NC0023965_Renewal (Application)_20160706

James R. Flechtner, PE
Cape
Executive Director
Fear
235 Government Center Drive
Public Ut111111 Authorin
Wilmington, NC 28403
ste udolp. susluiupildv 4n4l.
[phone] —Phone
[phone] — Fax
[e-mail]
June 28, 2016
Wren Thedford
NC DENR/DWR/NPDES Unit RECEIVEDUDEWWR
1617 Mail Service Center
Raleigh, NC 27699-1617 JUL U 6 2016
Water Quality
Re: Renewal Application — NPDES Permit NC0023965 Permitting Section
James A. Loughlin Wastewater Treatment Plant (Northside WWTP)
Cape Fear Public Utility Authority (CFPUA)
New Hanover County, North Carolina
Dear Ms. Thedford,
NPDES permit NC000023965 for the CFPUA's Northside WWTP expires December 31, 2016 and the
renewal application is due to DWR no later than July 4, 2016. In fulfill of this deadline, the necessary
NPDES permit renewal application accompanies. It consists of the following components:
1. NPDES Form 2A Basic Application
2. NPDES Form 2A Supplemental Application, Parts D, E, and F
3. Northside WWTP Process Flow Diagrams with Narrative
4. Northside WWTP Major Equipment List
5. Northside WWTP Bulk Reclaimed Water Distribution Floor Plan and Piping Details
6. Topographic Map
7. Sludge Management Plan
Changes implemented at this facility since issuance of the last permit include the following:
1. Northside WWTP began reduced monitoring for BOD, TSS, NH3-N, and Enterococci in October
2013; CFPUA has maintained compliance with the requirements of its permit at a level to
continue the reduced monitoring frequency and request that this level of monitoring be
continued through this renewal period.
2. Northside WWTP increased plant flow from 10 MGD to 16 MGD through an additional force
main in December 2014.
3. Northside WWTP began conducting Chronic Toxicity testing when plant flow increased from 10
MGD to 16 MGD in December 2014.

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
James A. Loughlin WWTP, NCO023965 Renewal Cape Fear
FORM
2A DES FORM --
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 Aa. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 thmugh A.12.
B. Additional Application Information for Applicants with a Design Flow 2 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 t 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 RCRAICERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter I, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
C. Is designated as an SIU by the control authority.
0. 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 Far 3510.2A (Rev. 1-99). Replaces EPA fams 7550-6 & 7550-22. Page 1 of 31

FACILITY WME AND PEMNT WMMM
PERMIT ACTION REaunmP.
RIVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION WORMATION FOR ALL APPUCANTS:
All treatment works must eanpkae questions Al through A8 of this Basic Application Information Packet.
A.I. Fedlitylnlormatlon.
Facility Name James A Loudiin (NoMreidel VVWTP
Malang Address Cape Fear Pudic Utility Authorav
235 Govemmert Center Onve. wilminoton. NC 28403
Contact Person Kenneth L VonL Jr.
This Wastewater Trwit mere %panniandem
Telephone Number [phone]
Facility Address 2311 North 23i0 Street
(not P.O. Box) Wdmindon. NC 28401
A61 Applkent lnMnnaDoa If the applicant is different from the above, provide the following
Applicant Name Cape Fear Public Utility Autlhorrty
Melling Address 235 Govemmed Center Drive
WBmindon. NC 28403
Contact Person James R FetlNner. PE
Title Executive Director
Telephone Number (910) 332ABW
Is the applicant the ovwrw or operator (or both) ofthe treatment works?
® owner ® operator
Indicate whether corraWndence regarding this permit should be directed to thefedly a the applicanL
❑ facility ® applicant
Ai Existing Environmental Permits. Provide the permit number of any ®dating environmental permits that have been issued to the treabnerd works
(Include stateissued perm8a).
NPDES Ni 0 3965 Other Redetmed Water Generation and Bulk Distribution —VVQ003735
Other Stprmwatar GP NCG1100001COC110063 Odw Gas A Sdids - WOMI l N9
Other Air Quality —09541R03 06W CIas B Solids — W00001271
Al CWac lon Sysiam IdormMion. Provide information on municipalities and aroas served by the facility. Provide the name and pop istlon of each
entity and, it Mx%vA provide Information on the typed oolectlnn systan (combined vs. separate) and its ownership (muddpal. private, etc).
Name Population Served Type or cotleptlon sysWn ownership
City of Mmincton 48.901 SeoereN I Public WIN, Authority
Now Hanover County 37.807 Separate Public Utility Authority
Wndbvile Beach 5.618 Separate Public MY Authority
Perbs County 31 oommarcial facitifis Separate Public Utlty Authority
Told population served 92.618
EPA Porn 3510-2A (Rev. 1.99). Replaces EPAfams 7550-6 S 7550-27 Pap 2 or 31

FACILr Y MW E AND PEOW N MBElt PEWW" ACTION MMIE$iED: I RIVER BASIN:
James A. Loughlin WWTP, NCO023965 I Renewal Cape Fear
AS Indian Country.
a Is the treetmerOvoria located in Indian Country?
❑ Yes ® No
h Does Ma bass. ent worlm dscage to a receiving water tat is ether in Indan Country or that is upstream from (and eventually floes
through) Indian Country?
❑ Yee ® No
A& Flow. Indicate the design flow rated the treasnert plant (La. thews kseater lbw rate that the plat was bulk to hands). A)sopraidethe
average daily flow rate and madmum daily flow rate for each of the Teat three yeas. Each yews dabs must be' on a 12-month time period
with Me 12ee month of'Na year' occurring no more than three months pdor to this application submisel.
a. Design flaw rate 16 mgd
h Annual average daily lbw rate
a Mandmum daily flow rate 11.93 13.86 29.9
AT Co9eallan SyeWa. Indicate the types) of collection systam(s) used by Ms treatment plant Check all ter: apply. Also eadmate tie percerd
contributlan (by miss) of each.
® Separate sanitary sewer 100 %
❑ Combined storm and sanitary saver NIA %
A& Discharges and Odw Disposal Medwds.
a. Does the treatment woria discharge effluent to waters of the U.S.? ® Yea ❑ No
If yes, list how many of each of the following types of dacharge poinhe the treatment waft uses:
I. Discharges of treated eRuent
ii. Discharges of untested or perfidy treated a lluak
III. Combined sewer overflow polms
iv. Corosuced emergency overflows(prior to the headeoda)
V. Other
b. Does the treatment worla discharge effluent to beainic, ponds, a other surace impoundments
that do not have outlets for discharge to waters tithe U.S.? ❑ Yes
If yes, preside the fo3awrig for inch surface imcaadnert
Annual average daily volume discharge to surface impoundment(*)
Is discharge ❑ oorsinuous or ❑ jrlemdtent?
a Does the braes. t worl s Mn&appy treated waatsvMsft
If yes, provide the following fa each land aodirytion sae:
d
Location:
Number of acres:
Annual average daily volume applied to site:
Is land application ❑ continuous or ❑ intermittent?
Does the treatment works discharge or transport treated or unseated mustewater to another
breakage: woks?
® No
mgd
❑ Yes ® No
mgd
❑ Yes ® No
EPA Form 3510-2A (Rev. 1-99). Replaor EPA form 7550E 6 7550.22 Page 3 of 31

FAOUTY NAME AND PERW NUMBER:
PEMT ACTION REQUESTED:
WaR BASIN:
James A. Loughlin WWTP, NC0023965
Renewal
Cape Fear
If yes, describe the meen(s) by wHch the wastewater from the treatment works is discharged or transported to the other treatment works
(eat), tank hook, pipe).
It transport is by a party other their the applicant, provide
Transporter Name
Moiling Address
Contact Person
This
Telephone Numbs I I
For each treahrsm works Met rerdvea tbls oiadiarpe. provide the foioafng:
Name
MainigAddress
Conbd Person
Tate
Telephone Numbs 1 I
If kravm, Provide Me WOES permit number of the traehneatwoda that receives Mb dectw
Provide the average daly flow rate fran the treahnat mwls into Me necaMngtadty.
mgd
a Does the trestmord mils discharge or dispose of Ib Vvestewater in a manner not included
in A& through A&d above (e.g., underground pscdation, mall Iniecdon): ❑ Yea
® No
If yes. provide the flowing for each deposal maned:
Description of mdhad (inidudrg location and size of Me(s) if applicable):
Annual doily voksne disposed by this method
Is disposal through this method ❑ condrarow or ❑ intsMl anl7
EPA Form 351620k (Rev. 1419). RapI EPA lams 755" & 7550.27 Page 4 of 31

FACILITY NAME AND PERMIT NUMBM PERMITACTION REQUESTED: I RIPER SA81N:
James A. Loughlin WWTP, NCO023965 I Renewal Cape Fear
WASTEWATER DISCHARGES:
If you anew- 'Yea' to auutlon A.a.a. oanpMls once for each oulfall (YrdudNp hypes points) through
which eMuwnt Is discharged. Do not Include Information on pomblnod newer overnows In this section. If you answered "KW to aueatlon
&" go to )JdA "Additional Application Information far Applicants with a Design Flow Grater than or Equal to 0.1 mgd"
AIL Description of oualag.
a.
Oulfdl number Outing has two parallel fora mairm 001 and 002
b,
Location Wilminotco
26401
(CRY orh n, It appaeetls)
(2k, Code)
New Hanover
(Canty)
NC
(ahte)
34' 15' 47' N (001): 34' 14' 27' N 1002)
MEMO
77' 57 10' W (0011: 77' 57' 10' W (0021
(lmpAge)
e
Distance from shored applicable) 133(001): 220(0021
ft
d.
Depth below surface (if applicable) 22 (0011: 10 (0021
It.
e.
Average dally Tow rate 8,760
mgd
f.
Does this oulfall have either an irtarniOerR or a psio6c discharge? ❑ Yes
® No (go to A9.g.)
If yes, provide the fallowing information:
Number f times per yea dNeharge o mm
Average duration of each discharge
Average flow per discharge:
mgd
hbntiw in which discharge occum
9.
Is outieti squipped with a diffuser? ® Yea
0 No
A10. DescdptIon of Receiving Waters.
a.
Name or receiving water Came Fear River
b.
Name of watershed (if known)
United States soil Conservation Service 14-digit watershed ode (a known):
C. Name of Sae Manage nerMliver Basin (N known): Cape Fear
United Sates Geological Survey 8-dgit hydrologic cataloging unit code (d known): 03030005
d. Critical low tow of receiving stream (if applicable)
acute WA da chronic WA ds
a ToW wdneesdrece(vingebeamacddcallowfl v(ilapp8able): WA mo of CaCOa
EPA Form 35162A (Rev. 199). Replaces EPAfams 75508 3 7550-22 Poe a of 71

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
A.11. Description d Treatment
a. What level of treatment are provided? Check all that apply.
® Primary ® Secondary
® Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal g Design CBOD5 removal 98 %
Design SS removal 98 %
Design P removal %
Design N removal %
Other %
C. What type of denfection is used for the effluent from this outfell? If disinfection varies by season, pease describe:
UV
If disinfection is by chlorination is dechionration used for this outfall? ❑ Yes ❑ No
Does the treatment plain have post aeration? ❑ Yea ® 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 outlet through which effluent is
discharoed. Do not Include information on combined sewer overflows in this section. All Information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QAIQC requirements of
40 CFR Part 136 and other appropriate QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 13& At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart
Outfali number. 001/002 Data Summary for May 2013-Aonl 2016
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
PH (Minimum)
6.8
s.u.
pH (Maximum)
8.3
S.U.
Flow Rate
29.900
MGD
8.760
MGD
1096
Temperature (wiener)
24.0
°C
24.8
°C
298
Temperature (Summer)
280
°C 1
18.4
°C
448
' For PH please report a minimum and a ma;cmum daily value
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
MLAIADL
Cone.
Units
Conc.
Units
Number of
METHOD
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
DEMAND
BOD5
8.5
mg/L
<2.6
mg/L
553
SM 5210B-
2001
2.0 mg/L
(Report one)
CBODS
FECAL COUFORM
460
CFLY100
13
CFU/
158
SM 9222D-
1.0 CFU/100
mL
100 mL
1997
mL
TOTAL SUSPENDED SOURS (TSS)
<10.2
mg/L
<2.6
mglL
554
SM 2540D-
2.5 mglL
1997
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 35113-2A (Rev. 1-99). Replaces EPA forms 7550E & 7550-22 Pape 6 of 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MOD (100.000 yapons per day).
Ail applicants with a design flow raft z 0.1 mgd mutt aeswer yuadbns B.1 through B.G. All others go to Part C (CerlMallon).
B.I. Inllow and lnfRUaaon. Estimate the average number of gallons per day that lbw into the treatment works from inflow end/or infiltration.
2.679.DD0 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Onlaoina sewer maintenance pmram and continuing efforts to identih and Conrad excessive I&I Problems
6.2. Topographic Map. Attech to this application a topographic map of the area atending at least one mile beyond facility property boundaries. This
map mot show the oodes of the facility and the following information. (You may submitmore than one nap if one map does not showthe antirs
area.)
a. The arm surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant Include outfalls from bypass piping, if applicable.
c. Each wed where wastewater from the treatment plant is injected underground.
d. Weds, springs, other surface water bodies, and drinking water wells that are: 1) within Y4 mile of the properly boundaries of the tresbnant
works, and 2) listed in public record or otherMse known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treabnerd works receives waste that Is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by buck, red,
or special pipe, show on the map where the hazardous waste enters the treahnxd works and where it is treated, stored, andfor disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechkelaation). The water balance must show daly average lbw rates at influent and discharge points and approxdmets daffy flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. OperstigPIMNntenonce Perfommad by Contraots(e►.
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? 13 Yes ❑ No
If yes, Net the nemq address. telephone member, and stets of each contractor and describe On contractors responsibilities (athch aadltional
pages if necessary).
Name: Svnaaro Central, LLC
Mailing Address: 7014 East Baltimore Street
Baltimore, MD 21224
Telephone Number. (410) 28"120
Responsibilities of Contractor. Residuals Management
B.S. Scheduled Impovwmen is and Schedules of lmpknwmt rbn. Provide information on any uncanplated i mplernentibn schedule or
uncanplated plena for Improvements that will ~the waatavater treatment, effluent quaky, or design capacity, of the trselmsd works. lithe
taetmeM works has several different implementation schedules or is planning several Improvements, submit separate responses to question B.5
for each. (d none, go to question 8.9.)
a. List the anifalt number (assigned in question A0) for each outrai that a covered by this Implementation schedule.
b. Indicate wMeha the planned improvements or i mplenanhtion schedule are required by local, State, or Federal agencies.
❑ Yes ❑ No
EPA Form 351112A (Rev. 1-0). Replaces EPA fames 7550$ & 7550F27 Pape 7 of 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
FEVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
c tthe arswer to 8.5.b la'Yss,' hridly describe, inducing new marimun daly ir& w rate (if applicable).
d Provide data Imposed bV any comptiana schedule or any actual degas of completion for the implementation steps Ileted below, r
applicable. For inprovernerds planed Indepwxbr* dlord, Slate, or Federal agendas, indicate pared a actual oomplatlon data, s
applable. Inflate data as accurately as possible.
Schedule Actual Completion
implementation Stage MM9)01YYYY MMMDIp(YY
- Begin Construction / / / /
- End Construction / /
- Been Discharge / /
- Attain Operational Level / / / /
a Have appropdete permlteldearances concerning other FederaVShte requirements been obtained? ❑ Yes ❑ No
Describe for W
B.E. EFFLUENT TESTING DATA (GREATER THAN MI MOD ONLY).
Appli I that discharge tc, waters of the US mud provide ellluet hating data for thefolbwlro parameters. Provide the Indhstad
slik arht %Wrq requbad by the pe R&V au dwdy for rah cuifdl through uMtdh afEuet is diaehrged. Do not Include Information
on combine serve overflows In this sechom AN inbrmalbn roporbd must be bred on date collected through anatysle conducted
wing 40 CFR Pad 135 melbods. In addition, this dab mud comply with QA/QC requirements of 40 CFR Part 135 and other appropriate
QAfQC requirements for standard methods for andytes not addressed by 40 CFR Pat 13Q At a minimum effluentbasting dab mud he
based on at Ind three pollutant scar and must be no more than four and onJWf years odd
Outall Number. OOt/DO2 Data Summary for May 2013 through April 2016
MAXIMUM DALY
DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
Corer:.
Units
Cant.
Urdfs
Nunbar of
Sample
METHOD
CONVENTIONAL AND NON CONVENTIONAL
COMPOUNDS
AMMONIA (as ND
8.32
019fL
<0.85
MOIL
616
SM 45W NH3 D-1997
0.25 mgfL
CHLORINE(TOTAL
RESIDUAL, TRC)
WA
WA
WA
WA
WA
WA
WA
DISSOLVED OXYGEN
10.2
mgfL
&2
mgfL
lee
SM �O G.
0.2 mgfL
TOTAL KJELDAHL
NITROGEN (TIOJ)
4,Og
nr{pL
178.
mgfL
36
EPA 351.2
0.10 mg/L
NITRATE PLUS NITRITE
NITROGEN
21.7
MOIL
14.7
mOL
36
EPA 353.2
0.20 mOIL
OIL and GREASE
<5
mOIL
<5
m9/L
36
EPA 1664 Rev B
SO mO/L
PHOSPHORUS (Total)
4.0
mg/L
109
mgfL
36
Hach 8190 TNT
0.05 mOIL
TOTAL DISSOLVED SOLIDS
(TDS)
403
811911.
376
mgrL
3
SM 2540 C-1997
2.5 n L
OTHER Enterouncd
119
CFmL00
c5
CFMLW
457
EPA 1000 (MF)
1 CFU/100 mL
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510.2/A (Rev 1419). Replaces EPA forms 755" 67550.22 Pee 8 d 31

FACILITY NAME AND PEAMfr NUMBER
PERMITACTIONREGUESIEIY.
FIVERS"I:
James A. Loughlin WVVTP, NCO023965
Renewal
Cape Fear
I
BASIC APPLICATION INFORMATION
PART C. CEF41FACATION
All applicants must complete the Certllleatlon Section. Refer to instructions to ddwmkw who is an officer for the purposes of this
asrtlBeallon. All applicants must complete all applicable sections of Form 2A, as supldned In the Application Overview. Indicate be low whfdn
parts of Farm 2A you sow completed and we submatirrg. By signing this arlalostim statement, applicants ardlrm that they haw mvbwad
Form 2A and have completed all sections that apply to the facility for which this application is submlOed
Indicate which plate of FOfm 2A you have compI and are submitting:
® Besic Application Information packet Supplemental Application Informaton packet
® Pan D (Expanded Effluent Testing Data)
® Part E (Tondty, Testing Biome itairg Data)
® Pan F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Pen G (Combined Sewer Systems)
ALL APPtICANI*NtaTOOritETEMFDLLO iaCERMISl1T10N.
I citify under penahy of law that the document and all attachments were prepared under my direction or superviWon in accordance with a system
designed to assure flat qualified personnel properly gather and evaluate the information submitted. Based on my inq iry of the person or paean who
menage the system athose parsons directly responsible for gathering the information, the information is, to the bast of my knadedge and bald, true,
eccurale, ant complete. I am armrethatthere are aiyraant peralles forauhmiang hoe informafa, indudrg the possibility citing and imprisonment
for Iawomil violations.
Name and official the Jim Recmner. Executive Director
Signature FvsL 3fel Fltcliwirc
Telephone number 19101332-OM
Ir.w
Date signed
Upon request of the permting adhority, you mud submit any other information necessary to assure wastewater treatment practices at the treatment
works or identity appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 351420k (Rev. 1.99). Replaces EPA forms 755U R 7550-22. Page 9 of 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on tin cover page to determine w tssthea this section applles to the ireabnart works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has (or is required
to have) a pretreatment program, or is otherwise required by the permitting aWadly to provide the data, than provide effluent testing data for the following
Pollutants. Provide the indicated effluent testing information and any other Information required by the permitting authority for each oulfall thmuah which
affluent is discharoed. Do not Includs information on combined sewer overflows in this section. All Information reported must be based on data collected
through analyses conducted using 40 CPR Part 136 madvads. In addition, theca data must comply with OA1OC requirements of 40 CIFR Part 135 and
other appropriate OAIQC requirements for standard methods for welytes not addressed by 40 CFR Part 136. Inflate in the dank rows provided below
any date you may have on pollutants not spetlflaly fisted in this form. At a minimum, eMuenttedrg data must be bred on at Iesst thes pollutant
earn and must be no more than four and one-half years old
Outfsil number. 001/002 Data Summary far Mav 2013-Aortl 2016 (Compete one for each "M discharging affluent to waters of
the United Sties)
tAA7W1UM DALY DISCHARGE
AVERAGE DALY DISCHARGE
Number
POLLUTANT
ANALYTICAL
MLfMOL
Cate.
Unit
Mass
UnNs
Conc.
Urdls
Maas
UttNs
METHOD
METALS (tOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANnMONY
<000
mg&
<000
MOIL
4
EPA 200.8
0.001
Myl
ARSENIC
<0.00
mglL
<0.00
myL
13
EPA 200.8 Red
0.003
5
2
5.41994
mg&
BERYLLIUM
000
mg&
-07�
mg&
4
EPA2XIB
m�1
CADMIUM
<0.00
mpti
�.00
m�
13
EPA 2DO.8 Rev,
0.002
20
13
5.41994
mg&
CHROMIUM
<0.00
M 1K
<0.00
myL
13
EPA 200.8 Rev
0.005
5
3
5.41994
mQ&
COPPER
<0.00
mg&
<0.00
mg&
13
EPA 200.8 Red
0.006
90
43
5.41994
mphL
LEAD50
<0.�
m�
�.00
mg&
13
EPA 200.8 Rav
0.005
38
5.41994
mg1L
MERCURY
02�
ng1L
@A
ngrL
10
EPA 1831E
0.50 ng1L
NICKEL
�.01
myL
<0.00
myL
13
EPA 200.8 Rev
0.010
67
5,41904
mgL
SELENIUM0
<0.01
MOIL
<0.00
mgiL
13
EPA 200.8 Red
0.010
7
5.41994
MA
SILVER
p�
nhyL
00
rhgrL
13
EPA 200.8 Rev
0.002
13
5.41994
mg&
THALLIUM
40'00
mg&
<0100
mgL
4
EPA 0020
0.001
MyL
LNC
0.401
rtg&
0.034
MOIL
13
EPA 200.8 Rev
0.010
7
5.41994
m9&
CYANIDE
900
m9c
900
rg&
13
SM 4500-Ch4E
0.008
0.032
mg4_
a
MOL
3
EPA 420.4
0.010
COMPOUNDS
mgL
mg eq
mg eq
mmgHARDNESS
(s CeCO3)
118.0
Coco
1022
CaCO
3
SM 2340Eq31L
31L
;32
031L
Us* thk apace (Or 0 separate ~ to provide lnhfarr wtion on Who mataY requested by the permit writer
EPA Form 3510-2A(Mv. 139). Rap leer EPAiorms 75508875ED22 Poe 10 d31

FACSUTY NAME AM PERMIT MMBER:
James A. Loughlin WWTP, NCOO23965,
MMTAC710N REOLIESREDt-
Renewal
I RIVER BASIN:
Cape Fear
OLdW number: 001/OD2 Dem Sunman for Mw 20/3-Ad9 2018 (Compote once for each outfall Eischargitp elllert to wamm of the
Unted States)
POUAMAW
MAXRM/M DALY DISCHARGE
AVERAGE DALY DISCHARGE
ANALYTICAL
METHOD
W MOL
Cont.
uDRM
Mrs
unit
Cam
tltt4
MMs
tkils
N=bW
Of
VOLATLE ORGANIC COMPOUNDS
ACROLEIN
< 100
POL
< SZ5
OWL
3
EPA 624
S poll
ACRYLONITRILE
< 50
POL
< 50
POL
3
EPA 624
50 pglL
BENZENE
< 5
POL
< 3.5
P91L
3
EPA 624
2 poll-
BROMOFORM
<5
POL
< 3.S
POL
3
EPA 674
2 pg(L
CARBON
TETRACHLORIDE
<5
W&
< 3.5
P91L
3
EPA WA
2 pgfL
CHLOROBENZENE
<5
P91L
<3.5
P91L
3
EPA 624
2poL
CHLOORR DBROMO.
METHACHLAROET!
<5
POOL
<3.5
04-
3
FPA62A
2IWL
ANE
< 10
POL
<6
pgfL
3
EPA 02!
2 polL
2-CHLOROETHYLVINYL
ETHER
< 10
P91L
< 7.5
P91L
3
EPA 624
S pgIL
CHLOROFORM
<S
POL
<3.S
P91L
3
EPA67A
2pgfL
DICHLOROBROMO-
METHANE
< 5
POOL
< 3.5
poll
3
EPA 624
2 pglL
1,1-DICHLOROETiANE
<5
POL
< 3.5
pIOL
3
EPA 624
2 pyL
1,2-DICHLOROEHANE
<5
POL
<15
PWL
3
EPA 62A
2pgOL
TRANS/2•DICHLOR0-
ETHYLENE
<5
poll
< 3.5
POL
3
EPA 624
2 POOL
1,1-DICHLORO
ETHYLENE
< 6
potL
< 3.S
P91L
3
EPA 62A
2 pyL
12-DICHLOROPROPAME
< 5
POL
< 35
POL
3
EPA SU
2 pWL
1PROPYLENE
< S
POIL
< 3.5
P91L
3
EPA 624
2 POIL
ETHYLBENiENE
<5
POL
<3.S
P91L
3
EPA 624
2pgfL
METHYL BROMIDE
< 10
POIL
< 6
PYL
3
EPA 624
2 pUIL
METHYL CHLORIDE
< 5
POOL
< 3.5
P91L
3
EPA 624
2 pgfL
METHYLENE CHLORIDE
< 5
pOL
< 3.5
P91L
3
EPA 62A
2 poll.
OROETWWE
c5
PIL
<3.5
IIYL
3
EPA 621
2PolL
TETRLENE ILORO-
ETHY
< 5
Pak
< 3.5
POIL
3
EPA SSA
2 pyL
TOLUENE
< 5
P91L
< 3.5
POL
3
EPA 624
2 pg(L
EPA I = 351162A (Rov. 1-98). Repkm EPA Ion. 7W" 6 756622 Paps 11 d 31

FACILITY NAME AND PERINT NUMBER:
James A. Loughlin WWTP, NCO023965
PEnwAcrxm RECUE87ED:
Renewal
RIVER BASIN:
Cape Fear
0utral nunbr. 0011002 Dela Sunman for Mar 2013Aodl 2016 (Campida once for arch Outfal dBdwging allluxd Io watem of 6r UrMed
States.)
POLLUTANT
MAXVAUM DALY DISCHARGE
AVERAM DALY DISCHARGE
ANALYTICAL
METHOD
�
Conn.
tkft
Mrs
lMfa
Cont.
Units
Mrs
Urdb
llurrbar
d
Ssmp(r
1,1,1-
TR)CIAOROETHAtE
<5
PgL
<3.5
POOL
3
EPA 62A
2po(L
1,1,2.
TRICHLOROETHANE
<5
pOOL
<3.5
PWL
3
EPA 624
2pofL
TRICI6.0R0ETHYLENE
<5
P90L
< 3.5
POIL
3
EPA 624
2 pgfL
VINYL CHLORIDE
<5
1 PDL
<3.5
P91l
3
EPA VA
2pyL
Use Ws spaoa (r a asprde lord) to
p'ovift i1(rmdion en o1w wNae optic eampourtls mque" by the pant wrir
ACW48CTRAMAME C0MPOMO6
P-CHLORO-64CRES0L
<5
p91L
<5
POOL
3
EPA 625
6 pWL
2-CHLOROPHENOL
<5
W&
<5
p91L
3
EPA 625
5pg(L
Z4-DICHLOROPHENOL
<5
POOL
<5
M&
3
EPA US
5 pyL
Z44MMETHYLPHEN0L
< 10
POOL
< 10
POOL
3
EPA 626
10 PWL
4,64gMTR0d-CRESOL
<20
pyL
<20
p91L
3
EPA 625
20 pWL
Z4-DIMTR0PHEN0L
< 60
POOL
< SD
POOL
3
EPA 625
SD POOL
244TROPHENOL
<5
POL
<5
POOL
3
EPA US
5 POOL
4-NITR0PNEN0L
< 60
P9IL
< 60
pO(L
3
EPA 625
50 Pori.
PENTACFLOROPRB M
< 25
P91L
< 17.5
pg1L
3
EPA 625
10 pgrL
PHENOL
< 5
POIL
<5
pOOL
3
EPA 625
5 po1L
Z4'6-
TRICM.OROPIENOL
< 10
pg1L
< 10
pg1L
3
EPA 625
10 POOL
Use 0ft apace (r a aapamte alyd) to prwide idvmdion on dhr addadradabb c Pcurds regrrded by [ha pans wdr
BABE-MUIRAL COMPOUNDS
ACENAPHfiENE
< 5
POOL
< 5
POOL
3
EPA 625
5 PWL
ACENAPHTHYLENE
45
POIL
< 5
po(L
3
EPA 625
5 POOL
ANTHRACENE
<5
POOL
<5
POOL
3
EPA 05
5 pgrL
IENZIDINE
< 50
p90L
< SO
POOL
3
EPA 626
50 PWL
SENZ004AKrHRACENE
<5
wL
< 5
W&
3
EPA On
5 poll
BENZO(A)PYRENE
< 6
pg'L
< 5
pgrL
3
EPA 625
6 pyL
EPA Form 351062A (Rw. 1419). RWWM EPA frme 755" 5 7550-22 Pap 12 of 31

FAQU Y NAME AND PERMR NUMBER:
PEFMIIT A"ON REQUESTED:
RIVER BABIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
I
OutM manba: 0011M Data Sunman for May 2013-AMI 2016 (Canpid, alos far rich outfd1 dedwgft dAuent io watem of fo UYted
States.)
MAXWUM DALY DISCHARGE
AVERAGE DALY DISCHARGE
bw
POLLUTANT
ANALYTICAL
MUMDL
Caw
Unf4
Mm
U1ils
Caw
Unit
Mae(Mils
at
swqfts
METHOD
3,4 BENZO.
FLUORANTFENE
< 5
POOL
< 5
POIL
3
EPA 625
5 pOIL
SENZO(GHpPERYLENE
< 5
POIL
< 5
PpL
3
EPA 625
5 pOIL
SENZO(IQ
FLUORANRENE
< 5
pOIL
< 5
POL
3
EPA 626
5 pOIL
BIS (2-0NLOROETHOXY)
METHANE
< 10
pyL
< 10
WIL
3
EPA 625
10 pyL
BIS C21xILOR0ETHYL)-
ETHER
< b
POIL
< 5
POIL
3
EPA 05
5 POOL
SIS
PR PYL) LOET RSO-
< S
POOL
< 6
POOL
3
EPA OM
p01L
el H(2�
< 5
POOL
< 5
p9fL
3
EPA 625
5 POOL
PHENYL
PHENYL ETFEft
THER
< 5
IWL
< 5
POIL
3
EPA 625
5 WL
BLITYL
PHTHALATE BENZYL
< 5
p01L
< 5
POOL
3
EPA 625
5 POOL
NAPHTHALENE
< S
POOL
< S
POOL
3
EPA 626
5 p011
4-CHLORPHENYL
PHENYL ETHER
< 5
NIL
< 5
pOIL
3
EPA 625
5 pOIL
CHRYSENE
< 5
WL
< 5
POOL
3
EPA On
5 pOIL
MN -BUTYL PHTHALATE
< 6
WIL
< 5
MIL
3
EPA 625
5 pWL
DFNL TYL PH HA ATE
< 5
p9 L
< 5
POOL
3
EPA 625
5 PDL
DISENZAANTHRRICEME
< 5
pO1L
< b
POIL
3
EPA 625
5 pOIL
1,ZOICHLOROSENZEIE
< 5
pOL
< 425
P91L
3
EPA US
2 pOIL
1,3 MCKJOROBFNZEHE
< 5
POIL
< 425
pOL
3
EPA US
2 pOIL
1,4.DICHLOROBENZENE
< 5
WIL
< 4.25
POOL
3
EPA 625
2 pyL
3,3 XCHLORO-
BENDDINE
< 25
WL
< 25
POIL
3
EPA US
25 pOIL
DIETHYL PHTHLLATE
< 5
POOL
< 5
pOL
3
EPA 625
5 POOL
DIMETHYL PHTHALATE
< 5
POOL
< 5
POOL
3
EPA 625
6 WL
2,4-DIMTROTOLUENE
< 5
POLL
< 5
WL
3
EPA On
5 pOIL
ZS.DIN tOTOLIIENE
< 5
P9 L
< 5
P91L
3
EPA On
5 pOIL
HYYDDRADEE L_
< S
POOL
< 5
POOL
3
EPA 825
S p01L
EPA Fam 3510-7A(RW. 14NO. RspI EPAfams 7550657360-22 Pop 13 d31

FACILITY NAME AND PERMIT NUIMSER:
James A. Loughlin WWTP, NCO023965
PERMRACIION REOUESiED:
Renewal
I R(VER BASIN:
Cape Fear
Outfal nanbe: 001/002 Data Sunman for Mw 2013-Aai1 2016 (Canp)ete awe for each oltfd dedw9n0 @Blued to wales Of In Urlted
States.)
POLLUTANT
MAXNRIM DALY DISCHARGE
AVERAGE DALY DISCHARGE
ANALYTICAL
METHOD
IRJAWL
Cone.
Was
Maas
Udts
Carte.
UnRa
Mrs
Udls
µmy
of
Swnpko
FLUORANTHFNE
<5
p01L
<5
pat
3
EPA 625
S PWL
FLUORENE
< 5
pgfL
< 5
POIL
3
EPA 626
5 pOIL
HEXACHLOROBENZENE
<5
POOL
<5
PWL
3
EPA US
5 pOOL
HEXACHLORO-
BUTADIENE
<5
POIL
<5
pOIL
3
EPA U25
5 pafL
HEXACHLOROCYCLO-
PENTADIENE
< 10
pglL
< 10
PWL
3
EPA 625
10 pgfL
HEXACHLOROET/NIE
<5
POOL
<5
ISO&
3
EPA 625
5 pWL
INDEN0(1,2,3-CD)
PYRENE
<5
PWL
<5
PWL
3
EPA 625
5 pyL
ISOPHORONE
< 10
POIL
< 10
POOL
3
EPA 625
10 pgfL
NAPHTHALENE
<5
N &
<5
part.
3
EPA US
5 part.
NITROBENZENE
<5
POOL
<5
POOL
3
EPA 625
5 pgfL
PRµ LOAM Eµ
< 5
MIL
<5
POOL
3
EPA US
5 POOL
N-NITROSOO6
METHYIAMNE
< 5
pgM1.
< 5
POOL
3
EPA 625
5 L
PDf
N-NnROSOM
PHENYLAMINE
< 10
pgOL
< 10
ISO&
3
EPA 62S
10 part.
PHENANTHRENE
<5
pall
<5
poll
3
EPA On
SPOOL
PYRENE
<5
--5
part.
<5
pall
3
EPA US
S pglL
TRICHLOROBENYcNE
pgft.
<5
N&
3
EPA VA
SPOOL
Uaa tli apace (a • aeparata aMaO b
povks iaannllan m dhe baaa-nsitrr eanpanda ngua6d by aat Perm wree
UnMa epax (a a @@petal@ Mad) io
provide edamelon on COW pcM tan (e.g., prtlMn) regnwted by the pama wrae
END OF PART D.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Fan 35104A (Rev. 1499). Replam EPAfams 7550.6 5 7550-22. Pop 14 d 31

FACILITY NAME AND PERMIT NI MBEIt
PERMIT ACTION REQUESTED:
Rn/ER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART E. T0=11TV TESTNG DATA
POTWa means mew mom or we besdng m1crb ford p ,vide the resWb ofMole el iranttochcey lesie for awn, orchronb toxicity for each of wefedey's dlerArpe palm: 1) POTWavah
•design flowrelegraeer en woopsib is fad;2) P07WevAh a pivinebrrM inagnen(ordx,,,"wreathed to Me oneunder WCFR Pad40e; cr3) P01Wa aquked by we
pemdbp cram* in eerannt dds /ateeee psserredea.
• Man*d s .dr rm lb u WobdeprrMlnipbral2 MpwWv/WnMpntlyr Wrym it' ep dwoniinvendMn xp . 1,aMrmaui/mmloorimb
p ki oddrendmnu*bMfaasdmelragyeaepwWdn appblim, pavidod to drub ad ohm no viambible Inches. ctepeesb nude anWor dumbia- 1,
depsderpm Mrapsdn el Ingvenddihebn. DonaieeandelicknMbnonecni— a worsen In wan section. AN irOn wed spaded rrnrd be based on dean obcW
tiemeh ansiysis mnduded using 40 CFR Pat lie mebeda In addition.Man dda need ow".Ate OAA= requienade d eO CFR Pont 136 wed open appreprwle CAC
regdisesls 6 datlord mehods he reelilw noleadesrad by ad CM Pad I3s.
• btldbm,=bMMrombderryoMWean close bdoM aneankam Mped torn ortl aedisgyaora go mean sehrd emdcy tnlamdeoW druanp Mpsl/aa cad err
hagysanredad tmlogy. pestle my ibniegore m Mceuss dMtadagy a ae mown de bchcey nerdon welus br, limewsmtlwbd.
eyou hove ekwdy sbmbd arch dM ilanelM reperand inPat E. ym needcad ereI a spdn. ReMer, pox be M kdmroft reeraead in grreaon EAInr prsloedy
sWrwWHornation. eEPA mdhofte ,not used. raped M rasmafer using ebornds rndbads gtedamwn rins wA bbbtletamanir epdMsh done reque•W
Indoor, guy nay be eibnaantl inplsm ofPat E.
she dideksionilnW.donodoweislicIPME. Wes WOW OveranwlwdkedWam e— MoreedWsdMfoonb
E.I. Required Tests.
Indicate the number of whale effluent tmddly, toms conducted in the pest low and one-half years
4[] chronic p acr,ee
E2. lndWMuaf Tat Data. Compete the following chart for each whole effluent tesdtdty test conducted In the fast four and one-hati vans. Allow one
column per Lest (where each spells coretlWtes a test). Cop/ We page if more then three tests are being reported.
Test number. �, Ted number. rZ Ted mmber. y4
a. Test information
Spades 8 Lest method comber
� P
PlIncepthTed
EPA 1000.0
Peres
EPA 1000.0
f
EPA 1000.0
Age at Mellon of test
< 244sours old
< 24-hours old
< 244hows did
Outfall number
001
OD1
001
Dates sample collected
SO-941, 515398, 5r/5182015
82413, 8(4415, 8/52r//15
12A1-12f7, 12!8-'12fg,12/10-
12111R5
Data test started
S0512DI5
8l042015
12REM15
Duration
7 days
7 days
7 days
b Give to)odtytog methods followed.
Mamld dlb
Shcet4srm Mathods for Estimating the Chronic Toxicity of Effluents and Riaosiving Waters to
Freshwater Organisms, EPA$21-R-02-013
Edition number and year of publication
Fourth Edition, October 2002
Pop number(s)
53 -106
1 - 335
1 - 335
a Give the samplecollection meflad(s)ueed. For mul6pegrab samples, Indicate the nunberof grab samples used
24-Rota composite
J
J
J
Grab
d Indcde wllers the samplewas taken In relation to disinfection. (Check all that apply for each.
Before disinfection
After arrreaon
J
J
J
Arty dec lodration
EPA Form 35142A(Rev. 1-W. Replaces EPAfoms 755D8375W22 Paga16d31

FACILITY NAME AND PEFW NUMBER
James A. Loughlin WWTP, NCO023965
PEIMTAC710N RECANNTED:
Renewal
RIVER BASIN:
Cape Fear
Ted manber: 1 Ted nwnbe: Tad rwanber: 3
a Describe the point in thetreetrnent process d which the sample was collected
Sempews collacted
Fired Ell lueat
Find Eftlueat
Final Eftlus d
f. For each teat, include whather tinted was intended to assess clsordctmoft, sc tetwdolty, or both
Chrwk o d*
J
J
J
Acute tmdgty
g. PwAdethsVpedteetpwformed
Stoic
Stellorerrweel
J
J
J
Flowtteough
It Souace of dtUW water. It laboratory water spe* Mae; it scat, rg water, spa* sauce.
Laboratory water
J-SyntietiCWMW
4-Son Syrdlre9¢WOW
Soft Synthe6e Water
Receiving water
I. Type of dflulion water. ti sett water, sps*'naturer or type of ariftat ass ells or brine used
Fresh wear
J
J
J
Soh water
j. Gve the peoedege dluw t used for d eorrmMoss in thetW mdm.
2.4,3.6,4.8, 7.2, 9.6
1.Z,2.4,4.6,9.6,19.2
1.$ 2.4,4.6,9.6,19.2
k Pamneten mesaued duMpthetsst (SWe wMler pareneter meete teat medW sper11cewm)
pH
Yes
Yes
Yes
Selk*
Conductivity
Notapplkable
Notapplicable
Temperature
Ys
Yes
Yes
Ammorda
Notapptieable
Notapplicabie
Not applicabte
Diesdved oxygen
Yes
Yes
Yes
I. Teat Results.
Acute:
Percent survival In 10D%
smuerd
%
%
%
LCm
95%C.I.
%
%
%
Control peoent survival
%
%
%
other (describe)
EPA Farm 3519•ZA (Rsv.1-99). Replaces EPAfanm 79566 & 75W22 Papa 16 of 31

FACILITY NAME ANO PEFWT NUMBER
James A. Loughlin WWTP, NCOO23965
PERIM ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear
Chrerla
NOEL
4.8 %
19.2 %
19.2 %
Ic„
%
>19.2 %
>19.2 %
Contra percent survivd
97.5 %
100 %
100 %
Other (describe) PASSIM.
PASS
PASS
PASS
m. Quality Co trdAlmity Assurance.
Isreference tmdcrtdeteevatme?
Yes
Yes
Yes
Was rehrence toxicant lest vtlhin
soceptaMe bounds?
Yes
Yes
Yes
~ddewasrellwancettcwyt test
run (MMI)OJYYYY)?
&0512015
8/04/2015
1210812015
00rr (deaaibe)
EPA Fan 3510-7A(FM. 14M). RWMM EPA tans 7550-6375W22. Pepe 17 d31

FACILRY NAME AND PEWRr NUMIlil R
PEICMTACTIONRE l0ESTED1
RNERBASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART E. T0= TY TESTING DATA
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Menem Yaorrru, . IEPA nudhdawr.M uod,raparlMaaarbuabp aarnMndhoda ElodwmnrMowabbbihol wnYh aldeabbmram wprdd
be. .*Wmaybam' I inpodfled E.
mm blab ubd Bond oPrh E. Rolm WOnApplipalion drviwvfgrdlre o wvdhbh ofimseAmeafthef= WcmvWe.
E.1. Raqulred Tests.
Indicate the number of whole ellloent haacily testa conducted in the peat four and one-haf years.
/❑ chronic ❑ acute
E2 Indlstdual Tad Data. Complete the Mowing ~for each whale shoed trdda art cmkxW Into lest lmr and onus -hat vane Allow one
column per bet (where each species constitutes a test). Copy this peps If moreton three tests are being reported.
Test number. 4 Ted numbs: Ted number.
a. Test information
Test Spades & tat method numbs
PkIsephalies promafas
EPA 1000.0
Ape at Initiation of W
c 24-hours old
Outall numbs
001
Doles erroe collected
W8,W, 3/83A, 3/W3112018
Dab test started
3106=16
Duration
7 days
b. CWebodddtytestmetadefolowed.
Short4erm Methods for
Estimating the Chronic
Manual fits
TOACIty of Etflueels and
ReoMhdng Watere 10
Freshwater Orgardama, EPA-
821-R-02-013
Edition number and year of publcalion
Fourth Edltan, October 2002
Page number(s)
1-335
c, Give the temple collection methods) used For nmdtiple grab samples, indicates the number of grab samples uaad.
244-io r composite
J
Grab
d. Indicate where the sample was taken in relatlon to dislMaticn. (Check al tot a" for each.
Before dieiffection
After aside lion
+�
After drhlodnallon
EPA Form 3510-M (Rev. 1-W. Rapier EPAidmr 75508 & 7550.22. Pep 18 of 31

FACILITY NAME AND PERMR NUMBER
James A. Loughlin WWTP, NCO023965
PERMIT ACIM REGUI S D:
Renewal
RIVER BASIN:
Cape Fear
Tot mabor: 4 Ted nuhnbar. Ted nunbr.
a Describe the print in the treatment Process at vMch the sample was collected.
sample vves ooleded
Final Eftlumd
f. FarsarhtatindudewhWwdw MRwsinwKwtoossssdramtmddlyaaRetmdckorbolh
Chrodctmddly
J
Amos tmdcily
a Providethetypedtatparfemed
swc
statloterrewel
J
Fiowahrough
h. Source of Aiufon water. If labmdmy wets, speciy VK If receiving water, opacity source,
laboratory, water
J -softSynthetic wafer
Receiving water
I. Type d dhtlon vests. tf ult water. opeciy'nehad' or type d artiidd ace adt ar brine used
Fresh wafer
+f
Sdt water
). Give the porcontap ellue t used for al concerdrdone in the bad series.
1.4 24, 4A, 9A, 19.2
IL Pemratam measured during the tat (Stet wh*w pramds meet test mediod epedicodom)
pH
Yo
s"NO
Not awima6le
TsnpsaWro
Yes
AmmcNa
Not aWlicable
Uloadved oxygen
Yes
L Test Resulls.
Acuta
Percent survival in 1OD%
eMuard
%
%
%
LCs
95% C.I.
%
%
%
Contrd percent survival
%
%
%
OUer (dadbe)
EPA Famr 3510•20k Mov. 14M. Replaus EPAfma 7W" & 7WD-22 Poe 19 of 31

FACLfTY NAME AND PEnhfr NUMBER:
James A. Loughlin WWTP, NCO023965
PEfM1T ACTION RECUEST ,
Renewal
RIVER BASIN:
Cape Fear
Chronic:
NOEC
19.2 %
%
%
IC,
>19.2 %
%
%
Control percent survival
100 %
%
%
Olher (describe) PASSIFAL
PASS
m. Quality Contrat/Ousky Assurance.
Is rderarrce tmricent date available?
Yes
Was reference todcat tea vMin
acceptable bounds?
Yes
What date was reference tadanttest
run (MMMDYYYY)?
3/0812019
OSrar(desaibs)
E& ToxkSy Reduction Evduaton. Is dletrestmea works Involved in a Tobdly Reduction Evaluation?
0 Yes ® No Ryas, describe:
EI. Summary of Submkbd Blornonhodng Test I ft afbh. If you have submitted biomonitoring tea information, or Informaton regarding the
cause of toxicity, vftMn the pad four and one-half years, Provide the dates the Information was submitted to Oro permitting suthodty, and a summary
Of the rewl0s.
Date submitted: / / (MMIDDIYYYY)
Summary of res lls: (am instructions)
END OF PART E.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-20k (Rea. 14W. Replaces EPA farms 75506 a 7550.22. Pas 2D of 31

FACILITY NAME AND PERMIT NUMBER.
PERMIT ACTION REQUESTED:
RIVER BASIN:
James A. Loughlin WW -P, NCO023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART R 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.I. Pretreatment program. Does the treatment works have, a is subject d, an approved pretreatment program?
E Yes ❑ No
F.2 Number of Significant Industrial Users (SIUs) and Categorical Industrial User (CIUs). Provide the number of each of the following types of
industrial users that dxharge to the treatment woks.
a. Number of noncategoncal SIUs. 3
b. Number ofClUs. 3
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 addlional pages
as necessary.
Name: Alcami *formerly AAUPharma
Mailing Address: 1726 R 23 Street
Wilminaton. NC 28405
FA Industrial Processes. Describe all the industrial processes that affect a contribute to the SIU's decharge.
Pharmaceuticals
F.B. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect a contribute to the SIU's
discharge.
Principal products): Formulating and compoundno oharmaceubcal capsules and tablets.
Raw materia(s): Starch sucais microcrvstal cellulose lactose mannitol hvdroxvproovlcellulose magnesium stearate talc
bolvdmahvlcvdosilozane silicon mertimazole abretarmine nfamcin minocvdme citric acid hydrochloric add sodurn laural sulfate,al
stearate, aza[Hoprine. oropoxvphene, acetaminophen. aspen. caffeine. procarbazine nosoium fluconazole sodium citrodine dicidenac CIP 100
200 and 300 solutions.
F.B. Flow Rate.
a. Process wastewaterflow rate Indcale the average day volume of process wasteinetw discharge into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
3,950 gpd ( oontinuousor X intermittent)
b. Non -process wastewaterflaw rate Indcate the average day volume of non -process wastewater flow dscharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or irnermittent.
2.000 gpd ( continuous or X intermittent)
F.7. Pretreatment Standards. Indcate whether the SIU is subject to the following
a. Local limits E Yes ❑ No
b. Categorical pretreatment standards E Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
439.46
F.Q 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 E No If yes, describe each episode.
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forma 7550.6 8 755022. Page 21 of 31

FACILITY NAME ANO PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.6 and
provide the intormatbn requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit edUtional pages
as necessary.
Name: Coming
Mailing Address. 310 North Collece Road
Wilmington, NC 28405
FA, Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge
Manufactures optical fiber
F.& 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): Optical waveguide fibers
Raw material(s) : Silica tetrachloride, germari tetrachloride, silicone fluid, chlorine, fluorinated compounds
F.6. Flow Rate
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent
40,000 gpd (X continuous or iMermittem)
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.
21 633 gpd ( continuous or X intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following
a. Local limits N Yes O No
b. Categorical pretreatment standards ❑ Yes N No
If subject to categorical pretreatment standards, which category and subcategory?
R& Problems at the Treatment Works Attributed to Waste Discharge by the SIU Has the SIU caused or conttibuted to any problems (e.g.,
upsets, interference) at the treatmem works in the past three years?
❑ Yes N No If yes, describe each episode.
EPA Form 3510.2A (Rev. 1-99). Replaces EPA forms 75506 & 7550.22, Page 22 of 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
PoVER BASIN:
James A. Loughlin WVIlfP, NC0023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
f.3. Slgnificant Industrial User Mfas ation. Provide the name and address of each SIU dischargingto the bead; im works. Submitadddonal pages
as necessary.
Name: Duke Energy Progress
Mailing Address: 801 Sudan Steam Plant Road
Wilmington, NC 28401
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge
Coal Ash Landfill
F.S. Principal Product(s) and Raw Malerial(s} Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Coal Ash Landfill Leachate
Raw material(s):
F.B. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collecton system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
186,000 max Permit 140,000 Projected max during first 5 Years gpd ( oontlnuous or
X intermittent)
b. Nodfprocess wastewater flaw rate Indicate the avenge day volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is wrtinuous or intermittent.
0 gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory!
F.& Problems at the Treatment Works Attributed Ui Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatrnent works in the past three years?
❑ Yes ® No If yes, describe each episode.
Not dischamina yet
EPA Form 35142A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22. Page 23 of 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
PoVER BASIN:
James A. Loughlin VWVfP, NC0023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply thefollowing 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. 91pMBeaMtrMusti lUserinformation. Provide the name and address bleach SIU discharging to the treatment worim. Submit addtiond pages
as necessary.
Name: HMF Express
Mailing Address: 2501 Nortrchase Pkwy SE
Wilmington, NC 28405
F.4. Industfal Processes. Describe all the industrial processes that affect a wrTtnb Ae to the SIU's discharge.
Washrul and oowder coating steel doors and door frames
F.S. Principal Product(s) and Raw Mffiaial(sG Describe all of the principal processes and raw materials that affect a coribibute to the SIM
discharge.
Principal product(s): Steel doors and door frames
Raw matenel(s): Steel, powder pairs, wet pant, Prim thinner, phosphoric add
F.B. Flow Rate.
a. Process wasteweter flow rate. Indicate the average deity volume of process wastewater discharge into the collection system in gallons per
day (gpd) and whether the discharge m continuous or intermittent
3050 gpd ( continuous« X intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent
250 gpd ( continuous or X intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b Categorical pretreatment standards ® Yes ❑ No
If sutiect to categorical pretreatment standards, which category and subcategory?
433.17
F.A Problems at the Tresbnenf Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
EPA Form 3510-2A (Rev. 1-99). Replaces EPA fonds 7550E 8 7550-22. Page 24 of 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
PoVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If morethan 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 fhe hsahnem woda. Submit addrional pages
as necessary.
Name: SRBR Environmental
Mailing Address: 4920 Highway 421 Norm
Wilmington, NC 28401
F.4. Industrial Processes. Describe all the industrial processes that affect a contribute to the SIU's discharge.
Centrahzed Waste Treatment
F.B. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect a contribute to the SILYs
discharge.
Principal product(s): WA
Raw material(s): Oily wastes, organic wastes and metal bearing wastes.
F.B. 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.
28.000 permitted max gpd ( continuous or X intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the decharge is continuous or intermittent
0 gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following
a. Local limits N Yes ❑ No
b. Categorical pretreatment standards N Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
40 CFR 437 — SubpartD
F.B. Problems at the Treatment works Attributed to waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
N Yes ❑ No If yes, describe each episode.
On 10-22-15 a strono petroleum odor was detected at POTW while SRBR was dischargno No further discharolno eras allowed that day, Th
next discharge occtirrina on 1 15 was sampled by POIW A permit violation for r
EPA Form 3510-2A (Rev. 1-99). Replaces EPA tams 755" s 7550-22. Page 26 of 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
PoVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART FANDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
f.3. Significant a Wash Is user trfol atlon. Provide the name and address of each SIU discharging to the trairtment vim. Submit additional pages
as necessary.
Name: UniFirst
Mailing Address: 1821 Dawson Street
Wilmington, NC 28403
F.,L Industrial Processes. Describe all the industrial processes that affect a contribute to the SIU's discharge.
Uniform rental and laundry seroce
F.S. Principal Product(s) and Raw Matarial(sJ Describe all of the principal processes and raw materiak that affect or contribute to the SIU&
discharge.
Principal product(s): uniforms, mad, mope, aprons and shop towels
Raw malerial(s): 2-tu toxyalhanol, sodium tristtfate anhydrous, dpropylene glycol methyl ether, alkylpolyethoxy glycol, sodium hydroxide,
ethanol, dalkyl dmethylammortum chloride, hydrofluosilic acid, isopropyl alcohol
F.B. Flow Rate.
a Prorass wastewater flow rate. Incicale 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.
52,500 gpd (X corthnuousa intermittent)
b. Non -process wastewater flow, rate. Indicate the average deity volume of non -process wastewater Tow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
1,750 gpd ( continuous or X intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.B. Problems at the Treatment works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatmentworks in the peat three years?
❑ Yes ® No If yes, describe each episode.
EPA Form 35162A (Rev. 1-99). Replaces EPA forms 75506 8 7550-22. Page 26 of 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
PoVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
f.3. Significant industrIan Um I Fonnadon. Provide the name and address of each SIU discharging to the trabttent works. Submit additional Paps
as necessary.
Name: Waste Management— Wilmington Hauling
Mailing Address: 3820 River Road
Wimington, NC 28412
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Treatment of domestic septaoe. Portable toilet waste and crease.
F.S. Principal Products) and Raw Material(s). Describe NI of the principal process and raw materials that affect or contribute to the SIU's
discharge.
Principal producgs): WA
Raw matedal(s): Ume and polymer flocculent
F.B. Flow Rate.
a. Process wastewater flow rate Indicate the average daily volumed process wastewater discharge into the collection system in gallons par
day (gpd) and whether the discharge is continuous or intermittent.
28.000 permitted mac gpd (_continuous or X intermittent)
b. Non -protases wastewater flow rate. I ndicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons par day (gpd) and whether the discharge is conainuous or intermittent.
0 gpd ( confnuos ar imermiaem)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following
a Laval limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.& Problems at the 7reahnenf works Attributed to Waste Discharge by the SIU. Has the SIU cased or contributed to any Problems (e.g.,
upsels, interference) at the treatment works in the past three years?
❑ Yes M No If yes, describe each episode.
EPA Form 3510-20k (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22. Page 27 of 31

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED:
RIVER BASIN:
James A. Loughlin WWTP, NCO023965
Renewal
Cape Fear
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 ® W (gD to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Desniption, Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amou Qnb
CERCLA (SUPERFUND) WASTEWATER RCRA REMEDIATIONICORRECTIVE 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(comoete F.13 through F. 15.) ❑ No
F.13, Waste Origin. Describe the site and type of facility at which the CERCLAIRCRA(or other remedial waste originates (a is excepted to origriate in
the nod five years).
Brownfield orocerty owned and occupied by PPD at 929 N Front Street Wlminoton NC
F.14. Pollutants. List the hazardous constituents that are received (a are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
PPD-11 000 god oroundwater. monitorino indicates no hazardous constituents bang discharged
F.15. Waste Treehrront.
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 (a will the discharge be) continuous a 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 26 of 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
VIERBASIN:
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEINER SYSTEMS
If the treatment works has a combined sewer system, compete Part G.
GA. System Map. Provide a map indicating the following: (maybe 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 saner trunk lines, both combined and separate sanitary.
b Locations of parts where separats sanitary sewers fend into the cpnbirwdsswror system.
C. Locations of in -line and off-line storage structures.
d. Locations of fiow-regulsting devices.
e. Locations of pump stations.
CSO OUTFALLS:
Complete questions GJ through GA once for each CSO discharge point
G.3. Deacrlpdon of Outfall.
a. Oudall number
b. Location
(City or town, if applicable) (Zip Code)
(County) (State)
(Latitude) (Longitude)
C. Distance from shore (if applicable) R
d Depth below surface (if applicable) It
e. Which of the following were monitored during the last year for this CSO?
❑ Rainfall ❑ CSO pollutant concentrations ❑ CSO frequency
❑ CSOffowvolume ❑ Receiving water quality
f. How many storm averts were monitored during the last year?
GA. CSO Events.
a. Give the number of CSO events in the led year.
events (❑ actual or ❑ approx.)
b. Give the average duration per CSO want.
hours (❑ actual or ❑ approx.)
EPA Forth 3510-2A (Rev. 1-99). Replaose EPA forms 75506 & 7550.22. Page 29 or 31

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BA81N:
a Give the average vdune per CSO event
million dons (❑ actual or ❑ approDL)
d Give the minimum rainfall that caused a CSO event in the last year
Inches d ralrdal
GA Description of PAwMng Waqu.
s. Name of rsoeiv g water.
b. Name of watershedhiverlstream system:
United State Sal Conservation Service 14-dgit watershed code (if knowny.
a Name of State MerugemeMRiiver Basin:
United States Gedogial Survey 8dgit lydrdogic cataloging unit code (d known):
G.B. Coto opersoons.
Describe any known water quality impacts on the reowng water caused by this CSO (e.g., Permanent or Intermittent beach dmngk permanent or
Intermittent and fish bed Boeings, fish Idle, fish &"ones, other reasabonel t00% or violation of any applicable State water quality, standard).
END OF PART G.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 36162A (Rev. 149). Replssse EPAfcrms 766D8 8 766Q22. Pegs 30 of 31

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

Permit NCO0239E
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$eccfvi a Str m• Cape Fear River Drainage Basin: Cape Fear River Basin
1 itud . 34' 14' 27' N Suh-Bssin: 03-06-17
"witude: 77' 57' 10• W Permitted Flow: 10.0 MGD
Stream ClSC-PNA Grid/.ad: K 27 NW / Vjjjmjngtpn
Facility
Location
Not to scale
NPDES Permit NCO023966
tTH New Hanover County

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Influent Screening Facilities (3 screens)
Flow to Process 15.0 mgd
Flow to Each Unit 5.3 mgd
Grit Removal Facilities (3 grit collectors)
Flow to Process
15.0
mgd
Flow to Each Unit
5.3
mgd
Primary Clarifiers (2 clarifiers)
Flow to Process
1&0
mgd
Flow to Each Unit
&0
mgd
Aeration Tanks (4 tanks)
Primary EHlulenf Flow
18A
mgd
Return Activated Sludge Flow
18.0
mgd
Total Mixed Liquor Flow to Aeration Tanks
32.0
mgd
Flow to Each Unit
&0
mgd
Secondary Clarifiers (4 clarifiers)
Muted Liquor Flow to Clarifiers
32.0
mgd
Mixed Liquor Flow to Clarifier 1 or 2
5.0
mgd
Secondary Effluent Flow from Clarifier 1 or 2
2.6
mgd
Mixed Liquor Flow to Clarifier 3 or 4
10.8
mgd
Secondary Effluent Flow from Clarifiers 3 or 4
5.4
mgd
Tertiary Filters (4 filters)
Secondary Effluent Flow to Filters
16.0
mgd
Flow to Each Unit
4.0
mgd
Ultraviolet Disinfection (4 channels)
Flow to Process
16.0
mgd
Flow to Each Unity
4.0
mgd
Effluent Pump Stations
Total Plant Effluent Flow
16.0
mgd
Flow to Each Station
See attached narrative

Cape Fear Public Utility Authority
James A. Loughlin (Northside) W W'IP
Water Balance
The Cape Fear Public Utility Authority (Authority) has several remote wastewater pump stations
that serve the James A. Loughlin (Northside) W W'IP. Flow enters the W WTP site via three force
mains which combine at the new screening/grit removal facility.
Preliminary treatment effluent (I'M flows by gravity to two primary clarifiers. A primary clarifier
bypass line is provided. Primary sludge and primary scum are pumped to the anaerobic digesters.
Primary effluent (PE) flows by gravity to the new aeration tanks where it combines with return
activated sludge (RAS) from the RAS pump stations. The mixed liquor (ML) is distributed to the
aeration tanks for biological treatment.
The effluent from the aeration tanks is distributed proportionally to the four secondary clarifiers.
RAS is pumped back to the aeration tanks by RAS pump stations 1 and 2. Waste activated sludge
is wasted out of the RAS pump station discharge header and is gravity belt thickened prior to
pumping to the anaerobic digesters.
Secondary clarifier effluent (SCE) flows by gravity to the new tertiary filters. Backwash reclaim
water from the filters is returned to the head of the aeration tanks.
Filtered effluent flows by gravity to the UV disinfection facility. The plant effluent is disinfected
in four UV channels and is metered with a parshall flume at this location.
UV effluent flows to bulk reclaim water distribution or to the two effluent pump station which
pump plant effluent to the Cape Fear River. Either of the two pump stations has adequate
capacity to pump the design average plant effluent flow of 16 mgd. At the hydraulic peak flow
of 40 mgd, both stations are required.

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RAS RETURN ACMATED 8100E
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CAM FM PUBLIC UNUTY AUTHORITY
WAS WASTE AMA70 SLUDGE
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DEWATERING OFF -SITE
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STORAGE
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CAPE FEAR PUSUC UTIUTY AUTHORITY
NORTHSIDE WWTP
SOLIDS TRAIN PROCESS SCHEMATIC
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DG DIGESTER GAS
DS DIGESTED SLUDGE
PS PRIMARY SLUDGE
PSC PRIMARY SCUM
SEP SEPTAGE
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TWAS THICKENED WASTE ACTVATED SLUDGE
WAS WASTE ACTIVATED SLUDGE

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EXISTING 10' UW TEE TO
BE RELOCATED TO REPLACE
EXISTING 10' UW ELBOW.
REPLACE TEE WITH NEW 10'
UW CROSS.
BF TYPICAL FOR 4' BV
BULK RECLAIMED WATER
DISTRIBUTION SUPPLY
PR XJ
NSWWTP BULK RECLAIMED
WATER DISTRIBUTION
PERMIT APPLICATION
SHEET TITL
PIPING MODIFICATION
DETAIL
EXISTING 10' UW ELBOW
TO BE REPLACED BY
RELOCATING EXISTING
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BLOWOFF TO WASTE
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30 0 30
SCALE: 1 inch = 30 fL
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
OFFICE: [phone]
hp. Sus inedliy. Service.

GRAPHIC SCALE
* - 100 0 100
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NSWWTP BULK RECLAIMED
WATER DISTRIBUTION
PERMIT APPLICATION
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OVERALL AREA PLAN
NSWWTP UV DISINFECTION
PROCESSAREA
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
_ WILMINGTON, NC 28403
OFFICE:[phone]
hip. Sushinebilty. Service.

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Influent Screens
•
Manufacturers
Hycor Corp.,
•
Number
3
•
Channel Width
4'•0'
•
Channel Depth
61.0"
•
Maximum Flow per Screen (mgd)
20
•
Clear opening between blades (inches)
1/4
•
Minimum Blade Thickness (inches)
1/12
•
Angle of Inclination (degrees)
45
•
Maximum Motor Speed(rpm)
1800
•
Minimum Motor Horsepower(hp)
3
•
Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Screenings Press
• Manufacturers
• Type Hydraulic
• Number
• Inside Diameter (Inches)
• Capacity (feet;/day)
• Hydraulic Peck Motor Horsepower (hp)
• Maximum Motor Speed(rpm)
• Minimum Motor Horsepower(hp)
• Voltage/ Phase/ Frequency
Manual Bar Screen
Hycor Corp.
Ram
3
6
264
5
1800
3
460 V/ 3 ph/ 60 Hz
• Number
1
• Screen Height
60 inches
• Screen Width
34 inches
• Bar Width
/ inches
• Bar Depth
3 inches
• Spacing Between Bars
1 inches
Page 1

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Motor Operated Bypass Channel Gates
• Number
• Type
• Manufacturer
• Series
• Size
• Power supply
Headworks Channel Isolation Gates
• Type
• Manufacturer
• Quantity
• Size
2
electrically actuated slide gate
Rodney Hunt/ Rotork
Rotork IQ20FA14Z
50 x 54
46OV/ 3Ph /60 Hz
Hand Operated Slide Gate
Rodney Hunt
9
50" x 54"
Influent isolation from Forcemain Gates
• Type Hand Operated Slide Gate
• Manufacturer Rodney Hunt
• Quantity 2
• Size 32" x 54"
Grit Removal Equipment (Headcells)
• Manufacturer. Eutek Systems
• Number Of Units 3
• Total Number of Trays 21
• Tray Diameter(feet) 12
• Peak Design Flow per Unit (mgd) 13.3
• Clear opening between trays (inches) 12
• Minimum Sidewater Depth 15, 0"
• Head loss at Peak Design Flow (inches) 12"
0
Page 2

r
James A. Loughlin Wastewater Treatment Plant Major Equipment List
Grit Collection (Slurry cups)
• Manufacturers
• Number of Units
• Maximum Grit Slurry Flow per Unit (gpm)
Grit Dewatering
Eutek Systems
3
250
• Manufacturers Eutek Systems
• Number of Units 3
• Maximum Grit Slurry Flow per Unit (gpm) 25
• Minimum MotorHorsepower(hp) 1/3
• Voltage/ Phase/ Frequency 230/460 V/ 3 ph/ 60 Hz
Grit Pumps
• Manufacturers Type of Pump
Wemco
• Number of Pumps
4
• Design
Horizontal Recessed Impeller
• Capacity (gpm)
250
• Total Dynamic Head (feel)
30
• Maximum Motor Speed(rpm)
1800
• Minimum Motor Horsepower (hp)
5
• Solids Concentration (%)
1 to 2
• Minimum Suction Diameter (inches)
3
• Minimum Discharge Diameter(inches)
3
• Maximum Motor Speed(rpm)
1800
• Minimum MotorHorsepower(hp)
20
• Voltage/ Phase/ Frequency
230/460 V/ 3 ph/ 60 Hz
Primary Clarifiers
• Manufacturers
• Type of Sludge Collection Mechanism
• Type of scum Collection Mechanism
• Number of Units
• Inside Tank Diameter(feel)
Eimco-Dorr-Oliver,
Scraper -Type
Extended Scum Beach
2
105
Page 3

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Primary Clarifiers (coot.)
• Side Water Depth Tank
• Bottom Slope(inches/foot)
• Maximum Motor Speed(rpm)
• Minimum Motor Horsepower(hp)
• Voltage/ Phase/ Frequency
• Average Daily Flow (mgd)
• Peek Hydraulic Flow (mgd)
Center Drive Mechanism
• Continuous Torque-AGMA (ft/lb)
• Maximum Scraper Rotating Speed (rph)
• Cage and Truss Design Torque (ft-rb)
Primary Sludge Pumps
• Manufacture
• Type of Pumps
• Number of Pumps
• Design Capacity (gpm)
• Differential Pressure at Max Capacity (psi)
• Maximum Differential Pressure (psi)
• Maximum Pump Speed (rpm)
• Maximum Motor Speed(rpm)
• Minimum Motor Horsepower (hp)
• Voltage/ Phase/ Frequency
• Speed
• Solids Concentration (%)
• Minimum Suction Diameter (inches)
• Minimum Discharge Diameter(inches)
Primary Scum Pumps
• Manufacturers
• Type of Pump
• Model
• Number of Pumps
• Design Capacity (gpm)
• Total Dynamic Head(feet)
12' 0"
1
1,750
5
460 V/ 3 ph/ 60 Hz
8
20
59,500
1.8
Not exceeding AISC allowable stresses at 120% AGMA
Torque
Netzsch
Progressive Cavity Pump
3
100Primary Sludge Pumps (cont.)
30
150
300
1800
15
460 V/ 3 ph/ 60 Hz
Control Variable Frequency
0 to 6%
8
8
Vaughn
Chopper
HE31,6CS-080
2
100gpm 250gpm 400gpm
50 ft. 35 ft. 19.5 ft.
Page 4

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Primary Scum Pumps (cost.)
• Maximum Motor Speed(rpm) 1,750
• Minimum Motor Horsepower(hp) 7.5
• Voltage/ Phase/ Frequency 460 V/ 3 ph/ 60 Hz
• Solids Concentration (%) 5
Primary Sludge Inline Grinders
•
Number of Grinders
•
Manufacturer
•
Model
•
Design Capacity
•
Solids Concentration
•
Maximum Headloss
•
Maximum Motor Speed(rpm)
•
Minimum Motor Horsepower(hp)
•
Voltage/ Phase/ Frequency
Aeration Basin Diffusers
• Manufacturer
• Type
• Model
• Total Number of Diffusers
• Capacity
Effluent Channel Diffuser
• Manufacturer
• Type
• Model
• Total Number of Diffusers
• Capacity
2
JWC Environmental
3004T-1206 Muffin Monster
600 gpm
0% to 6%
0.91 psi
1745
5
230/460 V/ 3 ph/ 60 Hz
Sanitaire
Fine Bubble Membrane Diffusers
SSII-9
2000
1 scfm per diffuser
Sanitaire
Single Drop Air Diffuser
SD-1000
47
5-15 scfm per diffuser
Page 5

I
James A. Loughlin Wastewater Treatment Plant Major Equipment List
Influent Channel Mixers
•
Manufacturers
Lightnin
•
Type
Platform -Mounted, Vertical
•
Quantity
6
•
Model
73QP2
•
Shaft Diameter
3 inches
•
Impellor Type
A200
•
Impellor Blades
4
•
Impellor Diameter
68 inches
•
Impellor Speed
25 rpm
•
Motor HP
2 hp
•
Motor Speed
1200 rpm
•
Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Influent Box Mixers
•
Manufacturers
Lightnin
•
Type
Platform -Mounted, Vertical
•
Quantity
1
•
Model
73QP2
•
Shaft Diameter
3 inches
•
Impellor Type
A200
•
Impellor Blades
4
•
Impellor Diameter
68 inches
•
Impellor Speed
25 rpm
•
Motor HP
2 hp
•
Motor Speed
1200 rpm
•
Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Anoxic Zone Mixers
•
Manufacturers
•
Type
•
Quantity
•
Model
•
Shaft Diameter
•
Impellor Type
•
Impellor Blades
•
Impellor Diameter
•
Impellor Speed
Lightnin
Platform -Mounted, Vertical
4
75QP7.5
3.5 inches
A510
3
106inches
25 rpm
Page 6

e
James A. Loughlin Wastewater Treatment Plant Major Equipment List
Anoxic Zone Mixers (cont.)
• Motor HP 7.5 hp
• Motor Speed 1800 rpm
• Voltage/ Phase/ Frequency 460 V/ 3 ph/ 60 Hz
Aeration Basin Drain Pumps
•
Manufacturers
•
Type of Pump
•
Number of Pumps
•
Model
•
Design Capacity (gpm)
•
Total Dynamic Head(feet)
•
Suction Diameter(inches)
•
Diameter (inches)
•
Motor HP
•
Motor Speed
•
Voltage/ Phase/ Frequency
Fairbanks Morse
Submersible Nonclog
2
D5434MV
720gpm 900gpm
52 ft. 48 ft.
6 inches
6 inches
25 hp
880 rpm
460 V/ 3 ph/ 60 Hz
Aeration Basin Influent Box Gates
• Type Hand Operated Sluice Gate
• Manufacturer Rodney Hunt
• Series 140
• Quantity 2
• Size 1 @ 30" x 30"
• Size 1 @ 48" x 48"
Aeration Basin Channel Drain Gates
• Type
Hand Operated Sluice Gate
• Manufacturer
Rodney Hunt
• Series
HY-Q 240
• Quantity
4
• Size
12" X 12"
1800gpm
29 ft.
Page 7

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Aeration Basin Effluent Isolation Gates
• Type
Hand Operated Sluice Gate
• Manufacturer
Rodney Hunt
• Series
140
• Quantity
4
• Size
2 @ 30" x 30"
• Size
2 @ 40" x 40"
Aeration Basin Step Feed Channel Gates
• Type Hand Operated Slide Gate
• Manufacturer Rodney Hunt
• Quantity 24
• Size 32" x 36"
Aeration Basin Influent Channel Gates
• Type
• Manufacturer
• Quantity
• Size
Aeration Blowers 1-2
•
Manufacturers
•
Type
•
Model
•
Number of Blowers
•
Flow Rate (scfm)
•
Number of Stages
•
Discharge Pressure
•
Motor Horsepower (hp)
•
Motor Speed
•
Voltage/ Phase/ Frequency
Hand Operated Slide Gate
Rodney Hunt
4
44" x 36"
Gardener Denver
Multistage Centrifugal — Inlet Driven
1278-ADOI
2
4000 Scfm
8
12.75 psig
350 hp
3600 rpm
460 V/ 3 ph/ 60 Hz
Page 8

0
James A. Loughlin Wastewater Treatment Plant Major Equipment List
Aeration Blowers 3-4
•
Manufacturers
•
Type
•
Model
•
Number of Blowers
•
Flow Rate (scfm)
•
Number of Stages
•
Discharge Pressure
•
Motor Horsepower (hp)
•
Motor Speed
•
Voltage/ Phase/ Frequency
Mono Rail Hoist
• Number
• Manufacturer
• Model
• Capacity
• Lift
• Hoist Speed
• Trolley Speed
Gardener Denver
Multistage Centrifugal — Inlet Driven
1278-ADOI
2
4000 Scfm
8
12.75 psig
450 hp
3600 rpm
460 V/ 3 ph/ 60 Hz
1
Lift Tech International
Shaw Box 800 Series
2 ton
25 Feet
14/4 Feet per Minute
50 / 16 feet per Minute
Mono Rail Hoist
•
Number
1
•
Manufacturer
Lift Tech International
•
Model
Shaw Box 700 Series
•
Capacity
5 ton
•
Lift
22 Feet
•
Hoist Speed
19/6 Feet per Minute
•
Trolley Speed
50 / 16 feet per Minute
Secondary Clarifiers 1 & 2
• Manufacturers Eimco-Doff-Oliver,
• Type of Sludge Collection Mechanism Suction -Type
• Type of scum Collection Mechanism Extended Scum Beach
• Number of Units 2
• Inside Tank Diameter(feel) 90
Page 9

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Secondary Clarifiers 1 & 2 (cont.)
• Side Water Depth Tank
• Bottom Slope(inches/foot)
• Minimum Motor Horsepower (hp)
• Average Daily Flow (mgd)
• Peak Hydraulic Flow (mgd)
Center Drive Mechanism
• Continuous Torque-AGMA (ft/lb)
• Maximum Scraper Rotating Speed (rph)
• Voltage/ Phase/ Frequency
Secondary Clarifiers 3 & 4
16' 0"
1
2.0
2.6
6.5
21,900
2.0
460 V/ 3 ph/ 60 Hz
•
Manufacturers
Eimco-Doff-Oliver,
•
Type of Sludge Collection Mechanism
Suction -Type
•
Type of scum Collection Mechanism
Extended Scum Beach
•
Number of Units
2
•
Inside Tank Diameter(feel)
130
•
Side Water Dep 1 h Tank
16' 0"
•
Bottom Slope(inches/foot)
1/16 inch/ foot
•
Minimum Motor Horsepower (hp)
2.0
•
Average Daily Flow (mgd)
5.4
•
Peak Hydraulic Flow (mgd)
13.5
Center
Drive Mechanism
• Continuous Torque-AGMA (ft/lb) 31,300
• Maximum Scraper Rotating Speed (rph) 1.75
• Voltage/ Phase/ Frequency 460 V/ 3 ph/ 60 Hz
Scum Pumps for Secondary Clarifiers 1 & 2
• Manufacturers
• Type of Pump
• Model
• Number of Pumps
• Design Capacity (gpm)
• Total Dynamic Head(feet)
• Maximum Motor Speed(rpm)
• Minimum Motor Horsepower(hp)
Komline-Sanderson
9" Plunger
Type KSS-9-1
2
30 gpm
78 ft.
1,725
5
Page 10

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Scum Pumps for Secondary Clarifiers 1 & 2 (cont.)
• Voltage/ Phase/ Frequency 208-230/460 V/ 3 ph/ 60 Hz
Scum Pumps for Secondary Clarifiers 3 & 4
• Manufacturers
• Type of Pump
• Model
• Number of Pumps
• Design Capacity (gpm)
• Total Dynamic Head(feet)
• Maximum Motor Speed(rpm)
• Minimum Motor Horsepower(hp)
• Voltage/ Phase/ Frequency
Return Sludge Pumps 1-3
•
Manufacturers
•
Type of Pump
•
Model
•
Number of Pumps
•
Capacity
•
Motor Speed(rpm)
•
Motor Horsepower(hp)
•
Voltage/ Phase/ Frequency
•
Suction Diameter
•
Discharge Diameter
•
Mechanical Seal
Return Sludge Pumps 4-6
• Manufacturers
• Type of Pump
• Model
• Number of Pumps
• Capacity
• Motor Speed(rpm)
• Motor Horsepower(hp)
Vaughn
Chopper
HE3G6CS-065
2
100gpm 250gpm 400gpm
37 ft. 27.5 ft. 14.5 ft.
1,750
7.5 5
460 V/ 3 ph/ 60 Hz
Aurora
Horizontal Non -clog
611A-SF 6x8x18
3
1800 gpm @ 42.5 feet TDH
900Return Sludge Pumps 1-3 (cont.)
40
460 V/ 3 ph/ 60 Hz
8 inch
6 inch
442 Chesterton
Aurora
Horizontal Non -clog
611A-SF 12xl4x22A
3
3800 gpm @ 36 feet TDH
720
Page 11

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Return Sludge Pumps 4-6 (cont.)
• Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
• Suction Diameter
8 inch
• Discharge Diameter
6 inch
• Mechanical Seal
442 Chesterton
Tertiary Filtration Equipment
•
Manufacturer
Leopold
•
Filter Cell Type
Deep Bed
•
Number of Filter Cells
4 feet
•
Filter Width
10 feet
•
Filter Length
70 feet
•
Average Flow(all filters in service)
4.0 gpm/ft'
•
Peak Flow(all filters in service)
9.90 gpm/ft
•
Average Water Backwash Rate
6.0 gpm/ft
•
Peak Water Backwash Rate
9.9 gpm/ft2
•
Air Scow Rate
5.0 scfin/ft'
•
Default Backwash Time
11 minutes
•
Typical Backwash Flow(21 ft TDH)
4200 gpm
•
Typical Backwash Volume(11 min @ 4200 gpm)
46,200 gal
Backwash Pumps
• Manufacturers
Aurora
• Type of Pump
Vertical Non -Clog
• Model
613A-SF
• Number of Pumps
2
• Design Capacity (gpm)
3200gpm 4200gpm
• Total Dynamic Head(feet)
25 ft. 21 ft.
• Maximum Motor Speed(rpm)
705 rpm
• Minimum Motor Horsepower(hp)
30 hp
• Suction Discharge Diameter
14 inches
• Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Backwash Reclaim Pumps
• Manufacturers Aurora
• Type of Pump Vertical Non -Clog
Page 12
5200gpm
15 ft.

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Backwash Reclaim Pumps (cont.)
• Model
• Number of Pumps
• Design Capacity (gpm)
• Total Dynamic Head(feet)
• Maximum Motor Speed(rpm)
• Minimum Motor Horsepower(hp)
• Suction Diameter
• Discharge Diameter
• Voltage/ Phase/ Frequency
Backwash Storage tanks
• Number of Tanks
• Tank Width
• Tank Length
• Tank Depth
• Approximate Capacity
Backwash Reclaim tanks
613A-SF
2
1000gpm 1700gpm 2400gpm
49 ft. 40 ft. 28 ft.
880 rpm
25 hp
10 inches
8 inches
460 V/ 3 ph/ 60 Hz
2
15 feet
65 feet
9.5 feet
69,000 each tank
• Number of Tanks 2
• Tank Width 15 feet
• Tank Length 70 feet
• Tank Depth 1615 feet
• Approximate Capacity 127,000 each tank
Tertiary Filter Sump Pumps
•
Manufacturers
Myers
•
Type of Pump
Submersible Pump
•
Model
3MW
•
Number of Pumps
2
•
Design Capacity (gpm)
50gpm
•
Total Dynamic Head(feet)
28 ft.
•
Maximum Motor Speed(rpm)
1800 rpm
•
Minimum Motor Horsepower(hp)
2 hp
•
Suction Discharge Diameter
3 inches
Page 13

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Air Scour Blowers
•
Manufacturers
•
Type of Blower
•
Model
•
Number of Blowers
•
Flow Rate
•
Total Dynamic Head(feet)
•
Discharge Pressure
•
200 Motor Horsepower(hp)
•
Voltage/ Phase/ Frequency
Tertiary Filter Butterfly Valves
• Manufacturer
• Type
• Model
• Number of Valves
• Size
United Blower, Inc.
Positive Displacement
UBI-700
2
3,500 icfin
25 ft. 21 ft.
10.0 psig
30 hp
460 V/ 3 ph/ 60 Hz
15 ft.
Pratt Valve
Motor Operated Valve Backwash Pumps (cont.)
Model 2F2, Auma GS/SA Actuator
21
Tertiary Filter Backwash Storage Tanks Gates
4", 12", 16" and 20"
• Type
Hand Operated Slide Gate
• Manufacturer
Rodney Hunt
• Quantity
2
• Size
60" x 57"
• Model
Series HY-Q 140
UV Disinfection Equipment
• Manufacturer
• Number Channels
• Channel Width
• Channel Length
• Channel Sidewall Depth
• Minimum depth of Water
• Minimum depth of Water at lamps
• Maximum Flow Rate per Channel
• Maximum Flow Rate
• Maximum Theoretical Retention Time
Trojan
4
4 feet
26.5 feet
5.44 feet
30.6 inches
32.4 inchesZ
16 mgd
40 mgd
3.11 seconds
Page 14

James A. Loughlin Wastewater Treatment Plant Major Equipment List
UV Disinfection Equipment (cont.)
• Design UV transmittance 65% minimum
• Design UV intensity (µWs/cm2) 30,000
• Maximum Headloss per Bank 0.30 inches
UV Lamps
•
Manufacturers
Trojan Technologies
•
Type of Lamp
Low Pressure High Intensity Amalgam
•
Peak Flow per Bank (mgd)
10.7
•
Total Number Of Modules
•
Total Number Of Lamps
320
•
Lamp Module Model
GAT64T6-Amalgam
•
Disinfection Criteria (fecal coliforms/ 100 ml-)
200
•
Minimum UV Transmittance at 253.711m (Ok)
65
•
Maximum Head Loss per Bank (inches)
0.02
•
Maximum Allowable Water Level Fluctuation Over Lamps (Inches) 1.57
•
Maximum Tolal Power Consumption (kW)
150.0
Lamp Sleeves
• Number
• Manufacturer
• Model
• Type
Lamp Ballasts
• Number of Lamps Per Ballast
• Manufacturer
• Model
• Power Supply
384
Trojan Technologies
Type 214 clear fused quartz
Clear quartz
2
Trojan Technologies
903988-001
240V/Iph / 60 Hz
Motor Operated Channel Influent Butterfly Valves
• Number 4
• Type Rubber seated
Page 15

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Motor Operated Channel Influent Butterfly Valves (cont.)
• Manufacturer
Pratt Valve
• Series
Triton-XR
• Size
30Inch
• Power supply
240V/ 1 Ph /60 Hz
Motor Operated Channel Effluent Weir Gates
• Number
• Type
• Manufacturer
• Series
• Size
• Power supply
Mono Rail Hoist
•
Number
•
Manufacturer
•
Model
•
Capacity
•
Lift
•
Hoist Speed
•
Trolley Speed
Utility Wet Well Influent Gates
• Type
• Manufacturer
• Quantity
• Size
• Model
4
electrically actuated slide gate
Rodney Hunt/ AUMA
AUMA # SAR10.11-26A
48 x33
460V/ 3Ph /60 Hz
1
Lift Tech International
Shaw Box 800 Series
2 ton
36 Feet
14/4 Feet per Minute
50 / 16 feet per Minute
Hand Operated Sluice Gate
Rodney Hunt
2
24" x 24"
Series HY-Q 140
Page 16

James A. Loughlin Wastewater Treatment Plant Major Equipment List
UV Disinfection Effluent Gates
• Type
• Manufacturer
• Quantity
• Size
• Model
Hand Operated Sluice Gate
Rodney Hunt
2
42" x 42"
Series HY-Q 140
Effluent Pumps, Station 2
•
Manufacturers
Fairbanks -Morse
•
Type of Pump
Vertical Turbine
•
Model
7100AW
•
Number of Pumps
3
•
Design Capacity, Each, (mgd)
6.0 10
•
Total Dynamic head (Feet)
99 80
•
Motor Speed
890
•
Number of stages
2
•
Motor Horsepower(hp)
200
•
Column Size (Inches)
20
•
Motor Manufacturer
US Motors
•
Frame
5008P
•
Power Supply
460 V /3 Ph/ 60 Hz
Effluent Pumps, Station 1
•
Manufacturers
Fairbanks -Morse
•
Type of Pump
Vertical Turbine
•
Model
7000AW
•
Number of Pumps
5
•
Design Capacity, Each, (mgd)
3.6 5.0
•
Total Dynamic head (Feet)
106 85
•
Motor Speed
1200
•
Number of stages
2
•
Motor Horsepower(hp)
100
•
Column Size (Inches)
14
•
Motor Manufacturer
US Motors
•
Frame
5008P
•
Power Supply
460 V /3 Ph/ 60 Hz
11.5
60
6.0
61
Page 17

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Utility Water Pumps
•
Manufacturers
Fairbanks -Morse
•
Type of Pump
Vertical Turbine
•
Model
7000AW
•
Number of Pumps
4
•
Design Capacity, Each, (gpm)
500'
•
Total Dynamic head (Feet)
152'
•
Motor Speed
1200
•
Number of stages
4
•
Motor Horsepower(hp)
30
•
Column Size (Inches)
14
•
Motor Manufacturer
US Motors
•
Frame
286TPH
•
Power Supply
460 V /3 Ph/ 60 Hz
Station 1 Wetwell Gate
• Type
Hand Operated Sluice Gate
• Manufacturer
Rodney Hunt
• Quantity
1
• Size
24" x 24"
• Model
Series HY-Q 14
Station 2 Wetwell Gates
• Type
Hand Operated Sluice Gate
• Manufacturer
Rodney Hunt
• Quantity
3
• Size
36" x 36"
• Model
Series HY-Q 140
Gravity Belt Sludge Feed Pumps
• Manufacturer Aurora
• Type of Pump Horizontal Non -Clog
• Model 651 A -SF 4x6x 15
• Number of Pumps 2
• Design Capacity (gpm) 900gpm
• Total Dynamic Head(feet) 59.5 ft.
Page 18

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Gravity Belt Sludge Feed Pumps (cont.)
• Motor Speed(rpm)
1200 rpm
• Motor Horsepower(hp)
25 hp
• Suction Diameter
6 inches
• Discharge Diameter
4 inches
• Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Gravity Belt Thickeners
•
Manufacturer
Ashbrook
•
Number
2
•
Model
Aquabelt
•
Belt Width
3.0 Meters
•
Maximum Liquid Feed Rate (per thickener)
900 gal/minute
•
Maximum Solids Loading Rate
2,250lb/hour
•
Design Feed Solids Concentration
0.5% to 1.5%
•
Design Cake Solids Concentration
>4.5%
•
Design Solids Capture
95%
•
Drive Motor Manufacturer
Eurodrive
•
Maximum Motor Speed(rpm)
1800
•
Minimum Motor Horsepower(hp)
3
•
Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
•
Hydraulic Pump Motor Manufacturer
Worldwide Electric
•
Maximum Motor Speed(rpm)
1200
•
Minimum Motor Horsepower(hp)
1
•
Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Gravity Belt Washwater Booster Pump
•
Manufacturers
Goulds Pump
•
Type of Pump
Centrifugal
•
Model
Series SSH-ASH
•
Number of Pumps
2
•
Design Capacity
66 gpm
•
Discharge Pressure
110 PSI
•
Motor Speed
3600
•
Motor Horsepower(hp)
15
•
Power Supply
460 V /3 Ph/ 60 Hz
Page 19

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Gravity Belt Polymer Preparation System
•
Number
1
•
Type
Dry Polymer Preparation System
•
Manufacturer
Siemens Water Technologies
•
Model
DP 1000/DD4
•
Dry Polymer Hopper Capacity
10 ft3
•
Design Dry Chemical Unit Weight
451bs/ft'
•
System Capacity
0.064-3.86ft3 per hour
•
Feeder Motor Speed(rpm)
1750
•
Feeder Motor Horsepower(hp)
0.25 hp
•
Feeder Motor Power Supply
120 V/ 1 ph/ 60 Hz
•
Disperser Motor Speed(rpm)
1750
•
Disperser Motor Horsepower(hp)
1 hp
•
Disperser Motor Power Supply
46OV/ 3 ph/ 60 Hz
•
Polymer Tanks
2
•
Polymer Tanks Volume
1,580
•
Polymer Tanks material
FRP
GBT Polymer Transfer Pump
• Manufacturers
Seepex
• Type of Pump
Progressive Cavity
• Model
BN 35-6L/A6-A7-A7-HO-GA-X
• Number of Pumps
1
• Design Capacity
150 gpm
• Discharge Pressure
45 psig
• Motor Speed
1750
• Motor Horsepower(hp)
10 hp
• Power Supply
460 V /3 Ph/ 60 Hz
GBT Thickened Sludge Pump
• Manufacturer
• Number
• Model
• Type
• Capacity (gpm)
• Differential Pressure (. maximum flow)
• Maximum Differential Pressure
• Maximum Pump Speed
Netzsch
2 (1 per GBT)
NM09OS02S 12J
Progressive Cavity
15-100 gpm
40 psi
150 psi
250 rpm
Page 20

James A. Loughlin Wastewater Treatment Plant Major Equipment List
GBT Thickened Sludge Pump
• Maximum Motor Speed 1800 rpm
• Speed Control Variable Frequency
• Motor Horsepower 15 hp
• Solids Concentration 0% -8%
GBT Polymer Feed Pump
• Manufacturer
Netzsch
• Number
3
• Model
NM038SY02Sl2B
• Type
Progressive Cavity
• Capacity (gpm)
3-12 gpm
• Differential Pressure (. maximum flow)
15 psi
• Maximum Differential Pressure
50 psi
• Maximum Pump Speed
500 rpm
• Maximum Motor Speed
1800 rpm
• Speed Control
Variable Frequency
• Motor Horsepower
1 hp
• Polymer Feed Rate Range
36 to 576 lbs/day
TWAS Pump
•
Manufacturer
Netzsch
•
Number
1
•
Model
NMO45SYOIL07K
•
Type
Progressive Cavity
•
Capacity (gpm)
15-50 gpm
•
Differential Pressure (. maximum flow)
40 psi
•
Maximum Differential Pressure
150 psi
•
Maximum Pump Speed
250 rpm
•
Maximum Motor Speed
1800 rpm
•
Speed Control
Variable Frequency
•
Motor Horsepower
5 hp
•
Solids Concentration
0% -8%
Page 21

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Truck loading Pump
•
Manufacturers
Gould's/ ITT
•
Type of Pump
Horizontal Non -Clog
•
Model
HS
•
Number of Pumps
1
•
Design Capacity (gpm)
700
•
Total Dynamic Head(feet)
38
•
Motor Speed(rpm)
1200
•
Motor Horsepower(hp)
40
•
Suction Diameter
6 Inches
•
Discharge Diameter
6 inches
•
Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Belt Filter Presses
•
Manufacturer
Ashbrook
•
Number
4
•
Model
Aquabelt
•
Belt Width
Klampress, 2.0 Meters
•
Maximum Liquid Feed Rate (per thickener)
150 gal/minute
•
Maximum Solids Loading Rate
1,500/hour
•
Design Feed Solids Concentration
1.0 % to 4.0%
•
Design Solids Capture
95%
•
Drive Motor Manufacturer
Eurodrive
•
Maximum Motor Speed(rpm)
1800
•
Minimum Motor Horsepower(hp)
3
•
Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
•
Hydraulic Pump Motor Manufacturer
Worldwide Electric
•
Maximum Motor Speed(rpm)
1200
•
Minimum Motor Horsepower(hp)
1
•
Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Belt Filter Presses Washwater Booster Pump
• Manufacturers
• Type of Pump
• Model
• Number of Pumps
• Design Capacity
• Discharge Pressure
Gould's Pump
Centrifugal
Series SSH-ASH
4
97 gpm
130 PSI
Page 22

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Belt Filter Presses Washwater Booster Pump (cost.)
• Motor Speed 3600
• Motor Horsepower(hp) 15
• Power Supply 460 V /3 Ph/ 60 Hz
Belt Filter Presses Sludge Feed Pump
•
Manufacturer
Netzsch
•
Number
4
•
Model
NM090SY02S14K
•
Type
Progressive Cavity
•
Capacity (gpm)
15-50 gpm
•
Differential Pressure (. maximum flow)
40 psi
•
Maximum Differential Pressure
150 psi
•
Maximum Pump Speed
250 rpm
•
Maximum Motor Speed
1800 rpm
•
Speed Control
Variable Frequency
•
Motor Horsepower
15 hp
•
Solids Concentration
0% -6%
Belt Filter Presses Polymer Preparation System
• Number
• Type
• Manufacturer
• Model
• Dry Polymer Hopper Capacity
• Design Dry Chemical Unit Weight
• System Capacity
• Feeder Motor Speed(rpm)
• Feeder Motor Horsepower(hp)
• Feeder Motor Power Supply
• Disperser Motor Speed(rpm)
• Disperser Motor Horsepower(hp)
• Disperser Motor Power Supply
• Polymer Tanks
• Polymer Tanks Volume
• Polymer Tanks material
2
Dry Polymer Preparation System
Siemens Water Technologies
DP 1000/DD4
10 ft'
45lbs/ft'
0.064-3.86fl per hour
1750
0.25 hp
120 V/ 1 ph/ 60 Hz
1750
1 hp
460V/ 3 ph/ 60 Hz
2 For Each System
1,580
FRP
Page 23

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Belt Filter Presses Polymer Transfer Pump
• Manufacturers
• Type of Pump
• Model
• Number of Pumps
• Design Capacity
• Discharge Pressure
• Motor Speed
• Motor Horsepower(hp)
• Power Supply
Seepex
Progressive Cavity
BN 35-6UA6-A7-A7-HO-GA-X
2
150 gpm
45 psig
1750
10 hp
460 V /3 Ph/ 60 Hz
Belt Filter Presses Polymer Feed Pump
•
Manufacturer
Netzsch
•
Number
4
•
Model
NM038SY02Sl2B
•
Type
Progressive Cavity
•
Capacity (gpm)
15 gpm
•
Differential Pressure (. maximum flow)
15 psi
•
Maximum Differential Pressure
50 psi
•
Maximum Pump Speed
500 rpm
•
Maximum Motor Speed
1800 rpm
•
Speed Control
Variable Frequency
•
Motor Horsepower
3 hp
•
Polymer Feed Rate Range
36 to 576 lbs./day
Building 700 Digesters
• Manufacturer
• Type
• Number
• Digester cover Diameter
• Sludge Capacity
Olympus Technologies
Floating model G
2
65 feet
695,000 each
Page 24

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Building 740 Digesters
• Manufacturer
• Type
• Number
• Digester Cover Diameter
• Sludge Capacity
Building 700 Gas Mixing Systems
• Manufacturer
• Number of Units
• Type
• Mixing Requirement
• Sludge Plastic Viscosity
• Mixers per Digester
• Mixer Diameter (inches)
• Mixer Location
• Gas Compressor Type
• Gas Compressor Capacity(scfm)
• Gas Compressor Discharge Pressure(psig)
• Gas Compressor Horsepower (HP)
Olympus Technologies
Floating model Gf
3
60 feet
380,000 each
WasteTech
2
Cannon
95° F (+/-) 1 °
300 cps at 6 sec"'
5
24"
One at center, four at 2/3 raduis
Liquid Ring Rotary with Sea]
160 SCFM
13.1
20
Building 740 Gas Mixing Systems
• Manufacturer
WasteTech
• Number of Units
3
• Type
Cannon
• Mixing Requirement
95°F (+/-) 10
• Sludge Plastic Viscosity
300 cps at 6 sec"'
• Mixers per Digester
6
• Mixer Diameter (inches)
18"
"Mixer Location
Six at 2/3 raduis
• Gas Compressor Horsepower (HP)
15
Page 25

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Building 700 Boilers
• Manulacturer
• Number
• Minimum Boiler Net Output (BTU/hour)
• Fuel
Building 700 Heat Exchangers
• Manufacturer
• Number
• Heating Capacity(BTU/hr)
• Sludge Recirculation Flow (gpm)
Sludge Recirculation Temperature (OF)
• Influent Sludge Flow Range (gpm)
• Minimum Influent Sludge Temperature ff )
• Minimum Hot Water Feed Temperature (OF)
• Hot Water Flow Rate, gpm
Cleaver Brooks
2
2,000,000
Natural Gas/Digester
Olympus Technologies
2
2,000,000
350 gpm
950
0 -90 gpm
55°
1500
150 gpm
Building 725 Boiler/Heat Exchanger Units (Right/left)
• Manufacturer
Walker Process Equipment
• Number
2
• Heating Capacity(BTU/hr)
584,000 Boiler
• Heating Capacity(BTU/hr)
500,000 Exchanger
• Fuel
Natural Gas/Digester
• Sludge Recirculation Flow (gpm)
300 gpm
• Sludge Recirculation Temperature (OF)
950
Building 725 Boiler/Heat Exchanger Units (center)
• Manufacturer Walker Process Equipment
• Number 1
• Heating Capacity(BTU/hr) 1,500,000 Boiler
• Heating Capacity(BTU/hr) 1,000,000 Exchanger
• Fuel Natural Gas/Digester
• Sludge Recirculation Flow (gpm) 460 gpm
• Sludge Recirculation Temperature (OF) 950
Page 26

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Building 700 Hot Water Pumps
•
Manufacturers
Bell & Gosset
•
Number
2
•
Type
Centrifugal
•
Capacity (gpm)
300 gallons/ min
•
Total Dynamic Head
25'
•
Pump Speed (rpm)
1800
•
Motor Horsepower
7.5
•
Motor Speed (rpm)
1800
•
Power Supply
460 V /3 Ph/ 60 Hz
•
Temperature of liquid Pumped(F)
150-200
Building 700 Sump Pumps
•
Manufacturers
Myers
•
Type of Pump
Submersible Pump
•
Model
3MW
•
Number of Pumps
2
•
Design Capacity (gpm)
50gpm
•
Total Dynamic Head (feet)
28 ft.
•
Maximum Motor Speed(rpm)
1800 rpm
•
Minimum Motor Horsepower(hp)
2 hp
•
Suction Discharge Diameter
3 inches
Building 700 Digester Sludge Recirculation Pumps
•
Manufacturers Type of Pump
Wemco
•
Number of Pumps
3
•
Design
Horizontal Recessed hnpeller
•
Capacity (gpm)
250
•
Total Dynamic Head (feel)
30
•
Motor Speed(rpm)
1800
•
Motor Horsepower (hp)
5
•
Solids Concentration (%)
1 to 2
•
Motor Speed(rpm)
1800
•
Motor Horsepower(hp)
20
•
Voltage/ Phase/ Frequency
230/460 V/ 3 ph/ 60 Hz
Page 27

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Building 700 Digester Transfer Pumps
• Manufacturer
• Type of Pump
• Model
• Number of Pumps
• Design Capacity (gpm)
• Total Dynamic Head(feet)
• Motor Speed(rpm)
• Motor Horsepower(hp)
• Suction Diameter
• Discharge Diameter
• Voltage/ Phase/ Frequency
Aurora
Horizontal Non -Clog
651A-SF 4x6xl5
2
700gpm
55 ft.
900 rpm
20 hp
6 inches
4 inches
460 V/ 3 ph/ 60 Hz
Building 700 Digester Transfer Sludge Inline Grinders
• Number of Grinders
2
• Manufacturer
JWC Environmental
• Model
3004T-1206 Muffin Monster
• Design Capacity
1200 gpm
• Solids Concentration
0% to 6%
• Maximum Headloss
0.91 psi
• Maximum Motor Speed(rpm) 1800
• Minimum Motor Horsepower(hp) 5
• Voltage/ Phase/ Frequency 480 V/ 3 ph/ 60 Hz
Building 725 Digester Sludge Recirculation Pumps
• Manufacturers Wemco
• Number of Pumps 2
• Design Horizontal Recessed Impeller
• Capacity (gpm) 300
• Total Dynamic Head (feel) 39
• Motor Speed(rpm) 1760
• Motor Horsepower(hp) 7.5
• Voltage/ Phase/ Frequency 230/460 V/ 3 ph/ 60 Hz
Page 28

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Building 725 Digester Sludge Recirculation Pumps
• Manufacturer Galigher
• Model 4VNA1000
• Number of Pumps
1
• Design
Horizontal
• Capacity (gpm)
• Total Dynamic Head (feel)
• Motor Speed(rpm)
1765
• Motor Horsepower(hp)
15
• Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Building 725 Digester Transfer Pumps
•
Manufacturer
Goulds
•
Type of Pump
Horizontal Non -Clog
•
Model
HS Size 6x6-12
•
Number of Pumps
1
•
Design Capacity (gpm)
300 gpm
•
Total Dynamic Head(feet)
82 ft.
•
Motor Speed(rpm)
1850 rpm
•
Motor Horsepower(hp)
60 hp
•
Voltage/ Phase/ Frequency
460 V/ 3 ph/ 60 Hz
Building 725 Digester Transfer Sludge Inline Grinders
• Number of Grinders
1
• Manufacturer
Franklin -Miller
• Model
Super Shredder 8000
• Maximum Motor Speed(rpm)
1750
• Minimum Motor Horsepower(hp)
5
• Voltage/ Phase/ Frequency
208-230/480 V/ 3 ph/ 60 Hz
Building 725 Digester Transfer Sludge Inline Grinders
• Number of Grinders
I
• Manufacturer
JWC Environmental
• Model
30001-12-6
• Maximum Motor Speed(rpm)
1725
• Minimum Motor Horsepower(hp)
3
• Voltage/ Phase/ Frequency
480 V/ 3 ph/ 60 Hz
Page 29

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Building 725 Digester Transfer Sludge Inline Grinders
• Number of Grinders
1
• Manufacturer
JWC Environmental
• Model
3004T-1204 DI Muffin Monster
• Maximum Motor Speed(rpm)
1800
• Minimum Motor Horsepower(hp)
3
• Voltage/ Phase/ Frequency
230/480 V/ 3 ph/ 60 Hz
Building 725 Gas Storage
•
Manufacturer
Envirex
•
Diameter
50 feet
•
Minimum Capacity
39,800 ft3
•
Operating Pressure
2" to 8" W.C.
•
Number of Blowers
2
•
Blower Capacity
230 cfm
•
Static Air Chamber Pressure
13" W.C.
•
Motor Horsepower (hp)
1.5
•
Motor Speed(rpm)
3600
•
Motor Horsepower(hp)
1.5
•
Voltage/ Phase/ Frequency
230/460 V/ 3 ph/ 60 Hz
Building 740 Gas Dryer
• Manufacturer
• Number of Units
• Type
• Model
• Flow rate( per compressor)
• Compressor Discharge Pressure
• System Discharge Pressure
• Maximum Horse Power Draw (per compressor)
• Maximum Surge flow
Building 740 Waste Gas Burners
• Number
• Type
• Manufacturer
• Model
Gardener Denver
2
Gas Drying System
310
125 SCFM
4.0 psig
3.0 psig
5.5 hp
60 scfm
2
Waste Gas Bumer & Pilot Ignition
Varec
244W series
Page 30

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Building 740 Waste Gas Burners (cont.)
• Burner size
• Maximum Flow Rate
Septage Receiving Station
• Number
• Hydraulic Capacity
• Manufacturer
• Model
Septage Receiving Pumps
• Manufacturers
• Type of Pump
• Number of Pumps
• Model
• Design Capacity (gpm)
• Total Dynamic Head (feet)
• Motor HP
• Motor Speed
• Voltage/ Phase/ Frequency
Filtrate Drain Pumps
• Manufacturers
• Type of Pump
• Number of Pumps
• Model
• Design Capacity (gpm)
• Total Dynamic Head(feet)
• Motor HP
• Motor Speed
• Voltage/ Phase/ Frequency
6"
51,300 ft' / hr
1
400 gpm
Lakeside Equipment
31CPSAGA.250
Fairbanks Morse
Submersible Nonclog
2
D5435MV
600gpm
53 ft.
15 hp
1151 rpm
460 V/ 3 ph/ 60 Hz
Fairbanks Morse
Submersible Nonclog
3
D5434MV
1000gpm 1500gpm
68 ft. 58 ft.
40 hp
1180 rpm
460 V/ 3 ph/ 60 Hz
2000gpm
46 ft.
Page 31

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Odor Scrubber Tower
• Manufacturer
• Number of Scrubber Towers
• Type
• Internal Diameter(feet)
• Packing Depth (feet)
• Packing Type
• Packing Material
• Design Air Flow
Ceilcote
1
Vertical Packed Bed
5 feet 6 inches
12 feet
Jaeger 3.5" Tri pack
Polypropylene
7,100 acfm
Odor Scrubber Fan
• Manufacturer
Ceilcote
• Number
1
• Type
Centrifugal fan
• Capacity
7,100 acfm @ 10" W.C.
• Speed
1760 rpm
• Horsepower
20 hp
• Power Supply
460v / 3 ph/ 60 hz
Scrubber Recirculation Pump
•
Manufacturer
Innomag
•
Type of Pump
Centrifugal
•
Number of Pumps
2
•
Model
TB-mag A
•
Design Capacity(gpm)
160 gpm
•
Total Dynamic Head(feet)
60 feet
•
Motor Speed(rpm)
3450 rpm
•
Motor Horsepower(hp)
5 hp
•
Power Supply
230/460 V/ 3ph/ 60 hz
NaOH Mixing Pumps
• Manufacturer
• Type of Pump
• Number of Pumps
Innomag
Centrifugal
2
Page 32

James A. Loughlin Wastewater Treatment Plant Major Equipment List
NaOH Mixing Pumps (cont.)
• Model
• Design Capacity(gpm)
• Total Dynamic Head(feet)
• Motor Speed(rpm)
• Motor Horsepower(hp)
• Power Supply
Sodium Hypochlorite Feed Pump
• Manufacturers
• Type of Pump
• Model
• Service
• Number of Pumps
• Design Capacity
• Discharge Pressure
• Maximum Pump Speed (spin)
• Power Supply
Sodium Hydroxide Feed Pumps
• Manufacturers
• Type of Pump
• Model
• Service
• Number of Pumps
• Design Capacity
• Discharge Pressure
• Maximum Pump Speed (spin)
• Power Supply
Sodium Hypochlorite Storage Tank
• Manufacturer
• Number of Tanks
• Type of Tank
• Nominal Capacity (gal)
• Nominal Diameter(feet)
TB-mag A
60 gpm
35 feet
1750 rpm
2 hp
230/460 V/ 3ph/ 60 hz
Siemens
Metering (Positive displacement/ diaphragm)
Chem -AD XL Series C4
1 % - 18% Sodium Hypochlorite
2
25 gph
30 psi
100
110V/ 1 ph/ 60hz
Siemens
Metering (Positive displacement/ diaphragm)
Chem -AD XL Series C-4
0 % - 50 % Sodium Hypochlorite
3
25 gph
30 psi
100
110V/ 1 ph/ 60hz
Southeastern Fiberglass Products, Inc.
1
Vertical, Cylindrical
6,000
10
Page 33

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Sodium Hydroxide Storage Tank
• Manufacturer
• Number of Tanks
• Type of Tank
• Nominal Capacity (gal)
• Nominal Diameter(feet)
Plant Standby Emergency Generator 1
• Manufacturers
• Model
• Model Year
• Service
• Fuel Type
• Tank type
• Tank Capacity
Plant Standby Emergency Generator 2
• Manufacturers
• Model
• Model Year
• Service
• Fuel Type
• Tank type
• Tank Capacity
Storm Water Pond #1
Southeastern Fiberglass Products, Inc.
1
Vertical, Cylindrical
6,000
10
Caterpillar
3516
1997
4160 Volts, 1275 KW nom, 1372 KW max
Low Sulfur Off Road Diesel
ConVault
10,000 gallons
Caterpillar
3516
2008
4160 Volts, 2000 KW nom, 2148 KW max
Low Sulfur Off Road Diesel
ConVault
10,000 gallons
•
Location
South
•
Size
>1.0 acre
•
Gate Type
Sluice
•
Gate Size
24" x 24"
•
Pump Manufacturer
Dobbs
•
Type of Pump
Floating Centrifugal
•
Model
#5211
•
Number of Pumps
1
•
Design Capacity
510 gpm
•
Total Dynamic Head
20 feet
Page 34

James A. Loughlin Wastewater Treatment Plant Major Equipment List
Storm Water Pond #1 (cont.)
• Speed 3600 rpm
• Power Supply 480v/ 3 ph/ 60 hz
Storm Water Pond #2
•
Location
North
•
Size
.25
•
Gate Type
Sluice
•
Gate Size
24" x 24"
•
Pump Manufacturer
Dobbs
•
Type of Pump
Floating Centrifugal
•
Model
#5211
•
Number of Pumps
1
•
Design Capacity
510 gpm
•
Total Dynamic Head
20 feet
•
Speed
3600 rpm
•
Power Supply
480v/ 3 ph/ 60 hz
Page 35

0
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. 23'" 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

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.
2013 Performance

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.
SWTP
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.
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 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.
k�l•.r�e�—k � • N •'zip � , � � r��z

Summary of Biomonitoring Test Informtalon: 4th Quarter 2001- 1st Quarter 2016
James A. Loughlin WWTP/ NPDES Permit No. NCD023965 Outfall 001
Part E. Toxicity Testing Data
Sample Sample Collection
Year Month Outfall Identification Date Testing Date % Effluent Results Method Test SDecies Reoort Submitted
2011
November
001
Effluent
November 1, 2011
November 3, 2011
90
PASS
EPA-821-R02-012
Ceriodaphnia dubia
December 30, 2011
2012
February
001
Effluent
February 7, 2012
February 9, 2012
90
PASS
EPA-821-1102-012
Ceriodaphnia dubia
March 22, 2012
2012
May
001
Effluent
May 8, 2012
May 10, 2022
90
PASS
EPA-821-1102-012
Ceriodaphnia dubia
June 19, 2012
2012
August
001
Effluent
August 6, 2012
August 8, 2012
90
PASS
EPA-821-1102-012
Ceriodaphnia dubia
September 20, 2012
2012
November
001
Effluent
November 5, 2012
November 7, 2012
90
PASS
EPA-821-R02-012
Ceriodaphnia dubia
December 21, 2012
2013
February
001
Effluent
February 4, 2013
February 6, 2013
4.8
PASS
EPA-821-R02-012
Ceriodaphnia dubia
March 25, 2012
2013
February
1001
Effluent
February 4, 2013
February 6, 2013
90
PASS
EPA-821-R02-012
Ceriodaphnia dubia
March 25, 2013
2013
May
001
Effluent
May 7, 2013
May 9, 2013
90
PASS
EPA-821-1102-012
Ceriodaphnia dubia
June 28, 2013
2013
Au ust
D01
Effluent
August 6, 2013
August 7, 2013
4.8
PASS
EPA-821-1102-012
Ceriodaphnia dubia
September 27, 2013
2013
August
001
Effluent
August 6, 2013
August 7, 2013
90
PASS
EPA-821-1102-012
Ceriodaphnia dubia
September 27, 2013
2013
November
D01
Effluent
November 6, 2013
November 11, 2013
90
PASS
EPA-821-1102-012
Ceriodaphnia dubia
December 20, 2013
2014
February
001
Effluent
February 4, 2014
February 6, 2014
90
PASS
EPA-821-1102-012
Ceriodaphnia dubia
March 20, 2024
2014
May
001
Effluent
May 6, 2014
May 8, 2014
90
PASS
EPA-821-1102-012
Ceriodaphnia dubia
June 24, 2014
2014
Au ust
D01
Effluent
August 5, 2014
August 7, 2014
90
PASS
EPA-821-1102-012
Ceriodaphnia dubia
September 28, 2014
2014
November
D01
Effluent
November 5, 2014
November 6, 2014
90
PASS
EPA-821-R02-012
Ceriodaphnia dubia
December 2014
2015
February
D01
Effluent
February 9, 2015
February 11, 2015
4.8
PASS
EPA-821-R02-012
Ceriodaphnia dubia
March 25, 2014
2015
May
D01
Effluent
May 4, 2015
May 6, 2015
4.8
PASS
EPA-821-R02-012
Ceriodaphnia dubia
June 30, 20015
2015
August
001
Effluent
August 3, 2015
August 5, 2015
4.8
PASS
EPA-821-1102-013
Ceriodaphnia dubia
September 29, 2015
2015
INovember
1001
jEffluent
INovember 2, 2015
iNovember4,2015
4.8
PASS
EPA-821-R02-013
Ceriodaphnia dubia
December 15, 2015
2016
IFebruary
1001
jEffluent
I February 8, 2016
February 10, 2016
4.8
PASS
EPA-821-1102-012
ICeriodaphnia dubia
IMarch 30, 2016

North" W WTP Chemistry
Da9y
&12013. 4I302016
N E9Im
50050
Flow Mod
MGD
N E11int
00010
Temp
C
N E91m
00400
Ph Field
S.U.
N Ef nt
00300
DO
MGIL
N EBIm
50060
C12
UGIL
N E11Im
00500
TS
MGIL
N EMm
00505
TVS
MGIL
N EBlyd
00530
TSS
MGIL
N EBlyd
00545
Selz Sds
MLA.
N E91M
00665
Total P
MGIL
N Efim
00610
NH3 N
MGIL
N E11Im
00556
O & G
MGIL
N E18rd
00552
O&G
Hex
MGIL
N EMm
00340
COD
MGIL
N EMnt
00310
BOD 5
MGIL
N EMrvt
00314
CBOD 5
MG/L
N EMnt
UV254
UV254
%T
Wednesday
5/12013
8.231
21
7
7.4
363
381
Q.5
<1
25
3
Thureday
522013
8.312
21
7.1
8.2
Q.5
<1
30
2.5
Friday
5MW13
8.282
21
7.1
7.8
372
<2.5
1
<7
1
24
1<2
Saturday
5I42013
8.066
29
Sunday
5M=13
8.121
25
Monday
SB M13
8.121
21
7.2
7.5
363
Q.5
<1
22
Q
Tuesday
5I72013
7.976
21
7.1
8.5
370
Q.5
<1
<5
25
2
Wednesday
SM013
7.704
21
7.2
8.3
374
Q.5
3
<1
24
Q
Q
Tkffsft
SMM13
7.797
22
7.3
8.3
395
42.5
<1
29
Q
Friday
SM012013
7.654
21
7.2
7.9
395
42.5
<1
33
3
Saturday
5/112013
7.793
36
Sunday
5/122013
7.28
25
Monday
5/1312013
7.37
21
7.1
7.5
352
Q.5
<1
27
Q
Tuesday
5/14/2013
6.842
21
7.4
7.6
374
Q.5
<1
25
Q
Wednesday
5/1M13
7.053
22
7.2
8
371
<2.5
<1
27
Q
TMradey
5/162013
7.255
22
7.3
7.7
380
Q.5
<1
28
Q
Friday
5/172013
6.832
22
7.2
7.8
407
<2.5
<1
28
<2
Saturday
5/1812013
7.342
28
Sunday
5MOM13
7.401
25
Monday
52M13
7.562
23
7.2
7.1
369
Q.5
<1
22
Q
Tuesday
5212013
7.083
23
7.3
7.8
366
Q.5
<1
28
Q
Wednesday
5222013
7.708
23
7.4
8
393
42.5
<1
25
2
Thusday
5232013
7.408
24
7.5
8.1
388
Q.5
<1
24
2
Friday
5242013
7.305
23
7.2
8
381
4.5
<1
20
2.5
Saturday
52&M13
6.804
19
Sunday
5282013
7.234
26
Monday
527/2013
6.883
H
H
H
H
H
H
19
H
Tuesday
5282013
6.993
124
7.1
7.3
377
Q.5
<7
22
Q
Wednesday
5292013
7.039
24
7.2
7.9
397
4.5
<7
121
1<2
Thursday
5130I2013
7.274
24
7.3
18.2
396
4.5
<7
120
1<2
Friday
5/312013
7.355
24
72
8.2
400
4.5
<1
19
Q
Saturday
&12013
6.727
22
Sunday
622013
6.95
21
6/32013
8.024
24
7
7.7
381
Q.5
<1
23
3
a
6/4,2013
7.691
24
7.1
7.7
414
Q.5
1.7
<5
25
2.5
WA13
7.11
24
7.1
7.8
405
4.5
13.15
<1
21
2.5
SON13
17.224
125
7.8
9.2
405
4.5
1
1
<1
24
2

No Made W WTP Choni*y
Daly
5/12013 - 4rSIM16
N EMrlt
50M
Flow Mpd
MGD
N EPonI
00010
Temp
C
N 6Mt
00400
Ph Field
S.U.
N FJOrN
00300
DO
MGIL
N dOM
50060
C12
UGIL
N EIIlnl
00500
TS
MG/L
NOW
00505
TVS
MG/L
NORM
00530
TSS
MG/L
N O Int
00545
Set Sds
ML/L
NOW
00555
Total P
MGIL
N Mri
00610
NH3 N
MG/L
N EBht
00556
0 8 G
MGIL
N EBIM
00552
OBG
Hex
MG/L
N EMAt
00340
COD
MG/L
N EBlnt
00310
SOD 5
MG/L
N EMnt
00314
CSOD 5
MG/L
N E1Mq
UV254
LIV254
%T
Friday
6012013
9.597
24
7.4
7.7
416
Q.5
<1
26
Q
Saturday
BB2013
8.436
1
1
24
Sunday
6MM13
7.895
1
1
123
Monday
6/10/2013
8.691
25
7.5
7.9
387
<2.5
<1
26
Q
Tuesday
6/11/2013
7.678
25
7.7
8.2
398
Q.5
<1
22
2
Wednesday
GlIZ2013
7.671
25
7.3
7.8
408
Q.5
<1
29
2
Thuaday
6/132013
7.649
26
7.6
7.7
407
Q.5
<1
26
4.5
Friday
6/14/2013
8.093
25
7.6
8.1
403
Q.5
<1
30
3.5
Seesday
61152013
7.2
25
Sunday
6/16=13
7.255
22
Monday
6/17/2013
7.753
25
7.5
8
386
Q.5
<1
26
Q
Tuesday
6/19=13
7.429
25
7.3
7.4
390
Q.5
<1
28
2
Wednesday
6/19/2013
8.643
26
7.2
7.5
410
Q.5
<1
38
4
Thum*
6202013
7.553
25
7.7
8.3
411
<2.5
<1
31
4
Friday
621/2013
7.494
25
7.6
8.5
395
Q.5
<1
30
<2
Saturday
6222013
8.261
25
Sunday
6/232013
9.599
23
Maley
6242013
8.794
25
7.9
8.3
397
Q.5
<1
20
Q
Tuesday
625/2013
8.751
26
7.6
8.2
378
Q.5
<1
19
Q
Wednesday
6262013
8.153
26
7.4
8.3
390
Q.5
<1
25
Q
Thesday
OW2013
8.83
26
7.5
8.3
395
Q.5
<1
27
Q
Friday
6282013
11.743
26
7.4
8.2
417
Q.5
<1
28
Q
Saturday
G2M13
10.155
23
Sunday
6610/2013
11.161
24
Malay
7/12013
11.217
26
7.4
8.3
338
Q.5
<1
20
<2
Tuesday
722013
10.544
26
7.3
8.3
348
Q.5
<1
21
2
Wednesday
7/3I2013
9.951
26
7.5
8.4
350
Q.5
<1
35
6
Thuroday
7/4/2013
9.559
H
H
H
H
H
H
34
H
Friday
715=13
9.636
26
7.6
8.4
348
Q.5
<1
30
2
Setudey
7/62013
9.002
29
Sunday
7I72013
8.491
26
Monday
7/8M13
8.885
26
7.4
8.2
355
Q.5
<1
23
Q
Tuesday
7IM13
8.627
25
7.2
8.3
371
Q.5 1
1
<1
<5
21
Q
Wednesday
7/102013
7.93
27
7.4
8.2
373
Q.5
2.1
<1
25
<2Thureft
7/112013
8.265
27
7.3
8
382
Q.5
<1
19
Q
Friday
7/122013
11.796
26
7.3
8.2
417
Q.5
<1
18
2
SOKHOMY
7/132013
11.073
1
20

Wt elde W WTP Chemistry
Daily
5112013 - 4/30/2016
N EBlnt
50050
Flow Mpd
MGD
N Enha
00010
Temp
C
N E1MIa
00400
Ph Field
S.U.
N Mint
00300
DO
MGIL
N EMIm
50060
02
UGIL
N EM rd
00500
TS
MGIL
N EMIot
00505
TVs
MGIL
N EMhd
00530
TSS
MGIL
N EMM
00545
Sell Sds
MUL
N EOInt
00665
Total P
MGIL
N E19at
00510
NH3 N
MGIL
N EMIot
00556
O 8 G
MGIL
N EMlnt
00552
OBG
Hex
MG/L
N EOlnl
00340
COD
MGIL
N EMnt
00310
BOD 5
MGIL
N Elllm
00314
CBOD 5
MG/L
N FJMrd
UV254
UV254
%T
Sunday
71142013
10.302
16
Malley
7/152013
11.929
27
7.3
_
8
277
<2.5
<1
20
Q
Tuesday
7/16M13
9.898
27
7.3
8.1
-
340
1
Q.5
I
I
<1
1
123
1<2
Wednesday
7/172013
9.956
27
7.2
8.3
305
<2 5
<1
23
Q
Thursday
7/182013
9.951
27
7
8.3
359
<Z5
<1
22
Q
Frday
7/19I2013
9.321
27
7.2
8.3
396
<2.5
<1
24
Q
Saturday
7202013
8.701
24
Sunday
721/2013
8.609
26
Maley
722I2013
8.671
27
7.3
7.9
368
42.5
<1
24
Q
Tuesday
723I2013
8.405
27
7.1
7.8
376
<2.5
<1
22
2
Wednesday
7242013
8.513
27
7.3
7.8
394
Q.5
<1
27
2
Thursday
7252013
8.242
27
7.5
8
1381
Q.5
<t
24
2
Friday
7282013
7.918
27
7.5
7.9
395
Q.5
<1
26
2
Saturday
7272013
7.904
22
Sunday
728/2013
7.734
18
Maley
7292013
8.931
27
7.5
8
379
Q.5
<1
26
Q
Tuesday
7/302013
8.33
27
7.3
7.6
389
Q.5
<1
24
Q
Wednesday
71312013
8.528
127
7.3
7.9
387
Q.5
<1
28
3.5
Thursday
8/1/2013
10.313
27
7.3
7.9
406
Q.5
<1
29
3
Friday
822013
9.463
27
7.4
8
381
Q.5
<1
26
2
Saturday
N32013
8.63
26
Sudsy
9/42013
8.373
22
Maley
8152013
8.288
27
7.3
7.8
361
Q.5
<1
<5
26
2
Tuesday
8AM13
8.125
27
7.2
8
382
Q.5
2.7
<1
22
Q
Q
Wednesday
8/7/2D13
7.908
27
7.3
8.1
403
Q.5
<1
28
3
Thursday
SIM13
7.755
27
7.3
8
434
Q.5
<1
26
2.5
Friday
8IM13
7.816
27
7.3
8.1
425
<2.5
<1
26
2
Saturday
SIIWA13
7.917
27
Sunday
81112013
8.017
27
Maley
9/122013
8.164
28
7.1
7.9
388
Q.5
<1
22
3
Tuesday
9/132013
7.745
27
7
7.7
415
Q.5
41
22
4
Wednesday
8/14=13
8.964
28
7.4
8
408
Q.5
<1
24
3
Thursday
8I152013
9.517
27
7.7
8
435
Q.5
<1
28
2
Friday
8/16M13
9.165
26
7.5
8.2
406
Q.5
<1
27
2
Saturday
8/172013
11.233
24
Batley
9/192013
10.878
i
124
9MQM13
110.703
127
18.1
Is
1<1
1
121
3

Nor"We W WfP ClbnYsUy
Defy
51112DI3 - 4/30/2016
N E M[
s0050
Flow Mgd
MGD
N E81M
00010
Temp
C
N E81nt
00400
Ph Field
S.U.
N EBUR
00300
DO
MG/L
N End
S0080
C12
UGIL
N EMnt
00500
TS
MG/L
N 8ft
00505
TVS
MG/L
N Ellin[
00530
TSS
MG/L
N EOlnt
00545
Sea Sds
ML/L
N MA
00665
Totel P
MGIL
N EMnt
00610
NH3 N
MG&
N E16n1
W556
O 8 G
MGIL
N HIIM
00652
OSG
Hex
MGIL
N EMnt
00340
COD
MG/L
N EMM
00310
BOD 5
MG/L
N Writ
00314
CBOD 5
MG/L
N E8M
LIV254
UV254
%T
Tuesday
8/20/2013
11.287
27
7.3
7.9
350
<2.5
<1
25
2
Wednesday
8/21/2013
11.375
27
7
7.7
395
Q.5
<1
29
2.5
Thursday
8222013
11.65
27
7.2
7.9
1364
1
Q.5
<1
30
3
Friday
8232013
10.965
26
7
8
362
Q.5
<1
29
3
Saturday
8124/2013
10.977
24
Sunday
82M13
9.643
21
Monday
82VM13
9.346
26
7.2
82
3"
Q.5
<1
22
2
Tuesday
8I27/2013
10.126
26
7.1
7.8
378
Q.5
<1
26
3
Wednesday
82VM13
9.373
26
7.2
7.9
381
Q.5
<1
31
3.5
Thursday
8292013
9.101
27
7.2
7.9
405
Q.5
<1
35
4
Friday
W&2013
8.92
26
7
8
410
Q.5
<1
27
2
SemMey
8/312013
8.612
25
Sunday
9M2013
8.416
30
Monday
922013
8.89
H
H
H
H
H
H
28
H
Tuesday
9/32013
9.215
27
7
7
374
Q.5
<1
29
2
Wednesday
W4/2013
8.044
25
7
7.6
405
Q.5
<1
30
3
Thursday
9/5=13
8.169
27
7.3
7.7
433
Q.5
<1
25
3
Friday
9AM13
8.156
27
7.5
7.9
426
Q.5
<1
24
2
Sewrdey
W72013
7.759
27
Sunday
9/8/2013
7.669
21
Monday
IMM13
8.082
27
7.1
7.6
410
Q.5
<1
<5
24
Q
Tuesday
9/102013
7.729
27
7.2
7.6
434
Q.5
13.1
<1
25
3
Wednesday
91112013
7.948
27
7.3
7.7
453
Q.5
<1
25
2.5
Thursday
9/12/2013
7.628
27
7.4
7.4
451
Q.5
<1
30
2
Frldey
QIIY2013
7.704
27
7.2
7.5
442
<2.5
<1
30
2
Saturday
9/14/2013
7.421
32
Sunday
9/152013
7.423
29
Monday
9/IWM13
8.044
27
7.3
7.1
418
Q.5
<1
21
2
Tuesday
9/172013
7.493
27
7.2
7.4
435
Q.5
<1
19
Q
Wednesday
9/182013
7.54
26
7.2
8.1
4"
<2.5
<1
19
Q
Thursday
9/192013
7.575
26
7.3
7.9
477
<2.5
<1
29
Q
Fddey
9202013
7.55
26
7.4
8
487
Q.5
<1
28
Q
Saturday
9212013
7.577
30
Sudsy
922/2013
7.976
26
Monday
91 2013
7.704
26
7.2
7.4
477
<2.5
<1
29
Q
Tuesday
9242013
7.307
26
7.5
7.9
463
Q.5
<1
27
Q
lWedmsday
92512013
8.173
26 17.4
18.1
i496
<2.5
<1
32
Q

NoMdde WWTP Chemistry
Daly
511/2013 - 4/3012016
N EMM
50050
Flow Mpd
MGD
N EMM
00010
Temp
C
N EMm
00400
Ph Field
S.U.
N EMM
00300
DO
MGIL
N EMm
50060
C12
UGIL
N EMM
005M
TS
MG/L
N EMM
00505
TVS
MG/L
N EMm
00530
TSS
MGIL
N EMM
00545
Sea Sds
MUL
N EMnd
00565
ToW P
MGIL
N EMnt
00610
NH3 N
MG/L
N EMnt
00556
O & G
MGIL
N EMM
00552
O8G
Hex
MG/L
N EMM
00340
COD
MG/L
N EMM
00310
SOD 5
MG/L
N EMrd
00314
CSOD 5
MG&
N EMM
UV254
UV254
%T
Thursday
9262013
7.483
26
7.4
8
493
Q.5
<1
27
Q
Friday
9272013 -- -
7.446
25
7.2
8.2
465
Q.5
<1
23
Q
Saturday
9282013
7.039
21
Sunday
9292013
7
21
Monday
9/30/2013
7.349
25
7.3
7.9
435
<2.5
<1
20
Q
Tuesday
10/12013
7.426
26
7.4
8.4
426
Q.5
<1
<5
23
Q
Wednesday
1= 013
7.272
25
7.3
8.3
450
Q.5
3.6
<1
25
3.5
Thursday
10/3/2013
7.48
26
8
8.2
449
92.5
<1
26
3
Friday
101U2013
7.772
26
7.4
8.5
444
Q.5
<1
26
3.5
Saturday
1015=13
7.549
22
Sunday
10/6/2013
7.28
27
Monday
1002013
7.574
26
7.5
7.8
421
Q.5
<1
24 1<2
Tuesday
10/82013
7.972
26
7.4
7.9
433
Q.5
<1
28
Q
Wednesday
10/92013
7.533
24
7.6
8.2
480
Q.5
<1
28
Q
Thursday
10/lWM13
7.336
24
7.4
8.4
449
Q.5
<1
24
Q
Friday
10/112013
7.691
23
7.2
8.5
453
Q.5
<1
19
Q
Saturday
10/122013
8.753
24
Sunday
10/132013
7.925
20
Monday
1O1142013
8.758
25
7.3
8.2
490
Q.5
<1
23
Q
Tuesday
10/152013
8.915
24
7.6
8.3
464
Q.5
<1
22
Q
Wednesday
101162013
7.172
25
7.2
8.1
448
Q.5
<1
21
2.5
Thursday
10/172013
7.37
24
7.1
8.3
495
<2.5
<1
21
2.5
Friday
10/18/2013
7.46
25
7.1
8.3
518
Q.5
<1
25
2
Saturday
10/192013
7.44
23
Sunday
101=2WAI
7.129
24
Monday
10/21/2013
7.286
24
7.3
8.3
448
Q.5
<1
22
Q
Tuesday
1022/2013
7.11
24
7.2
8.6
418
<2.5
<1
26
Q
Wednesday
1023I2013
7.413
24
7.2
8.3
425
Q.5
<1
20
<2
Thursday
10242013
6.636
23
7.1
8.8
434
Q.5
<1
18
Q
Friday
10252013
7.183
23
7
8.6
421
Q.5
<1
18
Q
Saturday
10262013
6.586
33
Sunday
1D272013
8.832
27
Monday
10 "13
6.81
23
7
8.6
423
Q.5
<1
19
Q
Tuesday
1WA12013
7.318
123
7
8.5
406
Q.5
<1
21
Q
Wednesday
10/30I2013
6.805
23
7.1
8.7
422
Q.5
<1
22
Q
Tlusdey
10/312013
7.006
23
7
8.5
424
Q.5
<1
25
Q
F
11/12013
7.345
24
7.2
9.5
438
Q.5
<7
22
Q

NorMside W WTP Chemistry
Daily
511/2013.4I392016
N EMm
50050
Flow Mpd
MGD
N EMnt
00010
Temp
C
N EMm
004W
Ph Field
S.U.
N EMnt
00300
DO
MG/L
N EMm
50080
C12
UG/L
N EMm
00500
TS
MG/L
N EMm
00505
TVS
MG/L
N EMra
00530
TSS
MGIL
N EBhd
00545
Son Sds
ML/L
N EMm
00565
Total P
MGIL
N EM nt
00610
NH3 N
MGIL
N EMrn
00556
O 8 G
MG/L
N EMm
00552
OSG
Hex
MG/L
N EMIm
= 0
COD
MG/L
N Ef nt
W310
SOD 5
MG/L
N EMrd
00314
CBOD 5
MG/L
N EMm
UV254
t1V254
%T
Saturday
11/2/2013
7.470
23
Sunday
11/3/2013
6.86
22
Monday
11/4/2013
6.889
122
7.2
18.6
1407
1
Q.5
1
1
<1
22
Q
Tuesday
11/52013
7.021
22
7
8.8
411
Q.5
<1
<5
34
Q
Wednesday
11MM13
6.826
22
7
8.5
451
Q.5
4
<1
28
Q
Q
Thursday
11/7/2013
7.57
23
7
8.2
438
Q.5
<1
27
2
Friday
11/8/2013
5.693
22
7.1
8.8
442
Q.5
<1
23
3
Saaeday,
111WM13
6.805
25
Sunday
11/10/2013
6.58
28
Monday
11/11/2013
6.717
H
H
H
H
H
H
30
H
Tuesday
11/122013
6.718
22
6.9
8.6
408
Q.5
<1
32
Q
Wednesday
11/132013
6.719
20
comment
9.1
426
Q.5
<1
26
Q
Thursday
11/14/2013
7.093
20
7.2
9
439
<2.5
<1
22
Q
Friday
11/15/2013
7.318
20
7.4
8.8
435
<2.5
<1
23
Q
Saturday
11/16=13
6.493
21
Sunday
11/17/2013
6.841
32
Moodily
11/18=13
6.729
22
7
8.1
413
Q.5
<1
25
Q
Tuesday
11I192013
6.951
22
6.9
8
399
Q.5
<1
23
Q
Wednesday
11/20I2013
6.49
21
7.1
8.9
435
Q.5
<1
26
Q
Thursday
11/21/2013
6.082
21
7.2
9
439
Q.5
<1
20
Q
Friday
11/2 M13
6.994
21
7
8.9
446
Q.5
<1
23
Q
Saamlay,
11/232013
6.481
23
Sunday
11/24/2013
6.361
24
Monday
11/25/2013
6.439
20
7.4
9.3
440
Q.5
<1
22
<2
Tuesday
11/26/21113
7.76
20
7.4
9.1
434
Q.5
<1
22
<2
Wednesday
11/27/2D13
8.302
21
8.1
8.4
410
Q.5
<1
24
Q
Thursday
11/28M13
6.334
H
H
H
H
H
H
25
H
Friday
11/29=13
6.151
H
H
H
H
H
H
26
H
Saturday
11/30/2D13
6.761
123
Smday
12/1/2013
6.964
19
Monday
12W2013
6.801
20
7.3
8.8
430
Q.5
<1
<5
21
Q
Tuesday
1213=13
6.818
20
7.2
8.9
425
Q.5
3.5
<1
20
Q
Wednesday
12/4/2013
7.423
20
7.3
9
449
Q.5
<7
20
Q
Thursday
12/•WM13
7.446
20
7
9
475
Q.5
<1
24
Q
Friday
12/8I2013
7.599 121
7.1
8.8
451
Q.5
<1
25
Q
Sehndey
120/2013
6.798 1
1
26
Sunday
12/82013
6.803 1
1
23

Nontlnide W WfP CherMSUy
Daly
5/1/2013 - 4/302016
N EBhM
50050
Flow Mild
MGD
N EMl
00010
Temp
C
N EMnt
00100
Ph Field
S.U.
N EMnt
00300
DO
MG/L
N EMnt
50050
C12
UG/L
N Elllat
00500
TS
MG/L
N EMM
00505
TVS
MG/L
N EMM
00530
TSS
MG/L
N EMM
00545
Sea Sds
MUL
N EMnt
00665
Total P
MG/L
N EMm
00610
NH3 N
MG/L
N EMrrc
00556
O 8 G
MG/L
N EMnt
00552
O6G
Hex
MG/L
N EMnt
00340
COD
MG/L
N EMM
00310
SOD 5
MG/L
N EMM
00314
CBOD 5
MG/L
N EMnt
UV254
W254
%T
Monday
12MM13
7.002
20
7.2
9.4
442
Q5
<1
23
Q
Tuesday
1211WA13
6.923
20
7.1
8.8
371
Q.5
<1
21
Q
Wednesday
12/11/2013
6.905
20
7.2
9.2
424
1
Q.5
1
<1
1
20 J<2
Thursday
12/12/2013
6.638
19
7
9.3
427
Q.5
<1
23 -
Q
Friday
12/132013
6.657
19
7.3
9.7
424
Q.5
<1
24
Q
Saturday
12/14/2D13
7.3
22
Sunday
12/152013
7.478
22
Monday
12/162013
6.81
19
7.4
9.3
387
Q.5
<1
22
Q
Tuesday
12/17/2013
6.981
19
7.1
9.1
376
<2.5
<1
24
Q
Wednesday
1271812013
6.748
18
7
9.2
398
<2.5
<1
23
Q
Thursday
12/192013
6.822
19
7.2
9.2
409
Q.5
<1
28
Q
Friday
12QW2013
7.099
19
7.2
9.4
401
Q.5
<1
24
Q
Saturday
12/21/2013
6.446
23
Sudsy
1222/2013
6.596
25
Monday
12/23/2013
7.068
120
7.3
8.7
375
Q.5
<1
27
Q
Tuesday
12/242013
6.539
H
H
H
H
H
H
28
H
Wednesday
lr"M13
5.715
H
H
H
H
H
H
27
H
Thursday
12282013
6.116
H
H
H
H
H
<1
19
H
Friday
12/27/2013
6.566
18
7.3
9.8
386
Q.5
<1
25
Q
Saturday
12282013
6.436
25
Sunday
12/29/2013
6.973
29
Monday
12I30@013
6.725
18
72
9.6
396
Q.5
<1
29
<2
Tuesday
12/3l/2013
6.811
19
6.9
8.9
403
Q.5
<1
31
Q
Wednesday
1/1/2014
6.549
H
H
H
H
H
H
29
H
Thum*
1/2/2014
8.086
18
7.4
8.8
399
Q.5
<1
27
2
Friday
1l32014
7.33
18
7.5
8.8
387
Q.5
<1
29
2
Saturday
1/42014
6.992
21
Sunday
1/5/2014
7.087
35
Monday
1/62014
7.178
18
7
8.3
373
Q.5
<1
30
2
Tuesday
V72014
6.595
17
6.9
8.7
379
Q.5
<1
<5
37
2
Wednesday
IWA14
6.836
16
7.1
9.4
399
Q.5
3
1.4
38
3
Thursday
102014
6.902
117
7
9.4
422
Q.5
<1
32
2.5
Friday
1/102014
.321
17
7.2
9.3
397
<2.5
<1
33
2.5
Saturday
1/112014
.267
32
Sudsy
1/122014
.314
!77.254
30
Monday
1/132014
18
7.1
8.5
391
<2.5
2
22
3
T
1/14/2014
.698
18
7.1
18.4
1
1'.

Nalhside W WTP Chemistry
Deily
5I12013 - 4I30/2016
N E01nd
50050
Flow Mpd
MGD
N FSllnt
00010
Temp
C
N Elllnt
00400
Ph Field
S.U.
N E18nt
00300
DO
MGIL
N EMnt
50060
C12
UG/L
N E18m
00500
TS
MG/L
N E81nt
D0505
TVS
MG&
N EBInt
00530
TSS
MGIL
N E81w
D0545
Soft Sds
MLIL
N Ellint
00665
Total P
MG/L
N Emtn
00610
NH3 N
MGIL
N E6Int
00556
O 8 G
MGIL
N EMnt
0D552
OBG
Hex
MG/L
N E6Im
00340
COD
MG/L
N EBtrd
00310
SOD 5
MG&
N EHlnt
00314
CBOD 5
MG/L
N EBhd
UV254
11V254
%T
Wednesday
1/152014
7.192
1s
7
8
395
Q.5
<1
29
2.5
Thwsdsy
1/16/2014
7.205
18
7
8.7
395
Q.5
1.5
33
3.5
Fddey
1/172014
6.951
117
7.7
19
1416
1
Q.5
1
1
2.3
1
131
12,5
Saturday
1/19=14
7.181
34
Sunday
1/19=14
6.981
30
Monday
1/20/2014
7.104
H
H
H
H
H
H
30
H
Tuesday
121/20114
7.626
18
6.9
8.3
369
Q.5
<1
32
3
Wednesday
122/2014
7.016
17
7.4
8
377
Q.5
2.5
37
4
Thwaday
1mmu
6.739
16
7.4
8
387
Q.5
1
40
4
Friday
1242014
6.576
16
7.1
8.8
404
Q.5
<1
40
4
Saesday
125/2014
7.09
37
Sunday
t262014
6.957
33
Monday
12712014
7.024
16
7.5
7.1
395
<2.5
<1
36
3
Tuesday
128=14
6.72
16
7.4
7.4
336
<2.5
<1
36
3
Wednesday
1292014
6.32
C
C
C
376
Q.5
27
2
Thuraday
101=14
6.93
15
7.3
9.1
408
Q.5
2.9
34
2.5
Friday
1/312014
7.481
15
7.2
7.6
418
Q.5
<1
29
2
Saturday
2112014
6.993
15
7.2
7.8
30
Sunday
222014
7.243
27
Malay
2I32014
6.954
17
7.4
8.4
408
Q.5
<1
38
3
Tuesday
2/42014
7.097
16
7.4
7.5
407
Q.5
1.2
<5
37
4
Wednesday
ZVA14
7.263
16
7.3
7.8
393
Q.5
3.1
3.6
43
5.5
4.5
Thursday
202014
7.12
16
7.3
7.8
397
Q.5
2.6
45
5
Friday
2172014
7.351
16
7.2
8.1
421
Q.5
2.1
43
4
Seardey
2/82014
6.886
39
Sunday
ZWA14
7.073
51
Malay
2/10/2014
7.168
16
7.2
7.8
381
<2.5
<1
34
3
Tuesday
2/112014
8.403
16
7.2
7.7
375
Q.5
2
35
3.5
Wednesday
2/122014
7.238
15
7.3
7.8
371
Q.5
3.2
37
3.5
Thunsdey
2/132014
8.192
15
7.6
8.7
395
Q.5
<1
33
3
Friday
2/14/2014
8.192
15
7.1
8
409
Q.5
<1
31
3
Satt rday
2/152014
8.273
34
Sunday
2//62014
7.98
34
Malay
2/17/2014
7.986
15
7.6
8.6
372
Q.5
<1
35
3.5
Tuesday
2/182014
7.522
167.2
7.8
379
1
<1
39
3.5
Wednesday
2/19/2014
7.548
16
7.2
8.1
376
<2 5
<1
41
4
Twmfty
2202014 17.513
117
7.2 17.7
1
1394
Q.5
1
40
4

NorIlede W W W Owdstry
Daily
5/1/2013 - 4/3&2016
N Wnt
50050
Flow Mod
MGD
N 98nt
00010
Temp
C
N E81a
00400
Ph Field
S.U.
N EOhr
00300
DO
MGIL
N E81rr
50060
C12
UGIL
N E18a
00500
TS
MG/L
N E/11nt
00505
TVS
MGIL
N FSBnd
00530
TSS
MGIL
N Elliot
00545
Sett Sds
MLA-
N Elliot
00665
Taal P
MG/L
N El t
00510
NH3 N
MGIL
N Fllla
00556
O 8 G
MG/L
N Elliot
00552
OBG
Hex
MGIL
N EBIM
00340
COD
MGIL
N Writ
00310
BOD 5
MGIL
N ElBm
00314
CSOD 5
MG&
N E18m
UV254
UV254
%T
Friday
2212014
7.933
17
7.2
7.6
391
Q.5
<1
42
42
4.5
Saturday
2222014
7.195
_
Sunday
2/232014
7.2
39
Monday
2/24/2014
7.349
17
7.5
7.6
348
Q.5
<1
39
15
Tuesday
2252014
7.197
17
7.4
7.7
378
2.8
2.1
38
5.5
Wednesday
22&2014
7.624
17
7.3
8.7
387
Q.5
<1
42
5
TMnsday
227/2014
7.422
16
7.2
8.6
405
2.5
1.5
42
4.5
Friday
2282014
7.353
16
7.4
8.2
402
Q.5
<1
44
5
Saturday
3l1/2014
6.698
44
Sunday
3/=14
6.9
41
Monday
3I32014
7.017
17
7.4
7.2
387
2.8
<1
<5
41
4
Tuesday
3IM2014
&331
16
7.2
7.5
375
3.9
3.4
2.6
39
5
Wednesday
3/52014
7.062
16
7.2
7.8
388
3.6
3.5
43
6
Thursday,
3MM14
7.368
16
7.5
8.7
412
3.6
<1
40
4.5
Friday
3/72014
10.422
16
7
7.5
400
4.5
<1
37
4.5
Saturday
31/10/14
8.214
40
Sunday
311/0/14
7.458
31
Monday
311O2014
7.988
16
7
7.6
347
<2.5
<1
30
3
Tuesday
3/112014
7.988
17
7.1
8
360
Q.5
<1
35
4
Wednesday
3/12/2014
7.931
17
7.3
8.2
374
Q.5
<1
31
2.5
Thursday
3/132014
7.551
17
7.6
8.4
375
<75
<1
37
2.5
Friday
31142014
7.6311
17
7.4
9.2
406
<2.5
<1
34
2
Sat rdey
3/15/2014
7.475
139
Sunday
WI 2014
7.92
38
Monday
Y17/2014
8.047
17
7.3
7.5
358
Q.5
<1
29
2
Tuesday
YIVM14
&156
16
7.3
7.8
380
Q.5
<1
32
4.5
Wednesday
YIVA14
7.876
16
7.4
9
365
Q.5
<1
34
5
Thursday
Y2012014
7.496
17
7.4
18.5
371
1
Q.5
<1
44
2.5
Friday
321/2014
7.584
17
7.5
8.9
382
Q.5
<1
45
2.5
Sehaday
3W2014
7.274
45
Sudsy,
3232014
7.39
44
Monday
3/242014
7.255
17
7.7
8.4
376
<1
31
2.5
Tuesday
3252014
7.856
17
7.2
8
351
<1
33
Q
Wednesday
&X14
7.44
17
7.3
8.3
386
!<2.5
<1
33
Q
Thuadey
7/2014
7.191
17
7.5
9.7
AIM
<7
31
Q
Friday
82014
IWO14
7.796
17
7.6
8.6
394
<1
31
Q
Sesude
111.272
1
1
1
1
1
1
130

NoMalde W NTP Chemistry
Daily
512013 - 4/302016
N EMM
50050
Flow Mild
MGD
N EMM
00010
Temp
C
N EMnt
00400
Ph Fled
S.U.
N EMnt
00300
DO
MG/L
N EMnt
50060
C12
11G/L
N EMM
00500
TS
MGIL
N EMM
00505
TVS
MGIL
N EMnt
00530
TSS
MGIL
N EMM
00545
Set Sds
MLIL
N EMM
00065
Total P
MG/L
N EOIm
00610
NH3 N
MGIL
N EOhnt
00556
O 8 G
MG/L
N EMm
00552
O8G
Hex
MG/L
N Writ
WM
COD
MG/L
N EMM
00310
SOD 5
MG/L
N EMM
00314
CSOD 5
MG/L
N EMm
t1V254
UV254
%T
Sunday
3130/2014
9.814
27
Monday
3I31/2011
8.844
17
7.3
8.9
1323
<2.5
<1
24
Q
Tuesday
4/1/2014
8.399
118
7.3
18
332
1
1
1
1<5
23
Wednesday
40M14
8.323
18
7.2
8.8
357
Q.5
2.35
<1
28
2
Thursday
44I2014
8.482
18
7.2
8.9
363
26
Friday
4/42014
8.546
19
7.1
8.4
368
Q.5
<1
28
3
Saturday
4152014
7.745
28
Surday
4MM14
7.761
23
Monday
1/7/2014
8.524
19
7.5
8.9
340
Q.5
<1
23
Q
Tuesday
4/8I2014
8.552
20
7.1
8.5
356
27
Wednesday
4/9/2014
7.773
19
7.4
8.7
361
Q.5
1.1
28
Q
Thursday
4/102014
7.623
19
7.4
8.9
369
25
Friday
4/112014
7.872
19
7.4
8.8
383
Q.5
<1
22
2
Saturday
4/12=14
7.3W
31
Sunday
4/13M14
7.464
27
Monday
4/142D14
7.574
20
7.4
9.6
370
Q.5
<1
16
Q
Tuesday
4/152014
7.949
21
7.4
8.6
373
16
Wednesday
4/10=14
7.314
19
7.3
8.5
391
Q.5
<1
17
Q
Thursday
4/172014
7.19
19
7.5
9.5
405
Q.5
<1
25
Q
Friday
4/18=14
7.43
H
H
H
25
Saturday
4/192014
11.795
20
Sunday
4202014
10.153
25
Monday
4212014
9.982
19
7.7
9.6
316
Q.5
<1
22
2
Tuesday
4222011
9.394
20
7.1
8.7
313
26
Wednesday
4232014
8.696
20
7.3
8.6
337
Q.5
<1
28
2
Thursday
4242014
8.459
20
7.5
9
359
27
Friday
4252014
8.769
20
7.3
8.6
360
Q.5
<1
26
2
Saturday
QW2014
8.016
24
Suday
4272014
7.938
23
Monday
4MM14
8.395
21
7.3
8.5
357
<4.2
<1
27
3
Tuesday
429I2014
8.51
21
7
7.1
356
27
Wednesday
VA0114
8.09
22
7.4
8.4
367
Q.5
<1
28
3
Thursdey
5/12014
8.251
22
7.2
7.7
373
28
Friday
522014
7.98
21
7.5
8.2
380
<2.5
<1
24
2
Saturday
5/3/2D14
7.254
26
Sunday
5/12014
7.267
25
Monday
5/52014 17.595
121
7.4
7.8
348
Q.5
<1
23
Q

Nortlmlds W WTP Chemistry
Daily
5112013.4/30M16
N EMnt
50050
Flow Mpd
MGD
N Efllnt
00010
Temp
C
N EMnt
00400
Ph Field
S.U.
N EMnt
00300
DO
MG/L
N EMnt
50060
02
UGIL
N EMnt
00500
TS
MGIL
N EMnt
00505
TVs
MGIL
N EMnt
00530
TSS
MGIL
N EMrA
00545
Sell Sds
MUL
N EMnt
00665
Total P
MGIL
N Elllnt
00610
NH3 N
MGIL
N EMal
00556
O 8 G
MG&
N EMnt
00552
08G
Hex
MG&
N EMnt
00340
COD
MG/L
N EMnt
00310
SOD 5
MGIL
N EMM
00314
CBOD 5
MG/L
N EMrd
LM54
V4254
%T
Tuesday
54 014
7.473
22
7.3
7.6
355
<5
24
Wednesday
572014
7.309
22
7.3
7.3
389
<2.5
3.75
<1
29
2
2
Thursday
5/8I2014
7.395
22
7.2
8
385
34
Friday
5IM14
7.723
22
7.1
7.6
389
<2.5
<1
35
3
Saturday
5/10/2014
7.272
34
Sunday
5/11/2014
7.41
33
Motley
511=014
7.117
23
7.3
7.9
356
<2.5
<1
28
2
Tuesday
5/1312014
7.525
23
7.3
7.4
363
25
Wednesday
S14/2014
7.21
24
7.5
7.9
393
<2.5
<1
26
3
Thursday
5115=14
7.915
24
7.4
7.9
425
24
Friday
511=014
8.34
24
7.2
8
407
<2.5
<1
25
42
Saturday
5/172014
7.263
21
Sunday
5/18/2014
7.376
22
Monday
5/19014
7.084
23
7.2
8.1
365
<2.5
<1
28
2
Tuesday
5202014
7.277
23
7.2
8
375
52
Wednesday
521/2D14
7.677
23
7.3
7.8
403
Q.5
<1
63
2
Thursday
5222014
7.365
23
7.2
7.8
404
35
Friday
5/232014
7.623
24
7.4
7.8
388
<2.5
<1
26
3
Saturday
5242014
6.905
18
Sunday
5125014
6.628
30
Monday
srem14
6.98
H
H
H
H
42
Tuesday
kF104
7.17
24
7.1
6.7
364
<2.5
<1
34
2
Wednesday
5/282014
7.092
24
7.4
7.6
383
<2.5
<1
34
3
Thursday
5/29/2014
7.286
25
7.1
7.5
397
29
Friday
5/3012014
7.231
24
7.3
17.5
397
<2.5
<1
26
4
Saturday
V312014
6.707
31
Sunday
6/12014
6.539
16
Monday
6=14
6.853
24
7.6
8
405
<2.5
<1
<5
17
4
Tuesday
6rNM14
8.838
24
7.4
7.9
1386
1
2.3
<1
16
Wednesday
SM2014
7.198
25
7.4
7.9
399
<2.5
<1
20
5
Thursday
8/SI2014
6.929
25
7.2
7.9
383
22
Friday
SS2014
7.032
25
7.5
7.5
393
Q.5
<1
18
Q
Saturday
6/72014
6.561
25
Sunday
6/8/2014
6.434
21
Malay
892014
MOM
6.674
25
7.7
8.1
384
Q.5
<1
23
5
Tuesday
2014
6.64
28
7.1
6.9
399
122
iWednesday
6/11/2014
16.448
126
7.5
7.7
405
<2.5
<7
1
121
14

NaUMde W WTP Chemistry
Deily
5/1/2013 - 4/302016
N IRMO
50050
Flow Mod
MGD
N EMm
00010
Temp
C
N EMnt
00400
Ph Field
S.U.
N E0 nt
00300
DO
MG/L
N EMm
50060
Ct2
UG/L
N EMrd
00500
TS
MG/L
N EMnt
00505
TVS
MG/L
N EMnt
00530
TSS
MG/L
N EMnt
00545
Sea Sds
MUL
N EMnt
00665
Taal P
MG/L
N EBlnl
00610
NH3 N
MG/L
N EMnt
00556
O 8 G
MG/L
N EMnt
00552
O8G
Hex
MG/L
N EMnt
00340
COD
MGIL
N EMnt
00310
SOD 5
MG/L
N EMnt
00314
CSOD 5
MG/L
N EMnt
UV254
UV254
%T
Thursday
6110M14
7.031
26
7.5
7.8
410
26 -
Friday
6/132014
6.932
26
7.3
7.4
399
Q.5
<1
32
3
Seludry
6/14/2014
6.578
1
131
Sunday
6/152014
6.364
31
Maley
6/162014
6.625
26
7.2
8.3
420
Q.5
<1
24
2
Tuesday
6/17/2014
6.504
26
7.2
7.8
427
23
Wednesday
6118=14
6.92
26
7.4
7.4
446
Q.5
<1
21
2
Thursday
6/192014
6.699
26
7.3
7.4
434
24
Friday
620/2014
6.952
26
7.2
7
440
<2 5
<1
27
2
Saturday
621/2014
7.024
23
Sunday
6222014
6.729
22
Malay
6232014
6.912
26
7
6.9
391
Q.5
<1
18
Q
Tuesday
62M2014
6.846
27
7.1
7.3
415
16
Wednesday
VMM14
7.11
27
7.1
7.8
1429
Q.5
<1
20
Q
Thursday
6262014
6.94
27
7.1
7.3
1429
18
Friday
6272014
7.046
27
7.1
7.4
426
Q.5
<1
20
Q
Saturday
52M14
7.32
18
Sunday
6292014
6.784
18
Monday
6/302014
7.07
26
7.5
7.9
408
Q.5
<1
23
2
Tuesday
7/12014
6.902
27
6.9
7.4
427
<5
27
Wednesday
7=14
7.14
27
7
7.4
411
Q.5
3.85
<1
26
Q
Thursday
7=14
9.832
27
7.1
7.6
408
Q.5
<1
26
Q
Friday
7142014
9.372
H
H
H
H
24
Saturday
7/52014
7.624
24
Sunday
716/2014
7.504
21
Monday
7I72014
8.286
26
7
7.6
364
Q.5
<1
31
2
Tuesday
7/92014
7.776
27
7.5
7.9
381
28
Wednesday
7MM14
7.532
27
72
7.6
390
Q.5
<1
25
3
Thursday
7I10/2014
7.418
27
7.1
7.6
399
29
Friday
7/112014
8.92
27
7.4
7.8
412
<2.5
<1
28
2
Saturday
7/122014
7.21
21
Sunday
7/1312014
7.135
24
Malay
7/142014
8.694
27
7.1
7.6
391
Q.5
<1
21
3
Tuesday
7/152014
7.93
27
7.2
6.6
401
23
Wednesday
7/182014
8.682
27
7
6.8
414
Q.5
<1
22
2
Thursday
7/17=14
7.856 127
7.1
7.2
404
24
Friday
7M82014 17.M
126
7.4
7.5
397
Q.5
<7
24
3

Natlnside W WTP Chemistry
Daily
5/1/2013 - 4/302016
N EMnR
50050
Flow Mild
MGD
NO"
00010
Temp
C
N EBlnt
00400
Ph Field
S.U.
N EBIM
00300
DO
MG/L
N Elllnl
50060
C2
t1GIL
N EMrfi
00500
TS
MG/L
N Ellint
00505
TVs
MGIL
N EIIIM
00530
TSS
MGIL
N EPont
00545
Sea Sds
MUL
N Oft
00665
Total P
MG/L
N Ellin
00610
NH3 N
MGIL
N EMM
00556
O 8 G
MG/L
N EMS[
00552
OBG
Fez
MG/L
N EMnt
00340
COD
MG/L
N EMnI
00310
SOD 5
MGIL
N Enh.1
00314
CBOD 5
MG/L
N EMM
UV254
t1V254
%T
Saturday
71I 2014
7.418
20
Sunday
7I20/2014
7.446
_
19
Maley
721/2014
10.14
27
7.2
7.8
392
Q.5
<1 1
24
2
Tuesday
7222014
10.342
27
7
8.5
369
24
Wednesday
7232014
10.02
27
7.2
7.8
343
Q.5
<1
21
Q
Thursday
7242014
9.748
27
7.2
7.6
347
23
Friday
7252014
11.272
27
7.3
7.6
346
Q.5
<1
27
Q
Saturday
726/2014
9.264
27
Sunday
7272014
9.044
26
Maley
72VA14
9.198
27
7.2
7.5
346
Q.5
<1
24
2
Tuesday
712M14
9.802
27
7.2
7.4
355
28
Wednesday
7/30/2014
8.552
27
7.2
7.7
367
Q.5
<1
21
Q
Thursday
7/31/2014
8.516
27
7.4
7.7
364
22
Friday
8/1/2014
10.798
27
7.3
7.8
376
Q.5
<1
21
2
Saturday
822014
11.25
19
Sunday
8/312014
11.282
24
Maley
8I412014
12325
26
7.6
7.9
325
Q.5
<1
35
Q
Tuesday
8/512014
11.098
25
7.1
7.9
323
<5
35
Wednesday
8/8/2014
10.206
27
7.5
7.8
350
Q.5
2.4
<1
40
4
4
Thursday
8f72014
10.926
26
7.3
7.8
346
29
Friday
94=14
9.608
26
7.2
7.8
376
Q.5
<1
28
3
Saturday
9AM14
9.742
27
Sunday,
8/102014
13.88
34
Maley
8/112014
11.974
27
7.1
7.8
312
Q.5
<1
18
2
Tuesday
8/122014
10.71
27
7.2
7.6
320
17
Wednesday
8/132014
10.53
27
7.2
7.6
327
Q.5
<1
23
2
Thuaday
8/14/2014
9.592
26
7.2
7.9
353
51
Friday
8/152014
9.161
26
7.4
7.8
355
Q.5
<1
134
<2
Saturday
8/162014
9.727
30
Sunday
8/172014
9.012
29
Maley
8/182014
8.948
27
7.2
8.3
358
Q.5
<1
37
Q
Tuesday
8/192014
8.55
27
7.2
7.9
354
37
Wednesday
8/2W2014
8.562
27
7.2
8
371
Q.5
<1
28
3
Thursday
8212014
8.586
27
7.2
7.6
375
43
Friday
8222014
8.766
27
7.3
7.3
377
Q.5
<1
40
4
Saturday
8232014
10.214
27
Sunday
824/2014
9.358
28

Nathside W WfP Chemistry
Deily
5/1I2013 - 4/30/2016
N E9trrt
50050
Flow Mgd
MGD
N Mrs
00010
Temp
C
N E111M
00400
Ph Fleld
S.U.
N EOIM
00300
DO
MGIL
N EMIM
50060
C12
UG/L
N OW
00500
TS
MGIL
N OW
00505
TVS
MG/L
N E91n1
00530
TSS
MG/L
N EflIM
00545
San Sds
ML/L
N OIM
00565
Total P
MG/L
N Ellin!
00610
NH3 N
MG/L
N E91M
00556
O 8 G
MG/L
N EIM[
00552
OBG
Hex
MG/L
N E}BM
00340
COD
MG/L
N EBMt
00310
BOD 5
MG/L
N EBnt
00314
CBOD 5
MG&
N EMnt
LIV254
UV254
%T
Monday
8252014
9.098
28
7.2
7.8
328
<2.5
<1---
Tuesday
8262014
8.974
26
7.3
17.8
363
14
Wednesday
8/27/2014
8.404
126
7.3
7.4
379
<2.5
<1
28
4
Thursday
8/2812014
8.144
26
7.2
7.4
373
28
Friday
829/2014
8.175
27
7.1
7
394
Q.5
<1
32
2
Saturday
820/2014
8.047
29
Sunday
8/31/2014
7.758
29
Monday
9/1/2014
7.84
H
H
H
32
Tuesday
922014
8.188
27
7.2
6.2
374
<.5
1.5
28
4
Wedgy
9/312014
7.508
28
7.2
6.4
402
<2.5
4
32
4
Thursday
9/42014
7.522
28
7.2
6.7
413
32
Friday
9/52014
7.94
27
7.2
6.5
409
<25
<1
26
3
Saturday
91612014
7.378
23
Sunday
9/7/2014
7.63
30
Malay
9IM14
11.206
27
7.5
8.6
392
Q5
1
29
4
Tuesday
9M M14
9.229
27
7.1
6.1
369
3
<5
32
Wednesday
91102014
9.621
27
7
6.3
393
<2.5
<1
33
4
Thursday
9/112014
9
27
7.1
6.4
395
32
Friday
9/122014
9.42
27
7.4
6.8
394
-2.5
1.6
33
4
Saturday
9/13/2014
12.506
30
Sunday
9/14/2014
10.26
24
Maley
9/152014
9.885
26
7.2
6.7
289
<2.5
<1
31
3
Tuesday
9/16=14
9.339
26
7.2
6.7
341
29
Wednesday
9/17/2014
9.436
26
6.9
6.9
364
<2.5
1.6
29
3
Thursday
9/18/2014
9.404
26
7
8
361
32
Friday
9/19/2014
10.226
26
7.3
7.2
351
<2.5
4.8
30
4
Saturday
9202014
8.67
33
Sunday
921/2014
8.548
29
Malay
9222014
8.546
128
7.2
6.9
357
<2.5
1.8
18
5
Tuesday
9232014
8.809
28
7.4
7.4
365
30
Wednesday
9242014
8.832
25
7.1
7
374
<2.5
1.2
29
3
Thursday
9252014
8.682
26
7.2
7.1
384
27
Friday
92M14
8.941
25
7.5
7.4
383
Q.5
2
29
3
Saturday
9/272014
8.407
29
Sudsy
92SM14
8.33
27
Maley
9/29/2014
8.83
26
17.2
17
i
1373
<2.5
1
33
8
T
9/30/2014
8.536
25
17.2
17
1
1393
1
1
1
35

Northside W WfP Chemistry
Dolly
5112013 - 41302016
N EOIM
50050
Flow Mpd
MGD
N EMM
00010
Temp
C
N EBIM
00400
Ph Field
S.U.
N ESIM
00300
DO
MGIL
N EOIM
50060
C12
t1GIL
N EflIM
00500
TS
MGIL
N EMnt
00505
TVs
MGIL
N EMM
00530
TSS
MGIL
N EMnt
00545
Se6 Sds
MUL
N EMM
00665
Total P
MG/L
N EMM
00510
NH3 N
MG/L
N EMm
00556
O 8 G
MG/L
N EMnt
00562
OSG
Hex
MG/L
N EflIM
00340
COD
MGIL
N EHIM
00310
BOD 5
MGIL
N E18M
00314
CBOD 5
MGIL
N EMnt
UV254
UV254
%T
Wednesday
10/112014
8.044
25
7.2
7.4
377
Q.5
1
32
4
Thursday
10IM14
9.064
26
7.2
_
1.6
397
29
Friday,
10/3/2014
8.154
26
7.3
7.7
375
<2.5
<1
56
3
Saturday
1042014
8.286
29
Sunday
10/5I2014
7.352
27
Malay
10/62014
8.082
25
7.1
7.4
400
Q.5
<1
26
2
Tuesday
IW 2014
7.591
25
7.2
7.5
402
<5
31
Wednesday
10/8I2014
7.684
25
7.5
7.4
405
Q.5
3.35
<1
27
Q
Thursday
10/9/2014
7.494
25
7.2
7.5
410
24
Friday
10/102014
7.711
25
7.3
8.2
418
Q.5
<1
41
Q
Saturday
10/11/2014
7.279
22
Sunday
10/122014
7.43
35
Maley
10/132014
7.621
25
7.4
7.8
389
Q.5
<1
32
<2
Tuesday
10/142014
7.854
26
7.1
7.4
398
29
Wednesday
10/152014
8.094
26
7.4
7.5
381
<2.5
<1
29
Q
Thursday
1011OM14
7.768
25
7.4
8.2
384
25
Friday
10/172014
7.53
24
7.4
8.2
371
Q.5
<1
24
Q
Saturday
1011N2014
7.295
25
Sunday
10/19/2014
7.062
22
Maley
10202014
7.89
24
7.2
8.4
397
Q.5
<1
20
Q
Tuesday
10212014
7.36
24
7.2
8.7
391
21
Wednesday
10222014
7.5
24
7
8.5
410
<2.5
<1
21
Q
Thursday
1p1232014
7.192
24
7.2
8.7
404
27
Friday
1024/2014
7.25
23
7.1
8.6
414
Q.5
<1
22
Q
Saturday
10252014
7.116
17
Sunday
10262014
7.118
41
Monday
10272014
7.28
24
7.3
9.2
426
Q.5
<1
28
Q
Tuesday
10282014
7.148
24
7.3
8.4
421
21
Wednesday
10292014
6.798
24
7.4
8.1
394
Q.5
<1
21
<2
Thursday
103W2014
7.014
24
7.5
8.1
430
17
Friday
10I312014
6.789
23
7.2
8.3
402
42.5
<1
19
Q
Saturday
11/12014
7.515
18
Sunday
1122014
7.272
32
Monday
11I3/2014
6.854
22
7.5
8.5
391
Q.5
<1
22
Q
Tuesday
11142D14
6.934
22
7
8.2
430
<5
25
Wednesday
11/5M14
18.394
122
7.3
8.4
424
Q.5
3.4
1<1
1
121
1<2
<2
Thursday
110M14
7.586
23
6.9
7.1
429
25

NorMalde WWTP Chemistry
Daily
5/1/2013 - 4/302016
N E91nt
50050
Flow Mpd
MGD
N Ef6m
00010
Tamp
C
N E91n1
00400
Ph Field
S.U.
N Efllyd
00300
DO
MGIL
N Eflhx
50060
C12
UGIL
N Ef nt
00500
TS
MGIL
N Effhd
00505
TVS
MGIL
N EBlyd
00530
TSS
MGIL
N Ef nt
00546
Sett Sds
Mt/L
N EtMt
00665
Total P
MGO.
N Efllrs
00610
NH3 N
MGIL
N EMm
00556
O 6 G
MGIL
N Efflnt
00552
O&G
Hex
MGIL
N EIBm
00340
COD
MGIL
N Eflint
00310
SOD 5
MGIL
N E19m
00314
CBOD 5
MGIL
N EMm
LIV254
UV254
%T
Friday
11/7/2014
7.033
22
7.2
7.8
436
Q.5
<1
23
Q
Saturday
11/8/2014
7.093
1
22
Sunday
IIAr014
6.808
1
24
Monday
11/102014
7.278
22
7.2
7.8
414
<10.2
<1
24
Q
Tuesday
11111/2014
7.044
H
H
H
18
Wednesday
11I122014
7.016
22
7.1
7.4
408
<2.5
<1
21
Q
Thursday
11/132014
7.016
22
7.3
8.1
459
17
Friday
11/14/2014
7.194
21
7.3
8.6
373
Q.5
<1
15
Q
Saturday
11/15=14
6.692
15
Sudsy
11/162014
7.004
19
Monday
11/172014
7.564
22
7.2
8.1
395
Q.5
<1
17
Q
Tuesday
11/182014
6.994
21
7.3
8.7
376
18
Wednesday
11/12=14
6.67
20
7
9.2
364
Q.5
<1
16
Q
Thursday
112VA14
6.97
20
7.3
9.7
398
24
Friday
11212014
7.863
20
7.3
9.2
396
Q.5
<1
21
Q
Saturday
1122/2014
6.745
19
Sunday
11232014
7.212
24
Monday
1124=14
9.156
21
7.4
7
AIM
Q.5
<1
21
Q
Tuesday
1125=14
7.996
21
7.4
9.5
393
Q.5
<1
19
Q
Wednesday,
11262014
9.174
21
7.7
8.5
386
Q.5
<1
45
Q
Thursday
1127/2014
7.372
H
H
H
38
Friday
11282014
7.45
H
H
H
40
Saturday
11292014
7.368
41
Sunday
11/30=14
7.424
42
Monday
12/1/2014
7.498
20
7.4
8.4
363
Q.5
Q.25
<5
27
Q
Tuesday
12/2/2014
7.448
20
7.3
8.5
387
3.55
22
Wednesday
12/32014
7.882
20
7.2
8.3
400
42.5
1.7
23
Q
Thursday
12/42014
7.61
20
7.2
8.6
370
23
Friday
12ISM14
7.735
20
7.3
8.8
393
Q.5
0.71
21
Q
Saturday
12%=14
7.907
25
Sudsy
1202014
7.454
27
Monday
12MM14
8.096
19
7.2
8.6
357
Q.5
0.61
17
Q
Tuesday
12M2014
7.414
19
7.1
8.5
365
21
Wednesday
1211VA14
7.076
19
7.2
8.7
368
Q.5
2.3
23
<2
Thursday
12/11/2014
7.368
19
7.2
8.7
400
�2i
24
Friday
12/122014
18.39
118
17.4
19
1 1389
1
Q.5
1
1
123
Q
Saturday
12/13/2014
17.336
19

Nmftkfe W WTP Chemistry
Deily
5112013. 4/302016
N EMrtt
50050
Flow Mpd
MGD
N EMM
00010
Temp
C
N EMnt
00400
Ph Field
S.U.
N EMnt
00300
DO
MGIL
N EMnt
5WW
C12
Lrdl.
N EMnt
OWW
TS
MG/L
N EMnt
00505
TVS
MGIL
N EMnt
00530
TSS
MGIL
N EMnt
00545
Sett Sds
MLA.
N EMra
00665
Total P
MG/L
N EMrd
00610
NH3 N
MGIL
N EMrs
00556
O 8 G
MGIL
N EMnt
00552
0&G
Hen
MG/L
N EMnt
00340
COD
MG/L
NOW
00310
SOD 5
MG/L
N EMu
00314
CBOD 5
MG/L
N EMnt
UV254
UV254
%T
Sunday
12/142D14
7.14
27
Monday
121152014
7.034
19
7.2
8.5
358
Q.5
0.94
22
Q
Tuesday
12/182014
7.156
19
7.2
8.8 1
361
1
1
1
127
Wednesday
12117/2D14
7.064
19
7.2
8.6
367
Q.5
2.5
133
Q
Thursday
12MM14
7.012
19
7.1
8.9
425
43
Friday
12/192014
6.923
19
7.7
9.4
339
Q.5
0.53
28
Q
Saludey
12202014
6.969
24
Sunday
12/21/2014
6.573
38
M0nday
1222M14
7.193
18
7.1
8.8
390
<2.5
0.8
21
Q
Tuesday
12232014
6.998
18
7.3
8.9
381
Q.5
1.8
24
2
Wednesday
12/24/2014
11.972
H
H
H
25
Thursday
12252014
9.698
H
H
H
25
Friday
12/2512014
8.616
H
H
H
23
Q
Saturday
1227/2014
8.408
22
Sunday
12/2VA14
8.376
28
Monday
12292014
8.536
19
7.1
9
328
Q.5
0.5
20
Q
Tuesday
12/302014
8.424
18
7.2
9.3
339
22
Wednesday
12/312D14
8.54
18
7.2
9.1
337
Q.5
1.4
18
Q
Thursday
1/12015
7.896
H
H
H
19
Friday
122015
7.644
18
7.4
9
338
Q.5
1
35
<2
Saturday
UNM15
8.364
35
Sreday
1/42015
8.464
35
Monday
1/5/2015
7.896
18
7.3
8.7
328
<2.5
0.54
<5
30
Q
Tuesday
1/62015
7.752
18
7.1
8.6
356
2.95
23
Wednesday
/(72015
7.974
18
7.2
8.6
337
Q.5
1.1
25
Q
Thursdey
11=15
7.46
16
7.3
9.4
j 351
1
24
Friday
119/2015
7.995
16
7.5
9.6
338
<2.5
<0.25
21
Q
Saturday
1/102015
7.586
19
Sunday
1/112015
7.692
33
Monday
11122015
8.594
18
7.1
8.4
354
<2.5
<0.25
25
Q
Tuesday
1/132015
8.594
18
7
8.7
335
27
Wednesday
1/142015
7.998
17
7
10.1
349
42.5
0.38
27
2
Thursday
1/152015
8.202
17
7.1
9.7
356
23
Friday
1/162015
8.012
17
7.2
9.6
362
Q.5
0.69
18
Q
SatuFft
1/17/2015
7.854
26
Sunday
1/182015
9.108
26
1/192015
8.642
H
H
H
23

NOMalde W WfP Chemistry
Daily
5l1/2013 - 4/30/2016
N E111nt
50050
Flow Mpd
MGD
N Ef nt
00010
Temp
C
N E81nt
00400
Ph Field
S.U.
N Efttm
00300
DO
MGIL
N E81m
50050
02
UGIL
N EBIM
00500
TS
MGIL
N EBint
00505
TVs
MG/L
N Ef6nt
00530
TSS
MG/L
N EfOnt
00545
Sell Sds
MUL
N E6im
00665
Tote) P
MGIL
N EMrd
00610
NH3 N
MGIL
N E1llnt
00556
O 8 G
MGIL
N Eh1m
00552
O&G
Herz
MGIL
N EOlnt
00340
COD
MGIL
N Eftlnt
00310
BOD 5
MGIL
N Effim
00314
CBOD 5
MGIL
N E81rd
tM54
UV254
%T
Tuesday
1202015
9.002
17
7.1
9.1
356
<2.5
0.76
22
2
Wednesday
1/21/2015
8.438
17
7.1
19.6
330
12.5
0.95
23
3
Thursday
V22/2015
8.134
117
7.2
9.6
354
1
1
1
1
1
24
Friday
/23/2015
8.312
17
7.3
9.4
361
<2.5
<0.25
26
2
Saturday
124/2015
12.982
26
Sunday
1252015
10.34
23
Monday
1/2&2015
9.768
17
7.2
9.2
297
Q.5
<0.25
28
2
Tuesday
1272015
9.228
16
7.4
9.4
315
27
Wednesday
128=15
9.002
14
7.3
9.3
323
<2.5
0.35
27
2
Thursday
12W2015
8.664
18
7.4
9.6
348
28
Friday
1/30@015
8.619
17
7.4
9.2
298
<2.5
<0.25
29
2
SeWrday
1/312015
8.163
29
Surwl8Y
2/12015
8.318
25
Malay
222015
9.164
17
7.5
8.7
322
<2.5
0.33
25
<2
Tuesday
2132015
8.044
15
7.3
9.6
329
26
Wednesday
2142015
8.612
16
7.6
9.7
349
<9.1
1.19
37
3
Thursday
26=15
9.136
16
7.4
9.7
339
29
Friday
ZSM15
9.084
15
7.4
9.8
336
<2.5
<0.25
24
<2
Saturday
2/72015
8.174
28
Sunday
21=015
8.598
27
Monday
2WO15
8.536
17
7.4
9
338
<2.5
<0.25
<5
32
<2
Tuesday
2/102015
8.49
16
7.3
8.9
349
<2.5
3
1.13
33
3
4
Wednesday
2/11/2015
8.486
15
7.2
9.4
368
<2.5
32
Thursday
2/122015
8.36
17
7.2
9.2
369
29
Friday
21132015
7.976
14
8.3
9.8
376
12.5
0.71
33
2
Sasaday
2/142015
8.246
23
Sunday
2/1512015
8.168
30
Monday
2/162015
8.038
15
7.5
9.9
362
<2.5
0.64
32
3
Tuesday
2/172015
9.94
15
7.2
9.1
351
30
Wednesday
2/182015
8.544
15
7.1
9.2
372
Q.5
2.55
34
2
Thursday
2/192015
7.998
14
7.2
9.3
364
27
Friday
2202015
8.308
13
7.2
9.8
364
<2.5
0.94
27
<2
Sea+day
2J212015
8.552
28
Sunday
2222015
9.08
27
Monday
223/2015
8.444
16
7.3
9.2
350
Q.5
<0.25
26
<2
Tuesday
2/242015
8.476
14
17.2 19.8
358
27
iWednesday
725I2015
8.962
15 17.2
19.4
376
<2.5
0.8
1 127
1<2

NorMaide W WTP Chemistry
Daly
5112013 - 4/302016
N E11Int
50050
Flow Mpd
MGD
N EJllnt
00010
Temp
C
N EMlnt
00400
Ph Field
S.U.
N Ellin
00300
DO
MG/L
N EOlnt
50080
C12
UG/L
N E18nt
00500
TS
MG/L
N EMnt
00505
TVS
MG/L
N Film
00530
TSS
MG/L
N Bllnt
00546
See Sds
MUL
N EBInt
00665
Total P
MGIL
N Flltut
00610
NH3 N
MGIL
N EJllns
00556
O d G
MG/L
N EOIM
00552
O&G
Hex
MG/L
N EOlnt
00340
COD
MG&
N E1hhM
00310
SOD 5
MGIL
N EMnt
00314
CBOD 5
MG/L
N EJMt
U 254
UV254
%T
Thursday
2OU015
10.998
14
7.1
9
349
32
Friday
2/27/2015
9.92
14
7.2
10.1
328
Q.5
0.27
35
3
Setunday,
2/282015
8.852
31
Sunday
312015
9.376
31
Malay
3=15
9.11
15
7.3
10.2
317
<2.5
<0.25
31
Q
Tuesday
3I32015
8.766
14
7.2
9.4
322
36
Wednesday
3142015
9.388
16
7
9.3
361
Q.5
1.5
34
2.5
Thursday
315/2015
8.672
17
7.2
9.1
347
33
Friday
31WO15
8.894
14
7.3
9.6
352
Q.5
1.08
38
3
Saturday
3I72015
8.248
30
Sunday
3MMIS
7.856
32
Monday
3SM15
8.858
17
7.2
9.3
332
<2.5
<0.25
<5
34
2.5
Tuesday
3/102015
8.462
17
7.3
9.1
342
2.65
30
Wednesday
3/112015
8.4
18
7.3
8.8
370
Q.5
3.32
50
4
Thursday
3/122D15
7.838
18
7.2
9.2
364
40
Friday
31132015
8.034
16
7.4
10.2
378
3
<0.25
44
2
Saturday
3/14/2015
8.17
39
Sunday
3115MIS
8.126
34
Malay
Y162015
8.192
17
7.4
9.3
337
Q.5
<0.25
26
2
Tuesday
3/17/2015
7.814
18
7.3
9
337
22
Wednesday
3/18WIS
7.968
17
7.2
9.8
364
<2.5
0.27
26
2.5
Thursday
3/192015
8.292
18
7.2
9
367
30
Friday
3MM15
8.332
17
7.2
9.1
386
<2.5
4.25
29
2
Set rdey
3/212015
7.714
34
Sunday
3/222015
8.098
30
Malay
32312015
8.418
17
7.3
8.8
329
Q.5
<0.25
28
3.5
Tuesday
3242D15
7.806
17
7.2
9.2
348
25
Wednesday
32S2015
7.89
18
7.1
9
379
Q.5
0.4
30
3.5
Thursday
3262015
8.608
19
7.4
8.8
395
31
Friday
3272015
8.009
19
7.4
8.9
365
<2.5
0.35
31
3
Saturday
3QM15
8.878
23
Sunday
329=15
7.832
24
Monday
3I30/2015
7.996
18
7.4
9.5
334
Q.5
<0.25
31
2
Tuesday
31312D15
8.022
18
7.3
8.8
362
32
Wednesday
4/12015
7.734
119
7.3
9
360
Q.5
1.83
34
2.5
Thursday
422015
7.594
118
7.3
9
369
Q.5
I
0.93
1
30
117
12
Friday
4/32015
18.052
1 H
H
H
1

NoMalde W WTP Chemistry
Dolly
5/112013 - 4I30/2016
N EBlnt
50050
Flow Mpd
MGD
N Ealyd
00010
Temp
- C
N EBhnt
00400
Ph Field
S.U.
N EBIm
00300
DO
MG/L
N EBlnt
50050
C12
UGIL
N E11im
00500
TS
MG/L
N Efllm
00505
TVS
MGIL
N E0 nt
00530
TSS
MG/L
N Eatra
00545
Sea Sds
MUL
N E1Nd
00665
ToW P
MG/L
N Eaim
00610
NH3 N
MGIL
N E16rd
00556
O 8 G
MGIL
N Ef nt
00552
OSG
Hex
MGIL
N E81m
00340
COD
MG/L
N Ealnt
00310
BOD 5
MG/L
N EMrd
00314
CBOD 5
MGIL
N Ealm
UV254
UV254
%T
Saturday
4/42015
7.504
27
- - - - -
Sunday
4/52015
7.244
31
Monday
4MM15
7.77
19
7.4
8.4
366
1
1<2.5
1
0.27
<5
24
13
Tuesday
4n2015
8.152
20
7.3
8.4
348
42.5
3.55
1.89
30
2.5
<2
Wednesday
4/82015
8.184
20
7.2
8.3
376
31
Thursday
4/92015
8.322
20
7.4
8.5
385
33
Frday
4/10=15
8.796
20
7.4
8.5
389
42.52
2.36
36
5
Saturday
4/112015
7.974
33
Sudsy
4/122015
8.143
32
Monday
4/132015
8.017
20
7.3
8.4
369
Q.5
1.03
27
4.5
Tuesday
4/142015
8.814
21
7.3
8.4
356
34
Wednesday
4/15M15
7.8%
20
7.5
9.1
390
Q.5
1.65
37
4.5
Thursday,
4116MIS
8.248
20
7.5
9.1
393
<0.25
29
Friday
4/17/2015
8.305
20
7.5
9.1
387
Q.5
<0.25
27
2
Saturday
4/182015
7.647
28
Sudsy
4/192015
8.004
129
Monday
420=15
7.99
22
7.3
8.6
357
Q.5
<0.25
29
2
Tuesday
4212015
7.462
21
7.8
8.9
358
<0.25
16
Wednesday
4IM015
7.934
21
7.4
8.7
381
<2.5
<0.25
18
<2
Thursday
42Y2015
7.73
21
7.4
8.8
389
<0.25
19
Friday
4242015
7.505
20
7.6
9.2
370
Q.5
<0.25
29
4
Snrday
425/2015
8.165
26
Sunday
42612015
7.442
28
Monday
4272015
7.428
21
7.4
8.9
374
Q.5
<0.25
27
3
Tuesday
4282015
7.085
20
7.6
9
377
35
Wednesday
4rXMIS
7.866
20
7.1
8.6
389
<2.5
0.92
28
13
Thursday
4/30/2015
7.628
20
7.3
9.1
395
26
Friday
5112015
7.894
20
7.3
8.8
381
Q.5
0.5
31
2
Saturday
522015
6.848
26
Sudsy
5/Y2015
6.87
26
Monday
S142015
7.276
22
7.6
8.9
393
Q.5
<0.25
<5
22
2
Tuesday
5/5=15
7.5
22
7.3
8.7
395
Q.5
4
<0.25
30
2
2.5
Wedgy
SWA15
7.176
22
7.3
8.7
424
30
Thursday
5/72015
7.456
22
7.3
8.7
421
31
Friday
5/8/2015
8.275
22
7.3
8.9
409
Q.5
<0.25
132
14
Set rdey
SM12015
7.63
132
Sunday
5/102015
9.989
132

Nathside W WTP CheiMstry
Dely
&12013 - 4/30/2016
N E18M
50050
Flow Mgd
MGD
N EMM
00010
Tarnp
C
N E81M
00400
Ph Field
S.U.
N E81M
00300
DO
MG/L
N E81M
50060
02
UG/L
N EMM
00500
TS
MG/L
N EMIm
00505
TVs
MG/L
N EOIM
00530
TSS
MGIL
N E81M
00545
Set[ Sds
MLA.
N E81M
00055
Teal P
MG/L
N EBlnt
00610
NH3 N
MG/L
N EMnI
00556
O 8 G
MGIL
N EMM
00652
O&G
Hex
MG/L
N Efint
00340
COD
MG/L
N EflIM
00310
BOD 5
MGIL
N E81M
00314
CBOD 5
MGIL
N EMM
UV254
U1254
%T
Monday
&112015
10.572
22
7.5
8.4
376
<2.5
W.25
30
3.5
Tuesday
51122015
9.466
23
_
7.4
8.6
333
21
Wednesday
51132015
8.434
23
7.4
8.6
343
<2.5
<0.25
27
3
Thursday
5/142015
8.032
22
7.3
8.8
360
31
Friday
51152015
7.988
22
7.3
8.8
390
<2.5
<0.25
26
<2
Saturday
51162015
7.692
24
Sunday
51172015
7.656
24
Monday
5/182015
7.772
23
7.5
8.5
361
<2.5
0.77
25
3
Tuesday
51192015
7.87
24
7.3
8.2
370
27
Wednesday
VMM15
7.772
24
7.3
8.1
397
<2.5
<0.25
33
5
Thursday
5212015
8.294
24
7.4
8.1
387
31
Friday
&222015
7.774
23
7.5
8.5
396
<2.5
<0.25
31
12
Saturday
5232015
7.244
31
Sudsy
524/2015
7.156
36
Monday
5/25/2015
7.394
H
H
H
30
Tuesday
5262015
7.674
24
7.3
8.4
377
<2.5
<0.25
31
5.5
Wednesday
527/2015
7.592
25
7.3
8.2
379
<2.5
<0.25
39
8.5
Thursday
$282015
7.156
25
7.3
8.4
399
39
Friday
5292015
7.372
24
7.6
8.6
411
<2.5
<0.25
37
3
Saturday
5/30I2015
6.802
36
Sunday
5/312015
7
33
Monday
&12015
7.286
25
7.5
18.2
393
<2.5
<0.25
<5
29
3
Tuesday
622015
7.508
25
7.4
8.2
390
3.95
28
Wednesday
&32015
7.917
24
7.5
8.4
411
<2.5
<0.25
27
4
Thursday
6/42015
7.651
25
7.4
7.9
425
36
Friday
8/52015
7.502
24
7.3
8
433
<2.5
<0.25
36
5
Saturday
616/2015
7.14
39
Sunday
6/72015
7.2
36
Malay
618=15
7.474
25
7.3
7.9
402
<2.5
0.4
31
5
Tuesday
&912015
9.818
25
7.2
8.2
408
30
Wednesday
8/102015
9.73
25
7
7.3
423
3.9
1.4
38
4.5
Thursday
81112015
8.258
26
7.1
7.9
379
34
Friday
81122D15
8.572
25
7.1
7.4
415
<2.5
<0.25
28
3
Saturday
&132015
7.854
29
Salley
6/142015
7.372
27
Monday
&152015
7.858
28
7.1
7
375
<2.5
<0.25
28
3.5
T
&182015
7.346
128
7.2
7.2
1402
30

Nwftde W WfP Chemistry
Daily
5112013 - 4P.i0/2016
N EBtrd
50050
Flow Mild
MGD
N EMrd
00010
Temp
C
N E18m
00400
Ph Field
S.U.
N EMot
00300
DO
MGIL
N E18nt
50080
02
UCA
N E1ltrd
00500
TS
MG/L
N Etr1m
00505
TVs
MG/L
N EMm
00530
TSS
MGIL
N EMm
00545
Sell Sds
MUL
N E18rd
00665
Total P
MG/L
N E111e
00610
NH3 N
MGIL
N EBIrd
00556
O & G
MGIL
N E18m
00552
O&G
Hex
MG/L
N EMm
00340
COD
MGIL
N EMm
00310
SOD 5
MG/L
N Effird
00314
CBOD 5
MG&
N Etflnt
UV254
1M54
%T
Wednesday
6/172015
7.292
27
7.3
7.1
404
Q.5
<0.25
27
3
Thursday
6/182015
7.928
27
7.3
7
383
36
Friday
6/19/2015
8.472
26
7.4
7.3
395
<2.5
1.42
1
1
24
3
Satrday,
6/20/2015
8.858
33
Sudsy
621/2015
7.994
31
Malay
6222015
8.392
27
7.2
7.3
357
<2.5
<0.25
29
3
Tuesday
623/2015
7.535
27
7.3
7.5
345
25
Wednesday
62VA15
7.788
28
7.2
7.4
356
Q.5
<0.25
25
2.5
Thursday
625/2015
7.544
27
7.4
7
380
29
Friday
626/2015
8.132
27
7.4
7.7
369
<2.5
<0.25
23
Q
Saturday
6272015
7.674
19
Sunday
6282015
7.794
22
Maley
6292015
7.72
27
7.3
7.6
382
Q.5
<D.25
25
Q
Tuesday
61302015
7.77
27
7.2
7.6
371
21
Wednesday
7/1/2015
7.724
27
7.3
7.7
393
Q.5
<0.25
24
2.5
Thursday
7/2/2015
7.694
27
7.1
7.8
397
<2.5
<0.25
26
3
Friday
7/32015
8.236
H
H
H
26
Saturday,
7/4/2015
7.92
26
Sunday
715FA15
7.466
28
Malay
7/6/2015
7.501
27
7.2
7.6
389
<2.5
<0.25
27
Q
Tuesday
7172015
7.627
28
7.1
7.6
397
<5
26
Wednesday
7AM15
7.572
28
7
7.5
398
Q.5
3.95
<0.25
24
Q
Thuroday
7AM15
7.765
27
7
7.7
388
23
Friday
7/102015
7.653
27
7.1
7.8
391
Q.5
<0.25
24
Q
Saturday
7/112015
7.107
24
Sudsy
7/122015
7.331
25
Maley
7/132015
8.613
27
7
7.6
400
Q.5
<0.25
24
Q
Tuesday
7/142015
8.142
28
7
7.2
411
17
Wednesday
7/15/2015
7.739
28
6.9
7.4
408
<2.5
<0.25
23
<2
Thursday
7/162015
7.456
27
6.9
7.5
408
22
Friday
7/17/2015
7.9
27
6.9
7.8
420
Q.5
<0.25
20
Q
Setrrdey
7/18/2015
7.258
21
Sunday
7/19/2015
TM
21
Malay
720/2015
8.91
28
7.1
7.4
410
Q.5
0.47
25
Q
Tuesday
7212015
7.316
28
7.2
7
390
29
Wednesday
7222015
6.978
28
7.3
7
417
Q.5
<0.25
26
Q
723I2015
8.498
28
17 10.9
1405
27

Northdde W WTP Chemistry
Deily
5t12013 - 4I30I2016
N EBIM
50050
Flow Mild
MGD
N EBlnt
00010
Temp
C
N EBlyd
00400
Ph Field
S.U.
N E111M
00300
DO
MGIL
N Eillrd
50080
C2
Lrdi.
N EBlot
005M
TS
MGIL
N EMnt
00505
TVs
MGIL
N E18rd
00530
TSS
MGIL
N Oka
00545
Sed Sds
ML/L
N EBlnt
00565
Total P
MG/L
N EIIIrB
00610
NH3 N
MGIL
N Elllm
00556
O 8 G
MGIL
N EBlnt
00552
O&G
Hmt
MGIL
N EBlre
00340
COD
MGIL
N E0 nt
00310
SOD 5
MGIL
N Eflhd
00314
CBOD 5
MGIL
N l 8nt
UV254
U1254
%T
Friday
7/242015
8.094
28
7.2
7.1
401
Q.5
<0.25
22
Q
Saturday
7252015
7.182
25
Sunday
712VM15
7.27
16
Monday
7272015
7.878
28
7.2
6.8
397
Q.5
<0.25
24
Q
Tuesday
728=15
7.378
28
7.2
6.8
399
19
Wednesday
7292015
7.294
28
7.1
6.9
410
<75
<0.25
16
Q
Thteaday
720/2015
7.373
28
7.1
7
421
20
Friday
7/312015
8.227
28
7.2
7.6
430
Q.5
<0.25
24
Q
Sdeday
8I12015
7.884
31
Sudsy
822015
7.416
30
Monday
8I32015
9.496
28
7.5
7.7
418
Q.5
4.25
<5
26
2
Tuesday
842015
9.232
28
7.2
7.7
416
Q.5
2.92
4.25
22
<2
<2
Wednesday
8I52015
8.262
28
7.1
7.8
377
23
Thursday
8162015
8.282
28
7.2
7.8
390
20
Friday
8172015
9.296
28
7.2
7.7
408
Q.5
<0.25
20
<2
SWrdey
8/82015
9.18
19
Sunday
8/912015
8.628
25
Monday
8/102015
8.318
28
7.3
7.8
364
<2.5
<0.25
27
5
Tuesday
81112D15
8.246
28
7.3
7.8
405
24
Wednesday
81122015
8.84
28
7.3
7.9
420
Q.5
<0.25
24
5.5
Tknday
8/132015
8.04
28
7.2
7.9
411
18
Fdday
SM 2015
8.285
27
7.2
8
395
Q.5
<0.25
24
Q
Saturday
81752015
7.778
24
Sunday
8/162015
7.652
25
Monday
8I172015
8.054
28
7.3
7.7
391
Q.5
<0.25
23
Q
Tuesday
8/18=15
7.792
28
7.2
8.1
389
21
Wednesday
8/192015
8.446
28
7.1
7.6
400
Q.5
<0.25
24
2
Thursday
8202015
8.134
28
7.1
7.7
401
26
Friday
8212015
8.632
28
7.2
6.8
388
Q.5
0.81
25
2
Saturday,
8222015
8.06
24
Sunday
8232015
7.864
23
Monday
8242015
7.912
28
7.2
7.5
376
Q.5
<0.25
28
Q
Tuesday
8252015
8.43
28
7.1
7.2
400
30
Wednesday
8262015
8.31
28
7.1
7.4
415
Q.5
<0.25
25
<2
Tlvsdey
8272015
8.24
27
7.1
7.7
427
18
Friday
8282015
8.222
27
7.1
T7
415
Q.5
<0.25
20
Q
Saturde
829/2015
7.678
18

Noilhgtle V WrP Chemistry
Deily
5/1/2013 - 4130=16
N EMn
50050
Flow Mod
MGD
N EBhrt
00010
Temp
C
N EBlnt
OO400
Ph Field
S.U.
N FJlln
00300
DO
MG/L
N EMnt
50060
C12
UG/L
N EMm
00500
TS
MG/L
N ENO
00505
TVS
MG/L
N EMn
00530
TSS
MG/L
N EMn
00545
Sett Sds
MUL
N FJIInt
00665
Told P
MG/L
N EMn
00510
NH3 N
MG/L
N Writ
00556
O & G
MGIL
N EMn
00552
OS.G
Hex
MG/L
N Efllnt
WW
COD
MG/L
N EMm
00310
SOD 5
MG/L
N EMnt
00314
CSOD 5
MGIL
N EMn
UV254
LIV254
%T
SUndey
8/30/2015
7.767
18
Mosley
91312015
8.981
27
7
7.4
418
Q.5
<0.25
120
Q
Tuesday
9112015
9.152
28
7
7.1
1424
1
1
22
Wednesday
9/2/2015
8.624
28
6.9
7.5
402
Q.5
<0.25
21
Q
Thumdey
9/3rN15
8.404
28
7.1
7.4
412
29
Friday
9/U2015
8.02
27
7.2
7.5
419
Q.5
<0.25
26
Q
Saturday
9/5/2016
8.294
25
Sunday
SAY2015
8.295
26
Monday
W72015
8.514
H
H
H
26
Tuesday
9=15
8.532
28
7
7.5
402
Q.5
<0.25
22
Q
Wednesday
9/92015
9.468
28
7.1
7.4
406
Q.5
<0.25
19
Q
Thuadey
9/102015
9.08
28
7
7.41
394
25
Friday
9/112015
9.716
27
7
7.5
413
Q.5
40.25
22
Q
Saturday
9/122015
8.2
25
Sunday
9/132015
8.074
25
Malay
Wl4 20l5
7.772
26
7.2
7.7
396
Q.5
<0.25
<5
23
Q
Tuesday
9/152015
7.6
26
7
7.8
392
3.35
24
Wednesday
911VAIS
7.886
26
6.9
7.8
387
42.5
<0.25
23
Q
Thursday
9/172015
7.976
26
7.2
7.7
392
18
Friday
9/182015
8.808
26
7.2
7.5
409
Q.5
<0.25
16
Q
Saturday
9119/2015
7.506
23
Sudsy
9/20/2015
7.736
20
Malay
9212015
7.835
27
7.2
7.6
399
Q.5
<0.25
17
Q
Tuesday
9222015
7.938
27
7.2
7.8
387
17
Wednesday
9232015
7.628
26
7.2
7.8
427
42.5
40.25
15
Q
Thursday
924/2015
7.874
26
7.2
7.7
427
22
Friday
9252015
10.032
26
7.1
7.8
443
Q.5
<0.25
20
Q
Saturday
9262015
8.228
20
Sudsy
9272015
9.346
20
Malay
92812015
9.684
26
7.3
7.8
432
Q.5
<0.25
22
Q
Tuesday
OM2015
9.058
27
7.4
7.9
460
21
Wsdrbsdsy
9I302015
9.442
27
7.3
7.9
528
Q.5
4.25
25
Q
Thw9dey
2015
9.808
26
7.3
8.1
503
17
Friary
2015
20.968
25
7.1
7.9
446
<2.5
<0.25
23
Q
Saturday
:170/:512015
22018
22
Suday
15
19.274
20
Maley
29.9
C
C
C
18

Nardi" W WTP Chsmistry
Daily
Sr1@013 - 4/30I2016
NOW
50050
Flow Mpd
MGD
N Mil
00010
Temp
C
N 01rd
00400
Ph Field
S.U.
N 8"
00300
DO
MG/L
N E18n1
50080
C12
UG/L
N E nt
00500
TS
MG/L
N EIIM
00505
TVS
MGIL
NEW
00530
TSS
MGIL
N FJOM
00545
Sod Sds
MUL
N Bnrd
00665
Total P
MG/L
NORM
00610
NH3 N
MG/L
N STa
00556
O 8 G
MG/L
N E6nrt
00552
08G
Hex
MG/L
N E18nt
00340
COD
MG/L
N EIIIM
00310
SOD 5
MG/L
N EMt
00314
CBOD 5
MG/L
N EIMt
UV254
UV254
%T
Tuesday
10MM15
27.232
24
7.1 _
7.1
9
295
Q.5
0.32
<5
18
2
Wednesday
10/7/2015
22.554
24
7.4
1
314
Q.5
0.99
0.27
20
Q
Thursday
10/8/2015
18.846
24
7.1
7.1
319
1
22
Friday
10WZI5
18.122
24
7.2
7.7
344
Q.5
<0.25
21
Q
Saturday
10/10/2015
16.79
23
Sunday
10/11/2015
16.75
17
Malley
10/12/2015
16.716
24
7.2
7.9
325
Q.5
<0.25
24
Q
Tuesday
10/13/2015
16.044
24
7.1
7.4
353
23
Wednesday
10/14/2015
13.862
24
7.1
7.2
348
42.5
0.29
28
Q
Thursday
10/15/2015
11.394
24
7.1
7.8
358
26
Friday
10/18/2015
11.364
24
7.3
8.3
325
Q.5
<0.25
25
<2
Saturday
10/17/2015
10.146
27
Sunday
10/18/2015
10.254
21
Monday
10/19/2015
11.610
22
7.3
8.5
315
Q.5
<0.25
22
Q
Tuesday
10r20A15
10.095
24
7.2
8.3
327
21
Wednesday
10/21/2015
9.817
23
7.2
8.4
347
Q.5
<0.25
23
Q
Thursday
10/22/2015
9.558
23
7.1
8.4
354
42
Friday
10/23/2015
9.654
23
7.2
8.2
348
Q.5
<0.25
42
Q
Saturday
t0/24/2015
8.986
40
Sunday
I 25FA15
9.094
41
Monday
10/26/2015
9.316
23
7.2
8.2
345
Q.5
<0.25
23
Q
Tuesday
10/27/2015
9.548
23
7.1
8.3
365
25
Wednesday
1028/2015
10.796
24
7.2
8.1
384
Q.5
<0.25
24
Q
Thursday,
10129/2015
10.6
24
7.1
8.1
376
23
Friday
10/30/2015
9.226
23
7.2
8.1
425
Q.5
<0.25
26
Q
Saturday
10/31/2015
9.256
22
Sudsy
11/1/2015
9.218
21
Malay
11/2/4015
9.428
24
7.1
8
428
Q.5
<0.25
<5
25
Q
Tuesday
11/3/2015
14.632
23
7
7.5
406
Q.5
3.1
<0.25
26
Q
Q
Wednesday
11/4/2015
14.492
23
7.1
8.3
357
Q.5
24
Thursday
11/5I2015
13.64
24
7.3
8.2
372
21
Friday
11/612015
13.672
24
7.3
8
387
Q.5
<0.25
18
Q
Saturday
11/7/2015
12.804
17
Shay
1118=15
13.82
14
Monday
I IAV 015
17.192
22
7.2
8.3
368
Q.5
<p.25
1
17
Q
Tureadey
11/10/2015
16.502
24
7
7.8
345
5.2
1.73
32
8
11/11/2015
15.548
H
H
H
1
122

Wthslds W WTP Chemistry
Deily
5112013 - 4/30I2016
N EMna
50050
Flow Mpd
MGD
N EMna
00010
Temp
C
N E1llyd
00400
Ph Field
S.U.
N E111nt
00300
DO
MG/L
N EMnt
50060
C12
UG/L
N EMnt
00500
TS
MG/L
N EMra
00505
TVS
MGIL
N EMm
00530
TSS
MGIL
N EOha
00545
Sell Sds
ML/L
N EM d
00665
Total P
MGIL
N EHlnt
00510
NH3 N
MG/L
N Mrs
00556
O & G
MG/L
N EOlnrt
00552
08G
Hex
MG/L
N L-Mrot
00340
COD
MG/L
N EMm
00310
BOD 5
MG/L
N EMrd
00314
CBOO 5
MG/L
N EM A
UV254
11V254
%T
Thursday
11/12/2015
14.276
23
7.1
7.8
340
23
Friday
11/13=15
14.046
122
7.2
18.3
1343
<2.5
<0.25
119
<2
Saturday
11/142015
1277
22
Sunday
11/152015
12482
19
Monday
11116=15
12.14
22
7.7
8.4
372
<2.5
<0.25
19
<2
Tuesday
11/172015
12.207
22
7.2
8.5
352
20
Wednesday
11/19=15
12253
22
7.1
8.5
379
<2.5
<0.25
21
Q
Thursday
11119=15
15.356
23
7.3
8.4
373
31
Friday
11202015
15.18
22
7.1
8.2
379
<2.5
0.54
33
<2
Saturday
11212015
13.95
35
Sunday,
11222015
13.632
34
Monday
11232015
12.993
20
7.2
8.8
348
<2.5
<0.25
24
<2
Tuesday
11242015
11.929
21
7.1
8.9
345
<2.5
<0.25
30
<2
Wednesday
11252015
11.64
20
7.1
9
396
<2.5
<0.25
30
<2
Thursday
11252015
11.314
H
H
H
28
Friday
11272015
11.045
H
H
H
23
Saturday
1128/2015
11.637
22
Sunday
11/2VA15
11.464
21
Monday
11/30=15
11.246
21
7.1
8.1
385
<2.5
<0.25
25
Tuesday
12/12015
11.574
21
7.1
8.3
388
27
Wednesday
IZPM15
11.546
22
7.1
8.1
390
<2.5
<0.25
31
<2
Thursday
12/32015
11.096
21
7
8.2
389
34
Fridley
12/4/2015
11.58
20
7.2
8.8
420
<2.5
<0.25
34
<2
Saturday
12/52015
10.06
32
Sunday
12/62015
10."6
29
Monday
12/72015
11.52
20
7.2
8.4
392
<2.5
<0.25
<5
27
<2
Tuesday
12M=15
11.018
120
7.1
8.1
381
3.3
22
Wednesday
IZV2015
11.224
20
7.1
8.5
395
<2.5
<0.25
23
<2
Thursft
12/10=15
11.134
20
7.1
8.5
418
33
FAdey
12/112015
10.34
20
7.1
8.6
393
<2.5
<0.25
30
<2
Saturday
12/122015
8.398
34
Sunday
12/132015
8.306
33
Monday
12114/2D15
8.934
21
7.2
8.6
370
<2.5
<0.25
18
<2
Tuesday
12M 2015
8.716
21
7.1
8.6
361
25
Wednesday
12/162015
8.348
20
7.1
8.9
367
<2.5
<0.25
25
Q
Thursday
12I172015
8.582
21
7.2
8.7
380
23
F
12/18/2015
IIIIA32
122
7.1
8.6
385
<2.5
<0.25
1
122
1<2

Nwftide W WrP Chemistry
Daily
5/12013 - 4/302016
N E11hN
50050
Flow Mild
MGD
N EWA
00010
Tamp
C
N EflIM
00400
Ph Fold
S.U.
N EBIM
00300
DO
MGIL
N EMM
50060
C12
UG/L
N E/11M
00500
TS
MGIL
N EMnt
00505
TVs
MGIL
N EMm
00530
TSS
MG/L
N EMM
00545
Sell Sale
MUL
N EIIIM
00665
Tsai P
MG/L
N E81M
00610
NH3 N
MGIL
N EOIM
00556
O 8 G
MGIL
N Efllnl
00552
O9G
Hex
MGIL
N EflUrt
00340
COD
MGIL
N EHIM
00310
BOD 5
MGIL
N E111M
00314
CSOD 5
MG/L
N EflIM
LIV254
UV254
%T
Saturday
12I192015
7.946
24
Sunday
12202015
7.86
_
20
Monday
1221/2015
8.246
20
7.4
9
384 1
Q.5
1 1
<0.25
24
Q
Tuesday
12rMM15
9.346
21
7.3
8.8
394
Q.5
<0.25
28
Q
Wednesday
17/ MIS
9.302
H
H
H
24
Thumdey
1242015
10.35
H
H
H
29
Friday
IZ2512015
8.556
H
H
H
30
Saturday
12292015
8.678
31
Sunday
12/27/2015
8.544
25
Monday
12282015
10.522
21
7.3
8.7
363
Q.5
<0.25
33
Q
Tuesday
122 MIS
13.354
22
7.2
8.2
376
34
Wednesday
12/302015
12.732
22
7.4
8.6
389
Q.5
<0.25
35
Q
Thursday
12/31/2015
12.518
22
7.4
9.6
366
<2.5
<0.25
30
<2
Friday
1/12016
13.41
H
H
H
31
Saturday,
122016
12.094
25
Sunday
1/32016
11.898
25
Monday
1/42016
11.564
18
7.5
9
333
42.5
<0.25
32
<2
Tuesday
1/52016
10.718
18
7.4
9.4
394
<5
27
Wednesday
1/82016
11.148
18
7.3
9.2
367
42.5
2.72
4.25
29
<2
Thursday
1/72016
11.27
19
7.3
9
390
24
Friday
1/8/2016
11.538
20
7.2
8.9
372
Q.5
<0.25
24
Q
Saturday
1AM16
11.216
23
Sunday
1/102016
11.456
21
Monday
1/112016
10.998
19
7.4
9.1
375
Q.5
<0.25
29
<2
Tuesday
1/122016
11.016
19
7.2
9
386
29
Wednesday
1/13/2016
10.51
20
7.1
8.9
395
Q.5
<0.25
29
Q
Thursday
1/14/2016
10.56
19
7.1
9.2
398
20
Friday
1115=16
IZ202
19
7.3
9.1
390
Q.5
<0.25
23
Q
Saturday,
1/16=16
11.596
19
Sunday
1/172016
11.802
18
Monday
1/18/2016
11.428
H
H
H
21
Tuesday
1/19=16
10.792
17
7.1
9.5
342
42.5
<0.25
20
Q
Wednesday
1202016
11.16
17
7
9.5
368
Q.5
<0.25
21
Q
Thursday
121/2016
10.492
18
7
9.5
383
18
Friday
122/2016
11.951
17
7.3
9.6
378
Q.5
<0.25
20
Q
Saturday
1232016
13.079
124
Sunday
1212016
12.092
1
122

Northside W WiP Chemistry
Daily
5/1/2013 - 4/30/2016
N EMnt
50050
Flow Mgd
MGD
N EfBnt
00010
Temp
C
N Ef6nt
00400
Ph Field
S.U.
N EiMt
00300
DO
MG/L
N EMnt
50060
Cl2
MI.
N Efnnt
00500
TS
MG/L
N E81m
00505
TVS
MG/L
N Efnnt
00530
TSS
MG/L
N Ef6nt
00545
Sett Sds
ML/L
N Ef6nt
00665
Total P
MG/L
N Efnnt
00610
NH3 N
MG/L
N Efnnt
00556
O 8 G
MG&
N Ettlnt
00552
O&G
Hex
MG/L
N Ef6nt
00340
COD
MG/L
N Ef nt
00310
BOD 5
MG/L
N Ef6nt
00314
CBOD 5
MG/L
N EfBnt
UV254
LM54
%T
Monday
125✓2016
11.878
18
7
9.2
346
<2.5
<0.25
23
<2
Tuesday
12&2016
11.888
18
7.1
8.8
356
25
Wednesday
127/2016
11.594
18
7
8.4
339
1
<2.5
1
1
2.55
1
26
<2
Thursday
1/28/2016
11.506
17
7.1
8.9
1369
20
Friday
129/2016
10.634
17
7.3
9.4
345
<2.5
<0.25
19
<2
Saturday
1/30/2016
11.077
20
Sunday
1/31/2016
10.14
20
Monday
2/12016
10.972
18
7.3
9
367
<2.5
<0.25
26
<2
Tuesday
222016
10.656
18
7.2
9.1
380
24
Wednesday
2132016
11.58
19
7.2
8.9
361
<2.5
<0.25
27
<2
Thursday
2142016
17.692
19
6.8
7.6
373
26
Friday
2152016
19.678
18
7.1
9
319
2.7
0.39
26
3
Saturday
2/6/2016
14.89
24
Sunday
2/72016
20.3
25
Monday
2/82016
18.228
16
7
9.3
291
<2.5
0.3
<5
23
3
Tuesday
2192016
16.694
16
7
9.2
265
<2.5
1.65
<0.25
27
3
3
Wednesday
2/1012016
14.61
16
7.2
9.2
309
26
Thursday
211112016
14.112
16
7.1
9.4
338
26
Friday
2/12/2016
14.086
16
7.4
9.5
335
<2.5
<0.25
132
12
Saturday
2113/2016
13.12
27
Sunday
211412016
13.338
29
Monday
2/15/2016
13.46
16
7.4
8.7
346
<2.5
<0.25
23
2
Tuesday
211612016
14.218
17
7.2
8.9
328
28
Wednesday
2/17/2016
13.632
17
7.1
8.7
362
<2.5
<0.25
27
3
Thursday
2118/2016
12.784
16
7.2
9.3
348
31
Friday
2/1912016
12.984
16
7
9.4
384
<2.5
<0.25
30
2
Saturday
22012016
12.502
31
Sunday
221/2016
13.012
32
Monday
21=2016
12.326
18
7.2
8.3
358
<2.5
<0.25
18
4
Tuesday
223/2016
12.02
18
7
8.4
353
24
Wednesday
224/2016
12.968
19
8
357
<2.5
0.7
24
3.5
Thursday
225/2016
12.486
18
7.2
8.6
355
35
Friday
22&2016
11.551
17
7.6
9
356
<2.5
0.25
31
4
Saturday
2272016
11.491
30
Sunday
228/2016
11.562
29
Monday
2rx2018
11.404
18
7.5
8.8
351
Q.5
<0.25
33
5
Tuesday
3/12016
11.198
18
7.2
8.5
3711
132

Northside WWTP Chemistry
Daily
5/1/2013 - 4/30/2016
N E61M
50050
Flow Mpd
MGD
N EfBrx
00010
Temp
C
N Ef nt
00400
Ph Field
S.U.
N EMm
00300
DO
MG/L
N EMM
50060
C12
UG/L
N EfBnt
00500
TS
MG/L
N EMnt
00505
TVS
MG&
N EMnt
00530
TSS
MG/L
N EMnt
00545
Salt Sds
ML/L
N Ent
00665
Total P
MG/L
N EfBnt
00610
NH3 N
MG/L
N Ef nt
00556
O 8 G
MG/L
N E6hn
00552
O&G
Hex
MG/L
N E81M
00340
COD
MG/L
N EMM
00310
BOD 5
MG/L
N E1Mt
00314
CBOD 5
MG/L
N E81rd
UV254
UV254
%T
Wednesday
3/2/2016
11.148
19
7.1 _ _
7.2
9.4
356
<2.5
0.27
32
4
Thursday
3/32016
10.768
17
8.9
368
30
Friday
3/42016
13.116
17
7.4
8.8
362
Q.5
4.25
27
<2
Saturday
3152016
11.352
28
Sunday
3B/2016
11.198
31
Monday
3/72016
11.414
18
7.5
9.5
355
<2.5
<0.25
<5
28
2
Tuesday
3182016
11.538
19
7.6
9.3
359
2.8
33
Wednesday
3/92016
11.298
19
7.4
9.2
387
Q.5
<0.25
31
2.5
Thursday
3/102016
11.05
20
7.4
9.2
395
32
Friday
3/112016
11.01
19
7.7
9.2
388
Q.5
<0.25
27
Q
Saturday
3/12/2016
10.974
28
Sunday
3/132016
10.698
26
Monday
3/14/2016
11.094
20
7.7
8.6
349
<2.5
<0.25
18
<2
Tuesday
3/15/2016
10.94
20
7.5
8.4
360
22
Wednesday
3/16/2016
11.004
20
7.4
8.4
359
Q.5
<0.25
28
2
Thursday
3/172016
10.816
21
7.5
8.8
393
21
Friday
3/182016
10.888
21
7.4
8.3
377
Q.5
8.32
27
Q
Saturday
3/19/2016
10.642
31
Sunday
320/2016
11.094
24
Monday
3/21/2016
10.406
18
7.4
9.5
364
Q.5
<0.25
16
Q
Tuesday
322/2016
10.424
19
7.4
9.4
364
20
Wednesday
3232016
10.6
20
7.3
9.1
382
Q.5
<0.25
27
Q
Thursday
3242016
10.394
20
7.4
8.7
405
Q.5
<0.25
25
Q
Friday
325/2016
10.636
H
H
H
26
Saturday
326/2016
10.178
33
Sunday
3272016
10.666
26
Monday
3I282016
11.306
20
7.3
8.8
378
Q.5
<0.25
32
Q
Tuesday
3QM16
10.232
20
7.2
8.3
371
27
Wednesday
3/302016
10.92
20
7.2
7.9
402
Q.5
<0.25
29
2
Thursday
3/31/2016
10.944
21
7.4
9
412
23
Friday
4/12016
11.922
21
7.4
8.7
427
Q.5
<0.25
27
Q
Saturday
422016
11.126
23
Sunday
4/32016
10.126
24
Monday
4/42016
10.626
20
7.2
9.4
374
Q.5
0.68
25
2
Tuesday
4152016
10.858
20
7.3
9.5
372
<5
25
Wednesday
4162018
110.516
119
7.3
19.2
415
<2.5
3.85
<0.25
30
<2
Thursde
4/72018
10.706
20
7.2
8.5
386
20

Nonhside W WfP Chemistry
Daily
51112013 - 4/30/2016
N Elfin
50050
Flow Mgd
MGD
N EMm
00010
Temp
C
N EMM
00400
Ph Field
S.U.
N EMnt
00300
DO
MGIL
N EMM
50060
C12
UGIL
N EiBm
00500
TS
MGIL
N EMm
00505
TVS
MG/L
N EiMt
00530
TSS
MG/L
N EMM
00545
Sell Sds
ML/L
N Ef6nt
00665
Total P
MG/L
N EMnt
00610
NH3 N
MG/L
N EIBm
00556
O 8 G
MG/L
N EMM
00552
O&G
Hex
MG/L
N NPoa
00340
COD
MG/L
N EMnt
00310
BOO 5
MG/L
N EiBM
00314
CBOD 5
MG/L
N EIBm
tM54
tM54
%T
Friday
4/8/2016
10.79
20
7.2
8.4
389
<2.5
<0.25
27
3
Saturday
4/9I2016
10.116
27
Sunday
4/10/2016
9.922
1
1
1
1
1 1
1
128
Monday
4/11/2016
10.808
20
7.1
8.4
370
<2.5
<0.25
28
3
Tuesday
4/12/2016
10.324
21
7.2
8
369
37
Wednesday
4/13/2016
9.972
20
7.3
8.6
402
<2.5
0.51
32
4
Thursday
4/14/2016
9.946
20
7.4
8.8
393
35
Friday
4/15/2016
11.247
20
7.4
8.8
413
5.8
<0.25
36
8
Saturday
4/16/2016
10.115
34
Sunday
4/17/2016
9.794
36
Monday
4/18/2016
9.886
20
7.5
8.1
422
<2.5
<0.25
30
4
Tuesday
4/1912016
9.848
21
7.1
7.9
406
29
Wednesday
42012016
9.934
21
7.2
7.6
434
4.6
0.39
36
6.5
Thursday
421/2016
9.912
21
7.1
7.3
427
34
Friday
4/W2016
10.438
21
7.2
7.8
453
6.4
<0.25
37
6
Saturday
4/23/2016
10.248
33
Sunday
4/24/2016
9.878
26
Monday
42512016
9.89
22
7.2
7.8
403
Q.5
<0.25
21
3
Tuesday
42612016
9.328
22
7.3
8.2
409
21
Wednesday
4272016
9.95
22
7.2
7.9
438
Q.5
<0.25
27
4
Thursday
4282016
9.794
22
7.2
8
441
Friday
4/29/2016
10.174
22
7.3
7.9
422
<2.5
<0.25
Saturday
4/30/2016
9.346
Sum
9,597.998
16,596
5.398.2
6,145.2
287,563
<1,415.3
111.23
<475.00
<180.0
0.5
<34.0
Avg
8.757
22
7.3
8.2
395
Q.6
3.09
<0.95
<5.0
L14<2.0
Q.6
Max
29.900
28
8.3
10.2
528
<10.2
4.00
8.32
<5.0
4.5
Min
5.715
13
6.8
6.1
265
<2.5
0.99
<0.25
<5.0
<2.0
GMeanCourt
1096
794
783
784
0
759
0
565
0
36
566
0
36
113
0

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NaVU*W W WTP Chemistry
Daily
5/112013-4/302016
N EflUit
70300
TDS
MGIL
N EMnt
00680
TOC
MGIL
N EMim
TGP38
Chronic
Toxicity
C. dude
N EMIrd
THP3B
Chronk
Tox Value
N Mot
TGE3D
Toxicity
(OP)
D. puleu
N EMIM
TGE3B
Acute
Tmddty
C. dude
Friday
G 72013
Saturday
6IM13
Sunday
M013
Monday
0/102013
Tuesday
6/11/2013
Wednesday
6/122013
Thursday
6/132013
Friday
6I742013
Saturday
6/152013
Sunday
6/162013
Monday
W172013
Tuesday
StIS2013
Wednesday
6/192013
Thursday
6/202013
Friday
6212013
Saturday
6/222013
Sudsy
6232013
Monday
62412013
Tuesday
6252013
Wednesday
626/2013
Thursday
8272013
Friday
52812013
Saturday
6292013
Sunday
60M13
Monday
7//2013
Tuesday
722013
Wednesday
7/32013
Thursday
7N2013
Friday
7/52013
Saturday
7/62013
Sunday
7172013
Monday
7M12013
Tuesday
7I32013
Wednesday
7/102013
Thursday
7/11/2013
Frday
71122013
Saturday
7/132013

NoMside W WTP Chemistry
Daily
5/112013-4/302016
N Efllnt
70300
TDS
MG/L
N EMnt
OWN
TOC
MG/L
N EMM
TGP38
Chronic
Toddly,
C. dude
N EPoM
THP38
Chronic
Tox Value
N EMM
TGE3D
Toxidly
(OP)
D. pulex
N EMlnt
TGE38
Acute
Toxicity
C. dude
Sunday
7114/2013
Monday
71152013
Tuesday
7/182013
Wednesday
7/172013
Thursday
7/182D13
Friday
7/192013
Saturday
72M13
Sunday
7212013
Monday
72212013
Tuesday
7232013
Wednesday
724/2D13
Thursday
7252013
Friday
7282013
Saturday
7272013
Sunday
728=13
Monday
7292013
Tuesday
7/30@013
Wednesday
7/31/2013
Thursday
8112013
Friday
9=13
Saturday
813/2013
Sunday
814/2D13
Monday
8/5/2013
Tuesday
8I82013
386
PASS
Wednesday
8!7/2013
Thursday
LWM13
Friday
&WM13
Saturday
8/102013
Sunday
81112013
Monday
8/122013
Tuesday
8/132013
Wednesday
81142013
Thuradey
8115=13
Friday
8/162013
Saturday
8/172013
Sunday
8//82013
Monday
8119=13

Nonhaide W WTP Chemistry
Daily
5/12013. 4/30/2016
N Elfin
70300
TDS
MG(L
N EMrvt
OWN
TOC
MG&
N 6*4
TGP3B
Chronic
Toxicity
C. dude
N Efltrd
THP3B
Chronic
Tar VeWa
N EMnt
TGOD
Toxicity
(OP)
D. pubx
N F.f rd
TGF38
Acute
To)idly
C. dude
Tuesday
8202013
Wedrnesday
81212013
Thursday
9=2013
Friday
8232013
Saturday
8242013
Sunday
825/2013
Monday
826=13
Tuesday
8272D13
Wednesday
BaM13
Thursday
8292013
Friday
85(M13
Saturday
8I312013
Sunday
9/1/2013
Monday
9=013
Tuesday
9/32013
Wednesday
9/42013
Thursday
9/5/2013
Friday
9AM13
Satrrdey,
9l/2013
Sunday
9/82013
Monday
9/912013
Tuesday
9110M13
Wednesday
9/112013
Thursday
9/122013
Friday
9/132013
Saturday
9//42013
Sunday
9/152013
Monday
9/16=13
Tuesday
9/172013
Wednesday
9/182013
Thursday
9/19/2013
Frgey
9202013
Saturday
9212013
Sunday
9222013
Monday
923/2013
Tuesday
9242013
Wednesday
9252013

Northside W W1P ClinMaOy
Daly
5/12013. 4/30/2016
N EOM
70300
TDS
MG/L
N EMIM
00680
TOC
MGIL
N EMIM
TGP3S
Chronic
Tmicily
C. dude
N E1NR
THP3B
Chronic
Ton Value
N Ellin
TGOD
Toxicity
(OP)
D. gdex
N FJflnt
TGE3B
Acute
Toxicity
C. dude
Thursday
9Y2M13
Friday
5272013
Saturday
928=13
Sunday
929/2013
Monday
913O013
Tuesday
10/12013
Wednesday
1W22013
Thursday
10=13
Friday
10/42013
Saturday
10/512013
Sunday
1W2013
Monday
1W72013
Tuesday
1W82013
Wedgy
1W9I2013
Thursday
1W1W2013
Friday
10/112013
Saturday
10/122013
Sunday
101132013
Monday
1Od142013
Tuesday
10152013
Wednesday
10/162013
Thursday
10/17/2013
Friday
101182013
Saturday
101792013
Sunday
1W20I2013
Monday
10/212013
Tuesday
10=2D13
Wednesday
102312013
Thursday
1W242013
Friday
111252013
Saturday
1W2M13
Sunday
10/27/2013
Monday
100M13
Tuesday
1112M13
Wednesday
1W30/2013
Thursday
10/312013
Friday
11112D13

Northside W WTP Chemistry
Daily
5/1/2013 - 4/30/2016
N EMm
70300
TDS
MG/L
N Efllnt
OWN
TOC
MG/L
N EMn
TGP3S
Chronic
Tax"
C. duhie
N EMat
TNP3B
Chronlc
Tox Value
N EPoM
TGOD
Toxldty
(OP)
D. pulex
N EMrs
TGE3B
Acute
TOXIC"
C. dubla
Saturday
11/2/2013
Sunday
11/3r2013
Monday
11/4/2013
Tuesday
11/5/2013
Wednesday
11/8/2013
PASS
Thursday
11/7/2013
Friday
11/8/2013
Saturday
1119=13
Sunday
11/10/2013
Monday
11/11/2013
Tuesday
11/12/2013
Wednesday
11/13/2013
Thursday
11/14/2013
Friday
11/15/2013
Saturday
11/16=13
Sunday
11/17/2013
Monday
11/18/2013
Tuesday
11/19/2013
Wednesday
11/20/2013
Thursday
11/21/2013
Friday
11/22 013
Saturday
ll2312D13
Sunday
11/24/2013
Monday
11/2512D13
Tuesday
11/2612D13
Wednesday
11/27/2013
Thursday
11/28/2013
Friday
11/29/2013
Saturday
11/30/2013
Sunday
12/1/2013
Monday
121=13
Tuesday
12/3/2013
Wednesday
12/4/2013
Thursday
12/5/2013
Friday
12/8/2013
SaesdaY
12/7/2013
Sunday
I12IBI2013

WItside W WTP Chemistry
Deily
511/2013-4I3012018
N EHIM
70300
TDS
MG/L
N Ellini
00680
TOC
MGIL
N EMM
TGP3B
Chronic
Twdchy
C. dubie
N E11IM
THP3B
Chronic
Tor Value
N EHIM
TGE3D
ToxNily
(OP)
D. pulex
N EHIM
TGE3B
Anne
Toxicity
C. dude
Monday
12/9/2013
Tuesday
12/102013
Wednesday
12/11/2013
Thursday
12/122013
Friday
12/132013
Saturday,
12/142013
Sunday
12/152013
Monday
12116=13
Tuesday
12117/2D13
Wednesday
12/182013
Thursday
12/19/2D13
Friday
12/20/2013
SeWrday
12/21/2013
Sunday
12/22/2013
Monday
12/23/2013
Tuesday
12/24/2013
Wedgy
IW-V 013
Tlaasdey
122820/3
Friday
12/27/2013
Sskffd y
122M13
Sunday
12/29/2013
Monday
12I30/2013
Tuesday
12/312013
Wednesday
1/12014
Thursday
122014
Friday
1/32014
Sehaday
1/42D14
Sunday
1/52014
Monday
1/W2014
Tuesday
1172014
Wednesday
1/M14
Thursday
ISM14
Friday
1/102014
Saturday
1/112014
Sunday
1/12=14
Monday
1/13=14
Tuesday
V142014

Northaide W WfP Chemistry
Daily
5/12013-4/302018
N Efllnt
70300
TDS
MG&
N EOlnt
00680
TOC
MG&
N E1flm
TGP3B
Chronic
Toxicity
C. dubla
N Etflm
THP3B
Chronic
Tox Value
N EtOM
TGOD
Toxicity
(OP)
D. pulex
N EMIm
TGE3B
Aane
Toxicity
C. dubla
Wednesday
1/15=14
Thursday
1116=14
Friday
1/17/2014
Saturday
1/182014
Suwky
1/11V2014
Monday
1202014
Tuesday
1/21/2014
Wednesday
122/2014
Thursday
1232014
Friday
124/2014
Saturday
1252014
Sudsy
1/282014
Monday
1/2712014
Tuesday
1/282014
Wednesday
12IM2014
Thursday
1/30/2014
Friday
1/3112D14
Saturday
2/12014
Sunday
222014
Monday
2/32014
Tuesday
2/42014
Wednesday
2152014
PASS
Thursday
21GP1014
Friday
2/72014
Saturday
24=14
Sunday
ZSM14
Monday
2/10/2014
Tuesday
2/112014
Wednesday
2/122014
Thursday
2/132014
Friday
2/142014
Saturday
2/152014
Sunday
2116=14
Malay
2/172014
Tuesday
2/182014
Wednesday
2/11V2014
Thursoay
1=0014

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NorOrdde W WTP Chemistry
Deily
5112013. 4/30/2010
N EMnt
70300
TDS
MG/L
N EMM
OOM
TOC
MG/L
N EMm
TGP3B
Chronic
Toxicity
C. dubla
N EMM
THP38
ChroNe
Tox Value
N EMnt
TGE3D
Toxicity
(OP)
D. pulex
N EMnt
TGE38
Acme
Toxicity
C. dude
Tuesday
SWO14
Wednesday
5I72014
403
PASS
Thursday
SM0114
Friday
592014
Saturday
S1102014
Sunday
5/112014
Monday
511=014
Tuesday
51132014
Wednesday
51142014
Thursday
5/15/2014
Fridley
5116=14
Saturday
5/172014
Sunday
5/182014
Monday
5119/2014
Tuesday
5202014
Wednesday
521/2014
Thursday
529/2014
Friday
5/232014
Saturday
5/24/2014
Sunday
52SM14
Monday
52612014
Tuesday
5272014
Wednesday
528/2014
Thursday
529/2014
Friday
S/302014
Saturday
51312014
Sunday
8/12014
Monday
6=14
Tuesday
513/2014
Wednesday
W412014
Thursday
6/512014
Friday
66=14
Saturday
8172014
Sunday
6/M14
Monday
5R2014
Tuesday
8/1012014
8/112014

NOMnide W WTP Chemistry
Daily
5/112013 - 4130/2016
N Efllm
70300
TDS
MG/L
N Efnrt
OD680
TOC
MGIL
N EMnt
TGP38
Chronic
Toxicity
C. dubla
N E81nt
THP38
Chronic
Tox Value
N EMnt
TGE3D
Tocricity,
(OP)
D. pulex
N E111m
7GE38
Kane
Toxichy
C. duble
Thursday
6/12/2014
Friday
&132014
Saturday
(IMAIM14
Sunday
6/1512014
Monday
&162D14
Tuesday
6117/2014
Wednesday
6/182014
Thursday
6/192014
Friday
6/=014
Satrday
8/21/2014
Sunday
8222014
Monday
&23/2014
Tuesday
8/242014
Wednesday
8/252014
Thursday
&28/2014
Friday
SWI2014
Saturday
W&N14
Sunday
82920/4
Monday
&302014
Tuesday
7112014
Wednesday
7=14
Thursday
7/32014
Friday
7/42014
Saturday
7/52014
Sunday
71WO14
Monday
7n20u
Tuesday
7/82014
Wednesday
7MM14
Thursday
7/1012014
Friday
7/112014
Saturday
7/12/2014
Sunday
7/132014
Monday
7/1412014
Tuesday
7/15=14
Wednesday
7/182014
Thursday
7117/2014
Friday7/182014

Northside W WTP CMMsny
Deily
5112013 - 4/30/2016
N EMnt
70300
TDS
MG/L
N E(flm
O08SO
TOC
MG/L
N E11hn
TGP3B
Chronic
Todtdty
C. drbie
N EMnt
THP313
Chronic
Tot Value
N EMnt
TGOD
Toxicity
(OP)
D. pulex
N EMnt
TGE3B
Acute
Toxicity
C. d ubie
Saturday
7/19=14
Sunday
720/2014
Monday
721/2014
Tuesday
722=14
Wednesday
7232014
Thursday
7242014
Friday
725=14
Saturday
7252014
Sunday
7272014
Monday
7/28/2014
Tuesday
7292014
Wednesday
7/-M14
Thursday
71312014
Friday
8/12014
Saturday
S/22014
Sunday
S/3/2014
Monday
8/42D14
Tuesday
SIS/2014
Wednesday
S/82014
PASS
Thursday
S172014
Friday
84=14
Saturday
9WO14
Sunday
81102D14
Monday
8/112014
Tuesday
8112/2D14
Wednesday
8/132014
Thursday
8/142014
Friday
8/15M14
Saturday
8116=14
Sunday
8/172014
Monday
8/18=14
Tuesday
8/19=14
Wednesday
8202014
Thursday
S212014
Friday
8222014
Saturday
823/2014
8/2412014

Northalde W WTP Chemistry
Daffy
5/l/2D13 - 413VA16
N EMM
70300
TDS
MG/L
N EMM
006M
TOC
MG/L
N EMM
TGP38
Chronic
ToxicBy
C. duble
N EMM
THP3B
Chronic
Tox Value
N EMnt
7GF31)
Taodc"
(OP)
D. pulex
N EMM
TGE38
Acute
Toxicity
C. dude
Monday
8252014
Tuesday
MM14
Wednesday
8/27/2014
Thursday
8282014
Friday
8292014
Saturday
8I30/2014
Sunday
8/31/2014
Monday
9172014
Tuesday
9/212014
Wednesday
W&2014
Thursday
9/42014
Friday
9WO14
Saturday
9AM14
Sunday
W72014
Monday
9/8I2014
Tuesday
9IM14
Wednesday
9/102014
Thursday
9I11/2014
Friday
9/122014
Saturday
9/132014
Sunday
9114/2014
Monday
911VA14
Tuesday
9/16=14
Wednesday
9/1712014
Thursday
9/182014
Friday
911S2014
Saturday
920I2014
Sunday
9212014
Monday
9222014
Tuesday
923/2014
Wednesday
9242014
Thursday
9252014
Friday
92M14
Saturday
9M2014
Sunday
928/2014
Monday
92M14
Tuesday
9/30/2014

North" W WTP Chemistry
Daily
511/2013-4/3=16
N Ethint
70300
TDS
MG/L
N Efl1nd
00660
TOC
MG/L
N Efllyd
TGP3B
Chronic
Taddly
C. dude
N E16nt
THP3S
Chronic
TOx Vatue
N EflIM
TGOD
Teddy
(OP)
D. puma
N Eflint
TGE3B
Aaee
Teddy
C. dude
Wednesday
10/1/2014
Thursday
1DOM14
Friday
10/3/2014
Saturday
10/4/2014
Sunday
1015=14
Monday
101&2014
Tuesday
10/72D74
Wednesday
ta&2014
Thursday
1019/2014
Friday
10110/2D14
Sshadey
101112D14
Sunday
101122014
Monday
10/13r2D14
Tuesday
10/142D14
Wednesday
10/15=14
Thursday
1&162014
Friday
10/172014
Saturday
10118=14
Sunday
10119/2014
Monday
10202014
Tuesday
101212014
Wednesday
1WMM14
Thursday
102YM14
Friday
10124=14
Saturday
10/252014
Sunday
10262014
Monday
10272014
Tuesday
10262014
Wednesday
10292014
Thursday
10/3&2014
Friday
10/31/2014
Saturday
11/12014
Sunday
1122014
Monday
11/312014
Tuesday
11/42014
Wednesday
11/&2014
PASS
Thursday
11/06/2014

NwMside WW►P ChaMatry
Daily
5/1/2013-4/30/2018
N EMet
70300
TDS
MG/L
N E18nt
00880
TOC
MG/L
N E18nt
TGP3B
Chronic
Toxicity
C. dude
N EOIrd
THP3B
Chronic
Tax Value
N E10M
TGE3D
Toxicity
(OP)
D. pulex
N EOInt
TGE3B
Am"
Toxicity
C. dude
Friday
11/7/2014
Saturday
11/82014
Sunday
11IM14
Monday
11/10/2014
Tuesday
11/11/2014
Wednesday
11/122014
Thursday
11/1312014
Friday
11/14/2014
Saturday
11/15/2014
Sunday
11/18/2014
Monday
11/17/2014
Tuesday
11118=14
Wednesday
11/19/2014
Thursday
11/20/2014
Friday
11121/2014
Sakaft
11/22/2014
Sunday
11MM14
Monday
11124/2014
Tuesday
1112VA14
Wednesday
11/28f2014
Thursday
11m/2014
Friday
1112VA14
Saturday
11/29/2014
Sunday
11/30M14
Marday
12/12014
Tuesday
IMM14
Wednesday
IV=14
Thuradey
121U2014
Friday
121UM14
Saturday
12MM14
Sunday
12/72014
Monday
12I8/2014
Tuesday
121IM14
Wednesday
12/10=14
Thursday
12/112014
Friday
11211=014
Saturday
112MM2014

Northelde W NTP Chemistry
Daly
5r1/1013-4I9012016
N E18rd
70300
TDS
MGIL
N E9hd
00680
TOC
MGIL
N E1Mt
TGP3B
Chronic
Tox"
C. dubia
N Eflhd
THP3B
Chronic
Tox Value
N ElBro
TGE313
Tuddty
(OP)
D. pulex
N EMM
TGE3B
Aate
Torddly
C. dude
Sunday
12/14=4
Monday
12/1512D14
Tuesday
12/16/2014
Wednesday
12/1712014
Thursday
12/182014
Friday
12/19/2014
Shrdey
12FAM14
Sunday
12/21IZU14
Monday
1222/2014
Tuesday
122 =14
Wednesday
12/24/2014
Thursday
12/2512014
Friday
12262014
Saturday
12/27I2014
Sunday
12/28/2014
Monday
12/292014
Tuesday
12/302014
Wednesday
12/312014
Thursday
1/1/2015
Friday
122015
Saturday
1/32015
Sunday
1/42015
Monday
1/5/2015
Tuesday
1/62015
Wednesday
1/72015
Thursday
1/=015
Friday
1AM15
Saturday
1/102015
Sunday
1111/2015
Monday
111=015
Tuesday
III 2015
Wednesday
1114/2015
Thursday
1I152015
Friday
1/162015
Saturday
1/17/2015
Sunday
1/182015
Monday
V192015

NorMalde W WTP Chemistry
Daily
5/12013.4130I2016
N ON
70300
TDS
MG/L
N E6Im
00680
TOC
MGIL
N E6Int
TGP3B
Chronic
Toxicity
C. debie
N E18m
THP38
Chronic
Tox Value
N EMM
TGOD
Toxicity
(OP)
D. pulex
N EMnt
TGE3B
Acute
Toxicity
C. dude
Tuesday
1202015
Wednesday
1212015
Tuesday
12?/2015
Friday
1232015
Saturday
1242015
Sunday
1252015
Monday
1262015
Tuesday
1272015
Wednesday
1282015
Thursday
1282015
Friday
1/302015
Saturday
V312015
Sunday
7/12015
Monday
222015
Tuesday
20M15
Wednesday
2/42015
Thursday
2/52015
Fdtley
ZWM15
Saturday
2r72015
Sunday
2WO15
Monday
2/92015
Tuesday
2/102015
338
PASS
Wednesday
2I11/2015
Thursday
2/122015
Friday
2/132015
Saturday
2/142015
Sunday
2/152D15
Monday
2116=15
Tuesday
2/172015
Wednesday
2/182015
Thursday
2/192015
Friday
2202015
Sam*
2/212015
Sunday
2222015
Monday
2232015
Tuesday
2242015
Wednesday
2252015

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Noruside W W1P Chemistry
DaNy
5I1I2013-4/3012016
N EMM
70300
TDS
MGIL
N E111nd
00880
TOC
MGIL
N Eflim
TGP3B
Chronic
TmdcMy,
C. dubla
N E11IM
THP313
Chronic
Toot Value
N E81rd
TGE3D
Toxicity
(OP)
D. pn/ex
N EMat
TGE3B
Acute
Twdcity
C. dude
Monday
5/11/2015
Tuesday
5112/2015
Wednesday
5/13/2015
Thursday
5/1412015
Friday
5/15/2015
Saturday
5/16/2015
Sunday
5/17/2015
Monday
5/18=15
Tuesday
5/19/2015
Wednesday
52020/5
Thursday
521/2015
Friday
522/2015
Sehrday
51231201S
Sunday
524/2015
Monday
Sw/2015
Tuesday
5282015
Wednesday
5/272015
Thursday
5282015
Friday
5292015
Saturday
&30/2015
Sunday
5012015
Monday
&12015
Tuesday
822015
Wednesday
&3/2015
Thursday
6142015
Friday
Bawls
Saturday
6BI2015
Sunday
602015
Monday
6111=15
Tuesday
8I92015
Wednesday
611OW15
Thursday
6/112015
Friday
6/12/2015
Saturday
6/132015
Sunday
61142015
Malay
5/152015
Tuesday
&152015

Nord*We W WTP Chemistry
Deily
5l1/2013 - 4/302018
N EBlnt
70300
TDS
MGIL
N Writ
00580
TOC
MG/L
N EBlnt
TGP3B
Chronic
Ta ticity
C. duble
N EBlra
THP3B
Chronic
Tox Value
N EBlnt
TGOD
Taricity,
(OP)
D. pulex
N Mot
TGE38
Acute
Taodclty
C. dubla
Wednesday
6/17/2015
Thursday
8/182015
Friday
6/19/2015
Saturday
5202015
Sunday
Swam
Monday
822/2015
Tuesday
8232015
Wednesday
6124/2015
Thursday
6252015
Friday
8282015
Saturday
6272015
Sunday
flam1s
Monday
6/29/2015
Tuesday
8/30/2015
Wednesday
7/12015
Thursday
722015
Fddey
MUMS
Saturday
7141Y015
Sunday
7/52015
Monday
7/8/2015
Tuesday
7!/2015
Wednesday
7WA15
Thursday
7/92015
Friday
7/102015
Saturday,
7/112015
Sunday
7/122015
Monday
7M32015
Tuesday
7/1412015
Wednesday
7/15=15
Thursday
7/1820/5
Friday
7/172015
Saturday
7/182015
Salley
7/192015
Monday
7202015
Tuesday,
7212015
Wedrresdey
7222015
Thursda
723/2015

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NaMdde WWTP Chemistry
Daily
5/12D13-4/30/2016
N Eflha
70300
TDS
MG/L
N EflIM
00680
TOC
MGIL
N EMUR
TGP3B
Chronic
Toxicity
C. dubls
N EMhN
TNP3B
Chronic
Tox Value
N Ef nt
TGE31)
To"
(OP)
D. Pakx
N EHlnt
TGE38
Acute
Toxicity
C. duda
Tuesday
1W62015
Wednesday
1Dn2015
Thursday
1W82015
Friday
1Wil/2015
Saturday
10/102015
Sunday
10/112015
Monday
10/122015
Tuesday
101132015
Wednesday
10/142015
Thursday
IOIISM15
Friday
10/162015
Saturday
1WI72015
Sunday
10118201s
Monday,
10119/2D1s
Tuesday
1020/2015
Wednesday
10212015
Thursday
10222015
Friday
10232015
Ssaxday
1W242015
Sunday
10252015
Monday
10262015
Tuesday
111127I2015
WedbWey
1029=15
Thursday
1012VA15
Friday
1W30/1015
Saturday
10/312D15
Sunday
11/12015
Monday
111MIS
Tuesday
11/3I2015
PASS
Wednesday
11/42015
Thursday
IIIVA15
Friday
11/612015
Sehxday
11n2015
Suday,
11AM15
Monday
IIAM15
Tuaadey
11/10/POts
Wednesday
11/11/2015

Nordralde WWTP ChemLsay
Daily
5/1/2013-413WM16
N F10n1
70300
TDS
MG/L
N EMM
00680
TOC
MGIL
N EflUu
TGP3B
Chronic
ToAchy
C. dubie
N Ellin
THP3B
Chronic
Toot Value
N EMrs
TGOD
Toxicity
(OP)
D. Pulex
N FJlint
TGE3B
Aare
Toxicity
C. Bible
Thursday
11/12/2015
Friday
11/13/2015
Saturday
11/14/2015
Sunday
11/1512D15
Malay
11/16/2015
Tuesday
11/17/2015
Wedinesdey
11I18/2015
Thursday
11119/2015
Friday
11120/2015
Saturday
11/2112015
Sunday
1 V22/2015
Monday
11/23/2015
Tuesday
11/24/2015
Wednesday,
11/25/2015
Thursday
11/26=15
Friday
11/77/2015
Saturday
11/28I2015
Sunday
11/29=15
Monday
11130/20/5
Tuesday
12/1/2015
Wednesday
1202015
Thursday
12K3I2015
Friday
12/412015
Saturday
12/5/2015
Sunday
12/8/2015
Monday
12/7/2015
Tuesday
1218/2015
Wednesday
12WMI5
Thursday
12/10/2015
Friday
12111/2015
Saturday
12/12/2015
Sunday
12113I2015
Monday
12114/2015
Tuesday
12I15/2015
Wednesday,
1211612D15
Thursday
12117/2015
Friday
12/18=15

Nor6rside W WTP Chemistry
Da6y
5/l2013-4/3012016
N Efllnt
70300
TDS
MG/L
N EMnt
00580
TOC
MG/L
N EMnt
TGP3B
Chronlc
Tmidty
C. dude
N Eilint
THP3B
Chronlc
Ton Value
N EHim
TGE3D
Tax"
(OP)
D. pule:
N EMM
TGE38
Acute
Tmddty
C. dude
Saturday
12/192015
Sunday
12/20/2015
Monday
1221/2015
Tuesday
12222015
Wednesday
l==15
Thursday
12/2412D15
Friday
12252015
Saturday
12FAM15
Sunday
l7J27/2015
Monday
12/28I2015
Tuesday
1229/2015
Wednesday
12t=2015
Thursday
12/312015
Friday
1/l2016
Saturday
11=16
Sunday
1/3/2016
Monday
192016
Tuesday
1/5/2016
Wednesday
1/8/2016
Thursday,
ln2016
Friday
1/9/2016
Saturday
1/92016
Sunday
1/10/2016
Monday
11112016
Tuesday
11122016
Wednesday
11132016
Thursday
1/142016
Friday
1/15/2016
Saturday
1I162016
Sudsy
11172D16
Monday
11182016
Tuesday
1/192D76
Wednesday
120I2016
Thursday
1212016
Friday
122/2016
Setumay
123/2016
Sudsy
1/242016

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Norlhsids W WTP Chemistry
Daily
5/112013 - 4/3012016
N EPom
70300
TDS
MC/L
N EMnt
00680
TOC
MG/L
N Efllm
TGP3B
Chronic
Toxicity
C. dude
N EBIm
THP3B
Chronic
Tox Value
N Efllnt
TGE3D
Toxicity
(OP)
D. Nu
N Elliot
TGE3B
Acute
ToxI*
C. dude
Friday
4/8I2016
Saturday
4/9/2018
Sunday
4/10/2018
Monday
4/11/2016
Tuesday
4/122016
Wednesday
4/132016
Thursday
4/14/2016
Friday
4/15/2016
Saturday
4/162016
Salley
4/17/2016
Monday
4/182016
Tuesday
4/19=16
Wednesday
4/20/2016
Thursday
4/21/2016
Friday
4222016
Saturday
4232016
Sunday
424/2016
Monday
4252016
Tuesday
412B@018
Wednesday
4272016
Thursday
4282016
Friday
4292016
Saturday
4/30/2016
Sum
1,127
Avg
376
Max
403
Min
338
GMean
Coum
3
10
0
7

Water Resources
ENVIRONMENTAL QUALITY
July 7, 2016
Mr. Jim Fletcher, Executive Director
Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403
PAT MCCRORY
Go'vmor
DONALD R. VAN DER VAART
5rcnlury
S. JAY ZIMMERMAN
Ulreemr
Subject: Permit Renewal
Application No. NCO023965
Northside WWTP
New Hanover County
Dear Mr. Fletcher:
The Water Quality Permitting Section has received your permit renewal application on July
06, 2016. A member of the NPDES Unit will review your application. They will contact you if
additional information is required to complete your permit renewal. Per G.S. 150B-3 your current
permit does not expire until permit decision on the application is made. Continuation of the current
permit is contingent on timely and sufficient application for renewal of the current permit. Please
respond in a timely manner to requests for additional information necessary to complete the permit
application.
If you have any additional questions concerning renewal of the subject permit, please
contact Julie Grzyb at 919-807-6389 or [e-mail].
Sincerely,
Wren Thedford
Wastewater Branch
cc: Central Files
NPDES
Wilmington Regional Office
State of North Carolina I Envuuomental Quality I Water Resource;
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300