class B land
application standards and are returned to the environment as a soil amendment
applied to nearby agricultural lands. Additionally, they can be processed to North
Carolina Class A Product/Distribution standards using alkaline stabilization.
Residuals generated within the CFPUA's Sweeney Water Treatment Plant (SWTP)
are pumped to the NSWWTP for processing.
The SSWWTP is a 12 MGD secondary treatment level facility located at 3436 River
Road in Wilmington, NC. It was originally placed into service in 1972 as a 6 MGD
facility serving the city of Wilmington. It was later expanded to 12 MGD to serve
New Hanover County and the Town of Wrightsville Beach, and other improvements
were also incorporated throughout the intervening period. Improvements in the
capacity and level of treatment processes currently installed at this facility include
screening, grit removal, primary sedimentation, trickling filtration and activated
sludge secondary biological treatment, secondary clarification, chlorine disinfection,
and sodium bisulfite dechlorination. Solids treatment processes include gravity belt
thickening, anaerobic digestion, and belt filter press dewatering. The liquid leaving
the plant (effluent) is of high quality as set forth in the facility's National Pollutant
Discharge Elimination System (NPDES) permit limits and is currently returned to
the environment by discharge to the Cape Fear River. Solids/residuals produced
within the plant's processes are stabilized to North Carolina Class B land application
standards and are returned to the environment as a soil amendment applied to
nearby agricultural lands. Additionally, they can be processed to North Carolina
Class A Product/Distribution standards using alkaline stabilization.
The WHWWTP is a 0.1 MGD advanced treatment level facility located at 17 Little
Creek Road in Wilmington, NC. It was originally placed into service in 1970. Liquid
treatment processes currently installed at this facility include activated sludge
biological treatment, secondary clarification, filtration, chlorine disinfection, and
calcium thiosulfate dechlorination. Solids treatment processing consists of aerobic
digestion and liquid transport to the NSWWTP for co-processing with NSWWTP
residuals. The liquid leaving the plant (effluent) is of extremely high quality as set
forth in the facility's National Pollutant Discharge Elimination System (NPDES)
permit limits and is currently returned to the environment by discharge to the
Northeast Cape Fear River. Solids/residuals produced within the plant's processes
are stabilized to North Carolina Class B land application standards and are returned
to the environment as a soil amendment applied to nearby agricultural lands.
Additionally, they can be processed to North Carolina Class A Product/Distribution
standards using alkaline stabilization.
2015 Performance

1
NSWWTP
During 2015, the NSWWTP processed 3,371.487 MG (9.237 MGD) of wastewater.
Approximately 25,609,019 gallons of anaerobically digested residuals at an average
Total Solids (TS) concentration of 1.42% (2,990,264 Pounds; 1,495 Dry Tons (DT))
yielded 10,958 Cubic Yards (CY) (9,223 Wet Tons (WT)) of cake at an average TS
concentration of 16.21% following dewatering at the NSWWTP.
EWE
During 2015, the SWTP processed 5,085.45 MG (13.94 MGD) of water.
Approximately 14,261,655 gallons of alum residuals at an average TS concentration
of 2.14% (2,541,418 Pounds; 1,271 DT) were conveyed to the NSWWTP by pipeline
and yielded 6,641 CY (5,577 WT) of cake at an average TS concentration of
22.79% following dewatering at the NSWWTP.
SSWWTP
During 2015, the SSWWTP processed 3,282.345 MG (8.993 MGD) of wastewater.
Approximately 17,960,841 gallons of anaerobically digested residuals at an average
TS concentration of 1.43% (2,134,376 Pounds; 1,067 DT) yielded 7,668 CY (6,443
WT) of cake at an average TS concentration of 16.56% following dewatering at the
SSWWTP.
WHWWTP
During 2015, the WHWWTP processed 20.258 MG (0.056 MGD) of wastewater.
Approximately 167,400 gallons of aerobically digested residuals at an average TS
concentration of 1.37% (19,054 Pounds; 10 DT; 730 WT) were removed from the
facility for processing/disposal and yielded 70 CY (56 WT) of cake at an average TS
concentration of 16.21% following processing at the NSWWTP.
CFPUA Residuals Permits
CFPUA currently possesses two residuals permits - Class A Residuals Permit
WQ0011869 and Class B Permit WQ0001271.
The Class A permit allows the conversion of a maximum of 8,270 DTPY of residuals
from the NSWWTP, SSWWTP, WHWWTP, and SWTP into a maximum of 16,540
DTPY of Class A EQ residuals for distribution using an alkaline stabilization
process/system located at the SSWWTP. No residuals were processed through this
system during CY 2015. This permit expires on 03.31.2020.
The Class B permit allows land application of a maximum of 8,270 DTPY of residuals
cake from the NSWWTP, SSWWTP, WHWWTP, and SWTP onto permitted sites.
During CY 2015, approximately 26,640 CY of cake from the NSWWTP, SSWWTP,
WHWWTP, and SWTP were applied onto a total of 1,006.5 acres on 44 sites.
Another 4,032 CY were disposed of by landfilling. A total inventory of 2,964.97

acres on 107 sites is currently identified/permitted within this permit. The permit
expires on 05.31.2020.
CFPUA Residuals Management Contracting
Including the experience of its predecessor (the City of Wilmington) in residuals
management contracting, CFPUA has been involved in contracting selected
residuals management services for approximately 25 years. Initially, liquid
residuals disposal was practiced, but cake residuals disposal has been the preferred
disposal method for most of this period.
In continuing this approach, it is important to note the following goals:
• The contract must be able to accommodate changing needs and
requirements. Factors such as wastewater infrastructure, regulatory
impacts, and market/economic climate must receive continuous assessment
and may result in changing technologies and quantity and quality of
residuals.
• Due to the many regulatory and economic influences exerted beyond its
direct control, CFPUA embraces a policy of flexibility and diversity in its
overall residuals management strategy through development of other
residuals management processes and products.
• CFPUA encourages the sharing of contract risk and benefit between CFPUA
and the contractor, including use of innovative, creative residuals
management approaches to accomplish this.
The current contract provides for various services to be provided over an initial
three year period followed by two additional one year options for a possible total of
five years. The initial three year period covers CY 2014 - 2016 and expires
12.31.2016; if elected, the first one year option covers CY 2017, expiring
12.31.2017, and the second/last one year option covers CY 2018, expiring
12.31.2018.
Various services are offered under the current contractual arrangement, including
operation and maintenance of selected residuals processing equipment at the
NSWWTP and the SSWWTP; inter-plant residuals cake transport; cake unloading,
blending, storage, and reloading; cake transport to, unloading, storage, reloading,
and land application (discing; incorporation) at permitted sites; where required,
lime addition at certain sites; limited specified Class A product production,
marketing, and distribution; regulatory monitoring; administrative support services
(CFPUA permit administration/maintenance; site inventory additions and deletions;
annual residuals report for USEPA and NCDEQ; agronomic and analytical services);
product sale/revenue generation; inter-plant liquid residuals transport; WWTP
digester maintenance cleanout; WTP process tank maintenance cleanout; and
mobile dewatering.
Contract bids are accepted for various levels of technical services - WWTP
mechanized equipment O&M, land application, or both/all - with all pricing including
related program support/administrative services. The pricing structure includes a

base monthly charge with a $/CY surcharge applied once the throughput exceeds a
25,000 CY annual threshold. Other pricing includes $/gallon charges applicable to
inter-plant liquid residuals transport, WWTP digester maintenance cleanout, WTP
process tank maintenance cleanout, and mobile dewatering. Invoices are
presented monthly and pricing is adjusted quarterly based upon quarterly changes
in the USDOL BLS Consumer Price Index - All Southern Urban Consumers.
The proposed contract provides for various services to be provided over an initial
three year period followed by two additional one year options for a possible total of
five years. The initial three year period will cover CY 2017 - CY 2019; if elected,
the first one year option will cover CY 2020 and expire 12.31.2020 and, if elected,
the second/last one year option will cover CY 2021 and expire 12.31.2021. PiCZ6
()I-Ma-tit-4? 4- • ithiqf
Mr,y `-i ( 20tC,
O I