NC0025445_Renewal Application_20210405

United States Office of Water EPA Form 3510-2A
Environmental Protection Agency Washington,D.C. Revised March 2019
Water Permits Division
.,EPA Application Form 2A
New and Existing Publicly
Owned Treatment Works
NPDES Permitting Program
RECEIVED
APR 0 5 2021
NCDEQIDWRINPDES
Note: Complete this form if your facility is a new or existing publicly owned treatment works.

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Paperwork Reduction Act Notice
The U.S.Environmental Protection Agency estimates the average burden to collect information and
complete Form 2A to average between 4.7 and 24.7 hours,depending on the number of sections the
applicant must complete. The estimate includes time for reviewing instructions,searching existing data
sources, gathering and maintaining the needed data,and completing and reviewing the collection of
information. Send comments about the burden estimate or any other aspect of this collection of
information to the Chief, Information Policy Branch(PM-223),U.S. Environmental Protection Agency,
1200 Pennsylvania Avenue,NW,Washington,DC 20460,and to the Office of Information and
Regulatory Affairs, Office of Management and Budget, 725 17th Street,NW,Washington,DC 20503,
marked"Attention: Desk Officer for EPA."

FORM 2A—GENERAL INSTRUCTIONS
Who Must Complete Form 2A? Form 2A.If you do not assert a claim of confidentiality at the time
All new and existing publicly owned treatment works(POTWs)and you submit your information to the NPDES permitting authority,
other dischargers designated by the National Pollutant Discharge EPA may make the information available to the public without
Elimination System(NPDES)permitting authority must complete further notice to you.EPA will handle claims of confidentiality in
Form 2A.Note that you may wish to consult the"General accordance with the Agency's business confidentiality regulations
Instructions"of NPDES Application Form 1 to determine if your at Part 2 of Title 4 of the Code of Federal Regulations(CFR).
treatment works is required to submit any additional NPDES Completion of Forms
application forms. Form 2A is divided into six major sections.It also contains five
At the state level,either the U.S.Environmental Protection Agency effluent monitoring tables(Tables A through E)and an industrial
(EPA)or an approved state agency administers the NPDES permit discharge information table(Table F),all located at the end of the
program.If you are located in a jurisdiction in which an EPA form.Note that not all applicants are required to complete each
regional office administers the NPDESpermit program,you should section of the form or all of the tables.The questions on the form
9 P 9
use Form 2A and all other applicable forms described in these will direct you to the items and tables you must complete.
instructions.If you are located in a jurisdiction where a state Print or type in the specified areas only.If you do not have enough
administers the NPDES permit program,contact the state to space on the form to answer a question,you may continue on
determine the forms you should complete.States often develop additional sheets,as necessary,using a format consistent with the
their own application forms rather than use the federal forms.See form.
htto://www.epa.cov/npdes/npdes-state-program-information for a
list of states that have approved NPDES permit programs and Provide your EPA Identification Number from the Facility Registry
those that do not. Service,NPDES permit number,and facility name at the top of
Exhibit 2A-1 (see end of this section)provides contact information each page of Form 2A and any attachments.If your facility is new
for each of EPA's 10 regional offices.Since the exhibit's content is (i.e.,not yet constructed),write or type"New Facility"in the space
subject to change,consult EPA's website for the latest information: provided for the EPA Identification Number and NPDES permit
http:l/www.epa.gov/aboutepa#regional. number.If you do not know your EPA Identification Number,
contact your NPDES permitting authority.See Exhibit 2A-1 for
Where to File Your Completed Form contact information.Additionally,for Tables A through E,provide
If you are in a jurisdiction with an approved state NPDES the applicable outtall number at the top of each page.
• permit program,file according to the instructions on the state Do not leave any response areas blank unless the form directs you
forms. to skip them.If the form directs you to respond to an item that does
• If you are in a jurisdiction where EPA is the NPDES permitting not apply to your facility or activity,enter"NA"for"not applicable"to
authority(i.e.,the state is not an NPDES-authorized state), show that you considered the item and determined a response was
mail the completed application forms to the EPA regional office not necessary for your facility.
that covers the state in which your facility is located(see If you have previously submitted information that answers a specific
Exhibit 2A-1). question to EPA or an approved state NPDES agency,you may
When to File Your Completed Form either repeat the information in the space provided or attach a copy
of the previous submission.
Form 2A must be submitted at least 180 days before your present
NPDES permit expires or,if you are a new discharger,at least Note for New Dischargers
180 days before the date on which the discharge is to commence, Provide all information available to you at the time you
unless the NPDES permitting authority has granted permission for a complete Form 2A.If you do not have information to respond
later date. to an item because your facility has yet to discharge,write or
Fees type"data are not available"next to the item on the form.Note
that you are required to submit actual data no later than
EPA does not require applicants to pay a fee for applying for 24 months after your facility commences to discharge.
NPDES permits.However,states that administer the NPDES permit
program may charge fees.Consult with state officials for further The NPDES permitting authority will consider your application
information. complete when it and any supplementary material are received and
completed according to the authority's satisfaction.The NPDES
Public Availability of Submitted Information permitting authority will judge the completeness of any application
EPA will make information from NPDES permit application forms independently of the status of any other permit application or permit
available to the public for inspection and copying upon request.You for the same facility or activity.
may not claim any information on Form 2A(or related attachments) Definitions
as confidential.
The legal definitions of all key terms used in the various NPDES
You may make a claim of confidentiality for any information that you application forms are included in the"Glossary"at the end of these
submit to EPA that goes beyond the information required by instructions.
2A-1

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FORM 2A—GENERAL INSTRUCTIONS CONTINUED
Exhibit 2A-1.Addresses of EPA Regional Contacts and Covered States
REGION 1 REGION 6
U.S.Environmental Protection Agency,Region 1 U.S.Environmental Protection Agency,Region 6
5 Post Office Square,Suite 100,Boston,MA 02109-3912 1445 Ross Avenue,Suite 1200,Dallas,TX 75202-2733
Phone:[phone];toll free:[phone] Phone:[phone];toll free:[phone]
Fax:[phone] Fax:[phone]
Website:http://www.epa.gov/aboutepa/epa-region-1-new-england Website:http://www.epa.aov/aboutepa/epa-region-6-south-central
Covered states:Connecticut,Maine,Massachusetts,New Hampshire,Rhode Covered states:Arkansas,Louisiana,New Mexico,Oklahoma,and Texas
Island,and Vermont
REGION 2 REGION 7
U.S.Environmental Protection Agency,Region 2 U.S.Environmental Protection Agency,Region 7
290 Broadway,New York,NY 10007-1866 11201 Renner Boulevard,Lenexa,KS 66219
Phone:[phone];toll free:[phone] Phone:[phone];toll free:[phone]
Fax:[phone] Website:http://www.epa.qov/aboutepa/epa-region-7-midwest
Website:http://www.epa.gov/aboutepa/epa-region-2 Covered states:Iowa,Kansas,Missouri,and Nebraska
Covered states:New Jersey,New York,Virgin Islands,and Puerto Rico
REGION 3 REGION 8
U.S.Environmental Protection Agency,Region 3 U.S.Environmental Protection Agency,Region 8
1650 Arch Street,Philadelphia,PA 19103-2029 1595 Wynkoop Street,Denver,CO 80202-1129
Phone:[phone];toll free:[phone] Phone:[phone];toll free:[phone]
Fax:[phone] Fax:[phone]
Website:http://www.epa.00v/aboutepa/epa-region-3-mid-atlantic Website:http://www.epa.aov/aboutepa/era-region-8-mountains-and-plains
Covered states:Delaware,District of Columbia,Maryland,Pennsylvania,Virginia, Covered states:Colorado,Montana,North Dakota,South Dakota,Utah,and
and West Virginia Wyoming
REGION 4 REGION 9
U.S.Environmental Protection Agency,Region 4 U.S.Environmental Protection Agency,Region 9
Sam Nunn Atlanta Federal Center 75 Hawthorne Street,San Francisco,CA 94105
61 Forsyth Street,SW,Atlanta,GA 30303-8960 Phone:[phone];toll free:(866)EPA-WEST
Phone:[phone];toll free:[phone] Fax:[phone]
Fax:[phone] Website:http:/Iwww.epa.gov/aboutepa/epa-region-9-pacific-southwest
Website:http://www.epa.gov/abouteoa/about-epa-region-4-southeast Covered states:Arizona,California,Hawaii,Nevada,Guam,American Samoa,
Covered states:Alabama,Florida,Georgia,Kentucky,Mississippi,North Carolina, and Trust Territories
South Carolina,and Tennessee
REGION 5 REGION 10
U.S.Environmental Protection Agency,Region 5 U.S.Environmental Protection Agency,Region 10
77 West Jackson Boulevard,Chicago,IL 60604-3507 1200 Sixth Avenue,Suite 900,Seattle,WA 98101
Phone:[phone];toll free:[phone] Phone:[phone];toll free:[phone]
Fax:[phone] Fax:[phone]
Website:http://www.epa.gov/aboutepa/epa-reoion-5 Website:http://www.epa.aov/aboutepa/ena-region-10-pacific-northwest
Covered states:Illinois,Indiana,Michigan,Minnesota,Ohio,and Wisconsin Covered states:Alaska,Idaho,Oregon,and Washington
2A-2

FORM 2A—LINE-BY-LINE INSTRUCTIONS
Section 1.Basic Application Information for All Applicants Discharge Points by Type
Facility Information Item 1.11.Provide the facility's total number of effluent discharge
Item 1.1.Enter the facility's official or legal name.Do not use a points to waters of the United States by type(e.g.,treated effluent,
colloquial name.Provide the mailing address of the facility.Next, untreated effluent,combined sewer overflows,bypasses,and
give the name(first and last),title,work telephone number,and constructed emergency overflows).
email address of the person who is thoroughly familiar with the Outfalls and Other Discharge or Disposal Methods
operation of the facility and with the facts reported in this Outfalls Other Than to Waters of the United States
application.
Item 1.12.Indicate whether the POTW discharges wastewater to
Include a complete location address for the facility if different from basins,ponds,or other surface impoundments that do not have
the mailing address.If the facility lacks a street name or route outlets for discharge to waters of the United States.If yes,continue
number,give the most accurate,alternative geographic information to Item 1.13.If no,skip to Item 1.14.
(e.g.,section number or quarter section number from county
records or"at intersection of Routes 425 and 22"). Item 1.13.Specify the location of each surface impoundment,the
average daily volume discharged to each surface impoundment in
Item 1.2.Indicate whether the application is for a facility that has gallons per day(gpd),and whether the discharge is continuous or
not yet commenced discharge.If yes,be advised that you are intermittent.
required to submit actual data no later than 24 months after your
facility commences to discharge. Item 1.14.Indicate if the facility applies wastewater to land.If yes,
continue to Item 1.15.If no,skip to Item 1.16.
Applicant Information
Item 1.3.Indicate if the applicant is different from the entity listed Item 1.15.Provide the location of each land application site;the
under Item 1.1.If so,specify the applicant name and address. size of each land application site(in acres);the average daily
Provide the name(first and last)of a contact,including his/her title, volume applied to each land application site(in gpd),and whether
telephone number,and email address. the land application is continuous or intermittent.
Item 1.4.Indicate if the applicant is the facility's owner,operator,or Item 1.16.Note whether the facility's effluent is transported to
both. another facility for treatment prior to discharge.If yes,continue to
Item 1.17.If no,skip to Item 1.21.
Item 1.5.Specify whether the NPDES permitting authority should Item 1.17.Describe the means by which the effluent is transported,
send correspondence to the facility or the applicant. such as by tank truck or pipe.
Existing Environmental Permits Item 1.18.Specify whether the facility's effluent is transported by a
Item 1.6.Indicate all environmental permits or construction party other than the applicant.If yes,continue to Item 1.19.If no,
approvals received or applied for(including dates)under the noted skip to Item 1.20.
programs.Print or type the corresponding permit number for each.
Item 1.19.Provide the name,mailing address,contact person,
Collection System and Population Served phone number,and email address of the entity that transports the
Item 1.7.Specify the municipalities served by the treatment works, discharge.
including unincorporated connector districts.For each municipality, Item 1.20.Provide the name,mailing address,contact person,
indicate the population served,the percentage of each collection phone number,email address,and NPDES permit number(if any)
system type if known(e.g.,separate sanitary or combined storm of the receiving facility.Also specify the average daily flow rate from
and sanitary),and collection system ownership status.Finally, the facility into the receiving facility in mgd.
indicate the total percentage of sewer line each type comprises.
Do not report privately owned collection systems discharging Item 1.21.Indicate if wastewater is disposed of in a manner other
industrial waste to the treatment works in Item 1.7.Those facilities than those already mentioned in Items 1.14 through 1.21 that do
must be reported on Table F. not have outlets to waters of the United States,such as
underground percolation and underground injections.If yes,
Indian Country continue to Item 1.22.If no,skip to Item 1.23.
Item 1.8.Indicate if the POTW is located in Indian Country. Item 1.22.Provide a description of the disposal method,including
Item 1.9.Note whether the treatment works discharges to a the location and size of each disposal site;the annual average daily
receiving stream that flows through Indian Country. discharge volume(in gpd),and whether disposal through this
Design and Actual Flow Rates method is continuous or intermittent.
Item 1.10.Provide the facility's design flow rate in million gallons Variance Requests
per day(mgd).Next,specify the facility's actual annual average Item 1.23.If known at the time of application,check all of the
daily flow rate and maximum daily flow rate for each of the previous authorized variances that you plan to request or renew.Note that
three years(in mgd). you are not being asked to submit any other information at this
time.Contact your NPDES permitting authority to determine the
2A-3

FORM 2A—LINE-BY-LINE INSTRUCTIONS CONTINUED
specifics of what you should provide and when.The ability to website at http://nationalmap.00v/.(For a map from this site,use
request a variance is not limited to the time of application,and an the traditional 7.5-minute quadrangle format.If none is available,
applicant may request a variance consistent with statutory and use a USGS 15-minute series map.)You may also use a plat or
regulatory requirements. other appropriate map.Briefly describe land uses in the map area
Contractor Information (e.g.,residential,commercial).An example of an acceptable
Item 1.24.Indicate if any of the operational or maintenance location map is shown as Exhibit 2A-2 at the end of these
instructions.Note:Exhibit 2A-2 is provided for illustration only;it
activities associated with wastewater treatment and effluent quality
does not show an actual facility.Note that you have completed your
of the POTW are the responsibility of a contractor.If yes,continue
to Item 1.25.If no,skip to Section 2. topographic map and attached it to the application.
Item 1.25.Provide a listing of all contractors(by company name). Flow Diagram
For each,specify the mailing address,a contact name,telephone Item 2.4.Provide a process flow diagram or schematic showing the
number,and email address.Also summarize the operational and processes of the treatment plant,including all bypass piping and all
maintenance responsibilities of each contractor. backup power sources or redundancy in the system.This includes
a water balance showing all treatment units,including disinfection
Section 2.Additional Information (e.g.,chlorination and dechlorination),and showing daily average
Outfalls to Waters of the United States flow rates at influent and discharge points,and approximate daily
Design Flow flow rates between treatment units.Also provide a narrative
Item 2.1.Indicate whether the treatment works has a design flow description of the diagram/schematic.Answer"Yes"to Item 2.4
greater than or equal to 0.1 mgd.If yes,continue to Item 2.2.If no, once you have completed and attached your diagram to the
skip to Section 3. application.
Inflow and Infiltration Scheduled Improvements and Schedules of Implementation
Item 2.2.Specify the POTW's current average daily volume of Item 2.5.Indicate whether any improvements to the facility are
inflow and infiltration(in gpd)and steps the facility is taking to scheduled.If yes,list and briefly describe each scheduled
improvement and continue to Item 2.6.If no,skip to Section 3.
minimize inflow and infiltration.
Topographic Map Item 2.6.For each scheduled improvement,indicate the outfall
number of each outfall affected and the scheduled or actual dates
Item 2.3.Prepare a topographic map(or other map if a topographic of completion for the following:(1)commencement of construction,
map is unavailable)extending at least one mile beyond property (2)completion of construction,(3)commencement of discharge,
boundaries of the treatment plant,including all unit processes and and(4)attainment of operational level.
showing the following:(1)treatment plant area and unit processes;
(2)major pipes or other structures through which wastewater enters Item 2.7.Note whether the appropriate permits/clearances
the treatment plant and the pipes or other structures through which concerning other federal/state requirements have been obtained
treated wastewater is discharged from the treatment plant(include and briefly explain your response.
outfalls from bypass piping,if applicable);(3)each well where fluids Section 3.Information on Effluent Discharges
from the treatment plant are injected underground;(4)wells, Description of Ouffalls
springs,and other surface water bodies listed in public records or
otherwise known to the applicant within 1/4 mile of the treatment Item 3.1.Provide a description of each of the POTW's wastewater
works'property boundaries;(5)sewage sludge management discharge outfalls.The application form provides reporting space
facilities(including onsite treatment,storage,and disposal sites); for three outfalls.If your facility has more than this number,attach
and(6)location at which waste classified as hazardous under the additional sheets as necessary.
Resource Conservation and Recovery Act(RCRA)enters the For each outfall,provide the outfall number.Indicate the state,
treatment plant by truck,rail,or dedicated pipe. county,and city or town where each outfall is located.Note the
On each map,include the map scale,a meridian arrow showing distance from shore in feet and the depth below the surface in feet.
north,and latitude and longitude to the nearest second.Latitude Specify the average daily flow rate through the outfall in mgd.Also
and longitude coordinates may be obtained in a variety of ways, specify the latitude and longitude of each outfall to the nearest
including use of hand held devices(e.g.,a GPS enabled second.Latitude and longitude coordinates may be obtained in a
smartphone),internet mapping tools(e.g., variety of ways,including use of hand held devices(e.g.,a GPS
https://mvnasadata.larc.nasa.gov/latitudelongitude-finder/), enabled smartphone),internet mapping tools(e.g.,
geographic information systems(e.g.,ArcView),or paper maps https://mvnasadata.larc.nasa.gov/latitudelongitude-finder/),
from trusted sources(e.g.,U.S.Geological Survey or USGS). geographic information systems(e.g.,ArcView),or paper maps
from trusted sources(e.g.,USGS).The location of each outfall(i.e.,
On all maps of rivers,show the direction of the current.In tidal where the coordinates are collected)shall be the point where the
waters,show the directions of ebb and flow tides. discharge is released into a water of the United States.For further
You may develop your map by going to USGS's National Map guidance,refer to htto://www.epa.gov/oeospatial/latitudelonoitude-
data-standard.
2A-4

FORM 2A—LINE-BY-LINE INSTRUCTIONS CONTINUED
Seasonal or Periodic Discharge Data completing Items 3.10 to 3.26 and Tables A through E.
Item 3.2.Indicate whether any of the outfalls described under Item 3.10 and Table A.All applicants that discharge wastewater to
Item 3.1 have seasonal or periodic discharges.If yes,continue to waters of the United States must provide effluent data for Table A
Item 3.3.If no,skip to Item 3.4. parameters.Respond"Yes"to Item 3.10 when you have completed
Item 3.3.Specify the following for each applicable outfall: Table A and attached it to your application.
(1)number of times per year discharge occurs,(2)average duration Item 3.11.Answer whether the POTW has conducted any whole
of each discharge,(3)average flow of each discharge in mgd,and effluent toxicity(WET)tests during the 4.5 years prior to the date of
(4)months in which discharge occurs. the application on any of the facility's discharges or on any
Diffuser Type receiving water near the discharge points.If yes,continue to Item
Item 3.4.Note whether any of the outfalls listed under Item 3.1 are 3.12.If no,skip to Item 3.13.
equipped with a diffuser.If yes,continue to Item 3.5.If no,skip to Item 3.12.For each applicable outfall,note the number of acute
Item 3.6. and chronic WET tests conducted since the last permit reissuance
Item 3.5.Briefly describe the diffuser type at each applicable of the facility's discharges or of the receiving water near the
outfall. discharge points.
Waters of the United States Item 3.13.Note whether the POTW has a design flow greater than
Item 3.6.Note whether the POTW discharges or plans to discharge or equal to 0.1 mgd.If yes,continue to Item 3.14.If no,skip to Item
wastewater to waters of the United States from one or more 3.16.
discharge points.If yes,continue to Item 3.7.If no,skip to Item 3.14 and Table B.Answer whether the treatment works uses
Section 6. chlorine for disinfection,uses it elsewhere in the treatment process,
Receiving Water Description or otherwise has reasonable potential to discharge chlorine in its
Item 3.7.Provide receiving water and related information in the effluent.If yes,complete Table B including chlorine.If no,complete
table provided on the form(if known):(1)name of receiving water, Table B,omitting chlorine.
(2)name of watershed/river/stream system and U.S.Soil Item 3.15.Answer"Yes"when you have completed monitoring for
Conservation Service 14-digit watershed code,(3)name of state all applicable Table B parameters and attached the results to your
management/river basin and U.S.Geological Survey(USGS)8-digit application.
hydrologic unit code,(4)acute and chronic critical low flow in cubic
feet per second(cfs)and total hardness of receiving stream at Item 3.16 and Screen for Tables C through E.Indicate whether
critical low flow,in milligrams per liter(mg/L)of calcium carbonate, one or more of the conditions apply to your POTW.If yes,continue
if applicable. to Item 3.17.If no,skip to Section 4.
Treatment Description Item 3.17 and Table C.Answer"Yes"to indicate you have
completed monitoring for all applicable Table C pollutants and
Item 3.8.Specify the highest level of treatment provided for attached the results to your application package.
discharges from each outfall(e.g.,primary,equivalent to
secondary,secondary,or advanced).Also indicate the following Item 3.18 and Table D.Answer"Yes"to indicate you have
design removals(in percent)for the following parameters for each completed monitoring for applicable Table D pollutants required by
outfall:(1)biochemical oxygen demand(BODE or CBOD5),(2)total your NPDES permitting authority and attached the results to your
suspended solids(TSS),(3)phosphorus(if applicable),(4)nitrogen application package,or"No"if the NPDES permitting authority has
(if applicable),and(5)any other removals that an advanced not required additional sampling for the pollutants in Table D.
treatment system is designed to achieve. Item 3.19 and Additional Screen for Table E.Answer whether the
Item 3.9.Provide a description of the type(s)of disinfection used for POTW conducted either(1)a minimum of four quarterly WET tests
wastewater discharged through each outfall.Indicate the seasons for one year preceding this permit application or(2)at least four
the disinfection type is used.Note whether the POTW dechlorinates annual WET tests in the past 4.5 years.If yes,continue to Item
if disinfection is accomplished through chlorination.Otherwise, 3.20.If no,complete tests and Table E and then skip to Item 3.26.
check"Not Applicable." Item 3.20 and Additional Screen for Table E.Report whether you
Effluent Testing Data and Tables A through E have previously submitted the results of the WET tests indicated in
Items 3.10 to 3.26.These items require you to collect and report Item 3.19 to your NPDES permitting authority.If yes,continue to
data for the parameters and pollutants listed in Tables A through E, Item 3.21.If no,provide the results in Table E and skip to Item 3.26.
located at the end of Form 2A.The instructions for completing the Item 3.21.Report the dates the testing data were submitted to your
tables are table-specific,as are the criteria for determining who NPDES permitting authority and provide a summary of the results.
should complete them. Item 3.22.Regardless of how you may have provided the results of
Important note:Read the"General Instructions for Reporting, previously conducted WET analyses to your NPDES permitting
Sampling,and Analysis"later in these instructions before authority,indicate if any of the tests resulted in toxicity.If yes,
2A-5

FORM 2A—LINE-BY-LINE INSTRUCTIONS CONTINUED
continue to Item 3.23.If no,skip to Item 3.26. pretreatment program,which is defined at 40 CFR 403.3 as a
Item 3.23.Describe the cause(s)of toxicity. program administered by a POTW that meets the criteria
established in 40 CFR 403.8 and 403.9 and that has been
Item 3.24.Indicate if the POTW has conducted a toxicity reduction approved by the NPDES permitting authority.
evaluation.If yes,continue to Item 3.25.If no,skip to Item 3.26.
Item 4.4.Answer whether you have submitted either of the
Item 3.25.Provide details of any toxicity reduction evaluations following to the NPDES permitting authority that contains
performed. information substantially identical to that required in Table F:(1)a
Item 3.26.Answer"Yes"when you have completed Table E for all pretreatment program annual report submitted within one year of
applicable outfalls and attached the results to the application the application or(2)a pretreatment program.If yes,continue to
package,or answer"No"if the item is not applicable because you Item 4.5.If no,skip to Item 4.6.
previously submitted WET data to your NPDES permitting authority. Item 4.5.Identify the title and date of the pretreatment program
Section 4.Industrial � F,Discharges,Table and Hazardous annual report or pretreatment program referenced in Item 4.4 and
9
Wastes skip to Item 4.7.
Item 4.1.Indicate if the POTW receives discharges from significant Item 4.6 and Table F.Complete Table F by providing the following
industrial users(SIUs)or non-significant categorical industrial users information for each SIU that discharges to the POTW:(1)name
(NSCIUs),including SIUs and NSCIUs that truck or haul waste.If and mailing address;(2)description of all industrial processes that
yes,continue to Item 4.2.If no,skip to Item 4.7. affect or contribute to each SIU's discharge;(3)a list of the principal
1. SIUs are defined as: products and raw materials that affect or contribute to the SIU's
discharge;(4)average daily volume of wastewater discharged by
a. All industrial users subject to categorical pretreatment each SIU,indicating the amount attributable to process flow and
standards under 40 CFR 403.6 and 40 CFR Chapter I, non-process flow;(5)whether the SIU is subject to local limits;
Subchapter N(CIUs);and (6)whether the SIU is subject to categorical standards and the
b. Any other industrial user per 40 CFR 403.3 that: categories/subcategories under which the SIU is subject;and
(7)whether any problems(e.g.,upsets,pass-through interference)
i. Discharges an average of 25,000 gpd or more of have occurred at the POTW that can be attributed to the SIU in the
process wastewater to the treatment works(with past 4.5 years.Answer"Yes"to Item 4.6 when you have completed
certain exclusions);or and attached Table F to the application package.
ii. Contributes a process wastestream that makes up
5 percent or more of the average dry weather Note:SIUs include users that truck or haul industrial waste to the
hydraulic or organic capacity of the treatment plant; POTW.Information for these users must be provided in Table F.
or Item 4.7.Indicate if the POTW receives or has been notified that it
iii. Is designated as an SIU by the control authority. will receive by truck,rail,or dedicated pipe any wastes that are
regulated as RCRA hazardous wastes pursuant to 40 CFR 261.If
2. The control authority may determine that an Industrial User yes,continue to Item 4.8.If no,skip to Item 4.9.
subject to categorical Pretreatment Standards under 40 CFR
403.6 and 40 CFR Chapter I,Subchapter N is a NSCIU rather Item 4.8.For each hazardous waste received,provide the
than a SIU on a finding that the Industrial User never hazardous waste number,the method by which the waste is
discharges more than 100 gpd of total categorical wastewater received(e.g.,by truck,dedicated pipe,rail,etc.),and the amount
(excluding sanitary,non-contact cooling and boiler blowdown of waste received annually(specify units).
wastewater,unless specifically included in the Pretreatment Item 4.9.Answer whether the POTW receives,or has been notified
Standard)and the following conditions are met: that it will receive,wastewaters that originate from remedial
a. The Industrial User,prior to the control authority's finding, activities,including those undertaken pursuant to Comprehensive
has consistently complied with all applicable categorical Environmental Response,Compensation,and Liability Act
Pretreatment Standards and Requirements; (CERCLA)and Sections 3004(u)or 3008(h)of RCRA.If yes,
b. The Industrial User annually submits the certification continue to Item 4.10.If no,skip to Section 5.
statement required in 40 CFR 403.12(q)together with any Item 4.10.Answer whether the POTW receives(or expects to
additional information necessary to support the receive)less than 15 kilograms per month of non-acute hazardous
certification statement;and wastes as specified at 40 CFR 261.30(d)and 261.33(e).If yes,skip
c. The Industrial User never discharges any untreated to Section 5.If no,continue to Item 4.11.
concentrated wastewater. Item 4.11.In an attachment to the application,provide an
Item 4.2.Indicate the number of SIUs and NSCIUs that discharge identification and description of the site(s)or facility(ies)at which
the wastewater originates;the identities of the wastewater's
to the POTW. hazardous constituents,as listed in Appendix VII of 40 CFR 261,if
Item 4.3.Answer whether the POTW has an approved known;and the extent of treatment,if any,the wastewater receives
2A-6
L

General Instructions for Reporting,Sampling,and Analysis
Important note:Read these instructions before completing • The method ML is above the water quality criterion,but the
Tables A through E and Section 3 of Form 2A. amount of the pollutant or pollutant parameter in the facility's
General Items discharge is high enough that the method detects and
quantifies the level of the pollutant or pollutant parameter in
Complete the applicable tables for each outfall at your facility.Be the discharge.
sure to note the EPA Identification Number,NPDES permit • The method has the lowest ML of the analytical methods
number,facility name,and applicable outfall number at the top of approved under 40 CFR 136 or required under 40 CFR
each page of the tables and any associated attachments.
chapter I,subchapter N or 0,for the measured pollutant or
You may report some or all of the required data by attaching pollutant parameter.
separate sheets of paper instead of completing Tables A through
E for each of your outfalls,so long as the sheets contain all of the Consistent with 40 CFR 136,you may provide matrix or sample
required information and are similar in format to Tables A through specific MLs rather than the published levels.Further,where you
E.For example,you may be able to print a report in a compatible can demonstrate that,despite a good faith effort to use a method
format from the data system used in your analysis of metals that would otherwise meet the definition of"sufficiently sensitive,"
completed under Table C. the analytical results are not consistent with the quality assurance
(QA)/quality control(QC)specifications for that method,then the
Note for new dischargers.Provide all information available to NPDES permitting authority may determine that the method is not
you at the time you complete Form 2A.If you do not have performing adequately and the NPDES permitting authority should
information to respond to an item because your facility has yet to select a different method from the remaining EPA-approved
discharge,write or type"data are not available"next to the item methods that is sufficiently sensitive consistent with 40 CFR
on the form.Note that you are required to submit actual data no 12221(e)(3)(i).Where no other EPA-approved methods exist,you
later than 24 months after your facility commences discharge. must select a method consistent with 40 CFR 122.21(e)(3)(ii).
Reporting of Effluent Data When there is no analytical method that has been approved under
Where effluent data are requested,do not provide information on 40 CFR 136;required under 40 CFR chapter I,subchapter N or 0,
CSOs.The latter information is requested instead under Section 5 and is not otherwise required by the NPDES permitting authority,
of Form 2A. you may use any suitable method but shall provide a description
Provide data for each outfall through which effluent is discharged, of the method.When selecting a suitable method,other factors
When an applicant has two or more outfalls with substantially such as a method's precision,accuracy,or resolution,may be
identical effluents,the NPDES permitting authority may allow the considered when assessing the performance of the method.
applicant to test only one outfall and report that quantitative data Effluent monitoring data must comply with the QA/QC
as applying to the substantially identical outfall.If the permitting requirements of 40 CFR 136(and other appropriate QA/QC
authority grants your request.attach a separate sheet to the requirements for standard methods for analytes not addressed by
application form identifying the outfall tested and describing why 40 CFR 136).
the other outfall(s)are substantially identical. Clearly specify the units of measure on Tables A through E for
At a minimum,effluent testing data must be based on at least each parameter/pollutant analyzed.Values should be reported as
three samples taken within 4.5 years prior to the date of the concentration or mass,except for flow,temperature,pH.color,
permit application.Samples must be representative of the and fecal coliform organisms,unless otherwise requested or
seasonal variation in the discharge from each outfall.Existing required by the NPDES permitting authority.Flow,temperature,
data may be used,if available,in lieu of sampling done solely for pH,color,and fecal coliform organisms must be reported as mgd,
the purpose of this application. degrees Celsius(°C),standard units,color units,and most
All existing data for pollutants specified in Tables A through D that probable number per 100 milliliters(MPN/100 mL),respectively.
is collected within 4.5 years of the application must be included in Use the following abbreviations in the columns requiring'`units"in
the pollutant data summary that you submit.If,however,you Tables A through D.
sampled for a specific pollutant on a monthly or more frequent Concentration Mass
basis,it is only necessary,for such pollutant,to summarize all ppm=parts per million lbs=pounds
data collected within 1 year of the application. mg/L=milligrams per liter ton=tons(English tons)
Except as specified below,all required quantitative data shall be ppb=parts per billion mg=milligrams
collected in accordance with sufficiently sensitive analytical pg/L=micrograms per liter g=grams
methods approved under 40 CFR 136 or required under 40 CFR
chapter I,subchapter N or 0.A method is"sufficiently sensitive" MPN=most probable number kg=kilograms
when:
per 100 milliliters T=tonnes(metric tons)
• The method minimum level(ML)is at or below the level of
the applicable water quality criterion for the measured
pollutant or pollutant parameter.
2A-7

General Instructions for Reporting,Sampling,and Analysis Continued
Grab samples must be used for pH.temperature,cyanide,total times,and the collection of duplicate samples—must be followed.
phenols,residual chlorine,oil and grease,fecal coliform(including The time when you sample should be representative of your normal
E.co/i),and volatile organic compounds.For all other pollutants, operation,to the extent feasible.with your treatment system
24-hour composite samples must be used.For a composite operating properly with no system upsets.Collect samples from the
sample,only one analysis of the composite of aliquots is required. center of the flow channel,where turbulence is at a maximum,at a
The effluent monitoring data provided must include at least the site specified in your present NPDES permit,or at any site
following for each parameter:(1)the maximum daily discharge adequate for the collection of a representative sample.
based upon actual sample values,(2)average daily discharge for Further Requirements for Table E,Whole Effluent Toxicity
all samples,expressed as concentration or mass,and the number Testing
of samples used to obtain this value,(3)the analytical method Each applicant required to perform WET testing must provide
used,and(4)the threshold level(i.e.,method detection limit, results of a minimum of four quarterly tests for a year,from the year
minimum level,or other designated method endpoints)for the preceding the permit application,or the results from four tests
analytical method used. performed at least annually in the 4.5-year period prior to the
Metals must be reported as"total recoverable metal,"unless all application,provided the results show no appreciable toxicity using
approved analytical methods for the metal inherently measure only a safety factor determined by the NPDES permitting authority.
its dissolved form(e.g.,hexavalent chromium)or otherwise directed Applicants must conduct tests with multiple species(no less than
by the NPDES permitting authority. two species;e.g.,fish,invertebrate,plant)and test for acute or
Sampling chronic toxicity,depending on the range of receiving water dilution.
The collection of samples for the reported analyses should be See 40 CFR 122.21(j)(5)(v)for further details.
supervised by a person experienced in performing sampling of WET testing must be conducted using methods approved under
domestic wastewater.You may contact your NPDES permitting 40 CFR 136.West coast facilities in Washington,Oregon,
authority for detailed guidance on sampling techniques and for California,Alaska,Hawaii,and the Pacific Territories are exempted
answers to specific questions.See Exhibit 2A-1 for contact from 40 CFR 136 chronic methods and must use alternative
information.Any specific requirements in the analytical methods— guidance as directed by the NPDES permitting authority.
for example,for sample containers,sample preservation,holding
2A-8

FORM 2A—LINE-BY-LINE INSTRUCTIONS CONTINUED
or will receive before entering the POTW.Answer"Yes"to Item watershed(14-digit)code,if known;(3)name of the state
4.11 when you have completed and attached the information to the management/river basin and the USGS 8-digit hydrologic
application package. cataloging unit code,if known;and(4)a description of any known
Section 5.Combined Sewer Overflows water quality impacts on the receiving water caused by the CSO
CSO Map and Diagram (e.g.,permanent or intermittent beach closings,permanent or
intermittent shellfish bed closings,fish kills,fish advisories,other
Item 5.1.Indicate if the treatment works has a combined sewer recreational loss,or exceedance of any applicable state water
system.If yes,continue to Item 5.2.If no,skip to Section 6. quality standard).
Item 5.2.Attach a CSO system map to the application.The map Section 6.Checklist and Certification Statement
should indicate:(1)all CSO discharge points,(2)sensitive use Item 6.1.Review the checklist provided.In Column 1,mark the
areas potentially affected by CSOs(e.g.,beaches,drinking water sections of Form 2A that you have completed and are submitting
supplies,shellfish beds,sensitive aquatic ecosystems,and with your application.In Column 2,indicate for each section
outstanding national resource waters),and(3)waters supporting whether you are submitting attachments.
threatened and endangered species potentially affected by CSOs.
Answer"Yes"to Item 5.2 when you have completed the map and Item 6.2.The Clean Water Act provides for severe penalties for
attached it to the application package. submitting false information on this application form.CWA Section
Item 5.3.Prepare a diagram of the CSO collection system.The 309(c)(2)provides that"Any person who knowingly makes any false
diagram should show the following:(1)the location of major sewer statement,representation,or certification in any application,...shall
trunk lines,both combined and separate sanitary;(2)the locations upon conviction,be punished by a fine of no more than$10,000 or
of points where separate sanitary sewers feed into the combined by imprisonment for not more than six months,or both."
sewer system;(3)in-line and off-line storage structures;(4)the FEDERAL REGULATIONS AT 40 CFR 122.22 REQUIRE THIS
locations of flow-regulating devices;and(5)the locations of pump APPLICATION TO BE SIGNED AS FOLLOWS:
stations.Answer"Yes"to Item 5.3 when you have completed the A. For a corporation,by a responsible corporate officer.For the
diagram and attached it to the application package. purpose of this section,a responsible corporate officer means:
CSO Outfall Description (1)a president,secretary,treasurer,or vice-president of the
Item 5.4.Provide the following information for each CSO ouffall: corporation in charge of a principal business function,or any
(1)outfall number;(2)state,county,city or town and ZIP code in other person who performs similar policy-or decision-making
which the outfall is located;(3)latitude and longitude of the outfall, functions for the corporation,or(2)the manager of one or
to the nearest second,(4)distance of the outfall from shore and more manufacturing,production,or operating facilities,
depth of the outfall below water surface.Latitude and longitude provided the manager is authorized to make management
coordinates may be obtained in a variety of ways,including use of decisions which govem the operation of the regulated facility
hand held devices(e.g.,a GPS enabled smartphone),Internet including having the explicit or implicit duty of making major
ols( g., capital investment recommendations,and initiating and
mapping to
https://mynols e.a./arc.nasa.gov/latitudelonoitude-finder/), directing other comprehensive measures to assure long term
paper maps environmental compliance with environmental laws and
geographic information sstems y (e.g.,ArcView),or p pregulations;the manager can ensure that the necessary
from trusted sources(e.g.,USGS).The location of each CSO systems are established or actions taken to gather complete
outfall(i.e.,where the coordinates are collected)shall be the point and accurate information for permit application requirements;
where the discharge is released into a water of the United States. and where authority to sign documents has been assigned or
CSO Monitoring delegated to the manager in accordance with corporate
Item 5.5.Indicate whether the POTW has monitored any of the procedures.
following items in the past year for each of its CSO outfalls: B. For a partnership or sole proprietorship,by a general partner
(1)rainfall,(2)CSO flow volume,(3)CSO pollutant concentrations; or the proprietor,respectively.
(4)receiving water quality,(5)CSO frequency,and(6)number of C. For a municipality,state,federal,or other public facility,by
storm events. either a principal executive officer or ranking elected official.
CSO Events in Past Year For purposes of this section,a principal executive officer of a
Item 5.6.For each CSO outfall,record(1)the number of CSO federal agency includes:(1)The chief executive officer of the
events in the past year,(2)the average duration in hours per event, agency,or(2)a senior executive officer having responsibility
(3)the average volume per CSO event in million gallons,and for the overall operations of a principal geographic unit of the
(4)the minimum rainfall that caused a CSO event in inches of agency(e.g.,Regional Administrators of EPA).
rainfall in the past year.Note whether your responses for sub-items END
(2)through(4)above are based on actual or estimated data. Submit your completed Form 2A and
CSO Receiving Waters all associated attachments
Item 5.7.For each CSO outfall,record the following receiving water (and any other required NPDES application forms)
information:(1)name of receiving water;(2)name of to your NPDES permitting authority.
watershed/stream system and the U.S.Soil Conservation Service
2A-9

.
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2A-10

FORM 2A—GLOSSARY
Note:This glossary includes terms used in the various NPDES application forms,including Form 2A.The definitions are from the NPDES
regulations at 40 CFR 122.2 unless otherwise specified.If you have any questions concerning the meaning of any of these terms,contact
your NPDES permitting authority.
ANIMAL FEEDING OPERATION(defined at§122.23)means a lot or facility(other than an aquatic animal production facility)where the
following conditions are met;
• Animals(other than aquatic animals)have been,are,or will be stabled or confined and fed or maintained for a total of 45 days or
more in any 12-month period;and
• Crops,vegetation,forage growth,or post-harvest residues are not sustained in the normal growing season over any portion of the lot
or facility.
APPLICATION means the EPA standard national forms for applying for a permit,including any additions,revisions,or modifications to the
forms;or forms approved by EPA for use in approved states,including any approved modifications or revisions.
APPROVED PROGRAM or APPROVED STATE means a State or interstate program which has been approved or authorized by EPA
under part 123.
AQUACULTURE PROJECT(defined at§122.25)means a defined managed water area which uses discharges of pollutants into that
designated area for the maintenance or production of harvestable freshwater,estuarine,or marine plants or animals.DESIGNATED
PROJECT AREA means the portions of the waters of the United States within which the permittee or permit applicant plans to confine the
cultivated species,using a method or plan or operation(including,but not limited to,physical confinement)which,on the basis of reliable
scientific evidence,is expected to ensure that specific individual organisms comprising an aquaculture crop will enjoy increased growth
attributable to the discharge of pollutants,and be harvested within a defined geographic area.
AVERAGE MONTHLY DISCHARGE LIMITATION means the highest allowable average of daily discharges over a calendar month,
calculated as the sum of all daily discharges measured during that month divided by the number of daily discharges measured during that
month.
AVERAGE WEEKLY DISCHARGE LIMITATION means the highest allowable average of daily discharges over a calendar week,
calculated as the sum of all daily discharges measured during a calendar week divided by the number of daily discharges measured during
that week.
BEST MANAGEMENT PRACTICES(BMPs)means schedules of activities,prohibitions of practices,maintenance procedures,and other
management practices to prevent or reduce the pollution of waters of the United States.BMPs include treatment requirements,operation
procedures,and practices to control plant site runoff,spillage or leaks,sludge or waste disposal,or drainage from raw material storage.
BIOSOLIDS(see sewage sludge).
BYPASS(defined at§122.41(m))means the intentional diversion of waste streams from any portion of a treatment facility.
COMBINED SEWER OVERFLOW(CSO)means a discharge from a combined sewer system(CSS)at a point prior to the Publicly Owned
Treatment Works(POTW)Treatment Plant(defined at§403.3(r)).
COMBINED SEWER SYSTEM(CSS)means a wastewater collection system owned by a State or municipality(as defined by section
502(4)of the CWA)which conveys sanitary wastewaters(domestic,commercial and industrial wastewaters)and storm water through a
single-pipe system to a Publicly Owned Treatment Works(POTW)Treatment Plant(as defined at§403.3(r)).
CONCENTRATED ANIMAL FEEDING OPERATION(defined at§122.23)means an animal feeding operation that is defined as a Large
CAFO or as a Medium CAFO by the terms of(A)or(B)below,or that is designated as a CAFO in accordance with 40 CFR 122.23(c).Two
or more AFOs under common ownership are considered to be a single AFO for the purposes of determining the number of animals at an
operation,if they adjoin each other or if they use a common area or system for the disposal of wastes.
A. LARGE CONCENTRATED ANIMAL FEEDING OPERATION(LARGE CAFO)means an AFO that stables or confines as many as or
more than the numbers of animals specified in any of the following categories:
1. 700 mature dairy cows,whether milked or dry;
2. 1,000 veal calves;
3. 1,000 cattle other than mature dairy cows or veal calves.Cattle includes but is not limited to heifers,steers,bulls and cow/calf
pairs;
4. 2,500 swine each weighing 55 pounds or more;
5. 10,000 swine each weighing less than 55 pounds;
6. 500 horses;
7. 10,000 sheep or lambs;
2A-11

FORM 2A—GLOSSARY CONTINUED
8. 55,000 turkeys;
9. 30,000 laying hens or broilers,if the AFO uses a liquid manure handling system;
10. 125,000 chickens(other than laying hens),if the AFO uses other than a liquid manure handling system;
11. 82,000 laying hens,if the AFO uses other than a liquid manure handling system;
12. 30,000 ducks(if the AFO uses other than a liquid manure handling system);or
13. 5,000 ducks(if the AFO uses a liquid manure handling system).
B. MEDIUM CONCENTRATED ANIMAL FEEDING OPERATION(MEDIUM CAFO)means any AFO with the type and number of
animals that fall within any of the ranges listed below and which has been defined or designated as a CAFO.An AFO is defined as a
Medium CAFO if:
1. The type and number of animals that it stables and confines falls within any of the following ranges:
a. 200 to 699 mature dairy cows,whether milked or dry;
b. 300 to 999 veal calves;
c. 300 to 999 cattle other than mature dairy cows or veal calves.Cattle includes but is not limited to heifers,steers,bulls and
cow/calf pairs;
d. 750 to 2,499 swine each weighing 55 pounds or more;
e. 3,000 to 9,999 swine each weighing less than 55 pounds;
f. 150 to 499 horses;
g. 3,000 to 9,999 sheep or lambs;
h. 16,500 to 54,999 turkeys;
i. 9,000 to 29,999 laying hens or broilers,if the AFO uses a liquid manure handling system;
j. 37,500 to 124,999 chickens(other than laying hens),if the AFO uses other than a liquid manure handling system;
k. 25,000 to 81,999 laying hens,if the AFO uses other than a liquid manure handling system;
I. 10,000 to 29,999 ducks(if the AFO uses other than a liquid manure handling system);ore
m. 1,500 to 4,999 ducks(if the AFO uses a liquid manure handling system);and
2. Either one of the following conditions are met:
a. Pollutants are discharged into waters of the United States through a man-made ditch,flushing system,or other similar man-
made device;or
b. Pollutants are discharged directly into waters of the United States which originate outside of and pass over,across,or
through the facility or otherwise come into direct contact with animals confined in the operation.
CONCENTRATED AQUATIC ANIMAL PRODUCTION FACILITY(defined at§122.24)means a hatchery,fish farm,or other facility which
contains,grows,or holds aquatic animals in either of the following categories,or which the Director designates as such on a case-by-case
basis:
A. Cold water fish species or other cold water aquatic animals including,but not limited to,the Salmonidae family of fish(e.g.,trout and
salmon)in ponds,raceways,or other similar structures which discharge at least 30 days per year but does not include:
1. Facilities which produce less than 9,090 harvest weight kilograms(approximately 20,000 pounds)of aquatic animals per year;
and
2. Facilities which feed less than 2,272 kilograms(approximately 5,000 pounds)of food during the calendar month of maximum
feeding.
B. Warm water fish species or other warm water aquatic animals including,but not limited to,the Ameiuridae,Cetrarchiclae,and
Cyprinidae families of fish(e.g.,respectively,catfish,sunfish,and minnows)in ponds,raceways,or other similar structures which
discharge at least 30 days per year,but does not include;
1. Closed ponds which discharge only during periods of excess runoff;or
2. Facilities which produce less than 45,454 harvest weight kilograms(approximately 100,000 pounds)of aquatic animals per year.
CWA means the Clean Water Act(formerly referred to as the Federal Water Pollution Control Act or Federal Water Pollution Control Act
Amendments of 1972)Public Law 92-500,as amended by Public Law 95-217,Public Law 95-576,Public Law 96-483 and Public Law
97-117,33 U.S.C.1251 et seq.
CWA AND REGULATIONS means the Clean Water Act(CWA)and applicable regulations promulgated thereunder.In the case of an
approved State program,it includes State program requirements.
2A-12

FORM 2A—GLOSSARY CONTINUED
DAILY DISCHARGE means the"discharge of a pollutant"measured during a calendar day or any 24-hour period that reasonably
represents the calendar day for purposes of sampling.For pollutants with limitations expressed in units of mass,the"daily discharge"is
calculated as the total mass of the pollutant discharged over the day.For pollutants with limitations expressed in other units of
measurement,the"daily discharge"is calculated as the average measurement of the pollutant over the day.
DIRECT DISCHARGE means the"discharge of a pollutant."
DIRECTOR means the Regional Administrator or the State Director,as the context requires,or an authorized representative.When there
is no"approved State program,"and there is an EPA administered program,"Director"means the Regional Administrator.When there is
an approved State program,"Director"normally means the State Director.In some circumstances,however,EPA retains the authority to
take certain actions even when there is an approved State program.(For example,when EPA has issued an NPDES permit prior to the
approval of a State program,EPA may retain jurisdiction over that permit after program approval,see§123.1.)In such cases,the term
"Director"means the Regional Administrator and not the State Director.
DISCHARGE(OF A POLLUTANT)means:
• Any addition of any pollutant or combination of pollutants to waters of the United States from any point source;or
• Any addition of any pollutant or combination of pollutants to the waters of the contiguous zone or the ocean from any point source
other than a vessel or other floating craft which is being used as a means of transportation.
This definition includes discharges into waters of the United States from:surface runoff which is collected or channelled by man;
discharges through pipes,sewers,or other conveyances owned by a State,municipality,or other person which do not lead to a treatment
works;and discharges through pipes,sewers,or other conveyances,leading into privately owned treatment works.This term does not
include an addition of pollutants by any"indirect discharger".
DISCHARGE MONITORING REPORT means the EPA uniform national form,including any subsequent additions,revisions,or
modifications for the reporting of self-monitoring results by permittees.DMRs must be used by"approved States"as well as by EPA.EPA
will supply DMRs to any approved State upon request.The EPA national forms may be modified to substitute the state agency name,
address,logo,and other similar information,as appropriate,in place of EPA's.
DRAFT PERMIT means a document prepared under§124.6 indicating the Director's tentative decision to issue or deny,modify,revoke
and reissue,terminate,or reissue a"permit."A notice of intent to terminate a permit,and a notice of intent to deny a permit,as discussed
in§124.5,are types of"draft permits."A denial of a request for modification,revocation and reissuance,or termination,as discussed in
§124.5,is not a"draft permit."A"proposed permit"is not a"draft permit."
EFFLUENT LIMITATION means any restriction imposed by the Director on quantities,discharge rates,and concentrations of"pollutants"
which are"discharged"from"point sources"into"waters of the United States,"the waters of the"contiguous zone,"or the ocean.
EFFLUENT LIMITATIONS GUIDELINES means a regulation published by the Administrator under section 304(b)of the CWA to adopt or
revise"effluent limitations."
ENVIRONMENTAL PROTECTION AGENCY(EPA)means the United States Environmental Protection Agency.
FACILITY or ACTIVITY means any NPDES"point source"or any other facility or activity(including land or appurtenances thereto)that is
subject to regulation under the NPDES program.
GENERAL PERMIT means an NPDES"permit"issued under§122.28 authorizing a category of discharges under the CWA within a
geographical area.
HAZARDOUS SUBSTANCE means any substance designated under 40 CFR part 116 pursuant to section 311 of the CWA.
INDIAN COUNTRY(or INDAN LANDS)means:
• All land within the limits of any Indian reservation under the jurisdiction of the United States Government,notwithstanding the
issuance of any patent,and,including rights-of-way running through the reservation;
• All dependent Indian communities with the borders of the United States whether within the originally or subsequently acquired territory
thereof,and whether within or without the limits of a state;and
• All Indian allotments,the Indian titles to which have not been extinguished,including rights-of-way running through the same.
INDIAN TRIBE means any Indian Tribe,band,group,or community recognized by the Secretary of the Interior and exercising
governmental authority over a Federal Indian reservation.
INDIRECT DISCHARGE means a nondomestic discharger introducing"pollutants"to a"publicly owned treatment works."
2A-13

FORM 2A—GLOSSARY CONTINUED
LARGE MUNICIPAL SEPARATE STORM SEWER SYSTEM(defined at§122.26(b)(4))means all municipal separate storm sewers that
are either:
(i)Located in an incorporated place with a population of 250,000 or more as determined by the 1990 Decennial Census by the Bureau of
the Census(Appendix F of 40 CFR 122);or
(ii)Located in the counties listed in appendix H of 40 CFR 122,except municipal separate storm sewers that are located in the
incorporated places,townships or towns within such counties;or
(iii)Owned or operated by a municipality other than those described in paragraphs(i)or(ii)and that are designated by the Director as part
of the large or medium municipal separate storm sewer system due to the interrelationship between the discharges of the designated
storm sewer and the discharges from municipal separate storm sewers described under paragraphs(i)or(ii).In making this determination
the Director may consider the following factors:
(A)Physical interconnections between the municipal separate storm sewers;
(B)The location of discharges from the designated municipal separate storm sewer relative to discharges from municipal separate storm
sewers described in paragraph(i);
(C)The quantity and nature of pollutants discharged to waters of the United States;
(D)The nature of the receiving waters;and
(E)Other relevant factors;or
(iv)The Director may,upon petition,designate as a large municipal separate storm sewer system,municipal separate storm sewers
located within the boundaries of a region defined by a storm water management regional authority based on a jurisdictional,watershed,or
other appropriate basis that includes one or more of the systems described in paragraphs(i),(ii),(iii).
LOG SORTING AND LOG STORAGE FACILITIES(defined at§122.27)means facilities whose discharges result from the holding of
unprocessed wood,for example,logs or roundwood with bark or after removal of bark held in self-contained bodies of water(mill ponds or
log ponds)or stored on land where water is applied intentionally on the logs(wet decking).(See 40 CFR 429,subpart I,including the
effluent limitations guidelines.)
MAJOR FACILITY means any NPDES"facility or activity"classified as such by the Regional Administrator,or,in the case of"approved
State programs,"the Regional Administrator in conjunction with the State Director.
MAXIMUM DAILY DISCHARGE LIMITATION means the highest allowable"daily discharge."
MEDIUM MUNICIPAL SEPARATE STORM SEWER SYSTEM(defined at§122.26(b)(7))means all municipal separate storm sewers that
are either:
(i)Located in an incorporated place with a population of 100,000 or more but less than 250,000,as determined by the 1990 Decennial
Census by the Bureau of the Census(appendix G of 40 CFR 122);or
(ii)Located in the counties listed in appendix I of 40 CFR 122,except municipal separate storm sewers that are located in the incorporated
places,townships or towns within such counties;or
(iii)Owned or operated by a municipality other than those described in paragraph(i)or(ii)and that are designated by the Director as part
of the large or medium municipal separate storm sewer system due to the interrelationship between the discharges of the designated
storm sewer and the discharges from municipal separate storm sewers described under paragraph(i)or(ii).In making this determination
the Director may consider the following factors:
(A)Physical interconnections between the municipal separate storm sewers;
(B)The location of discharges from the designated municipal separate storm sewer relative to discharges from municipal separate storm
sewers described in paragraph(i);
(C)The quantity and nature of pollutants discharged to waters of the United States;
(D)The nature of the receiving waters;or
(E)Other relevant factors;or
(iv)The Director may,upon petition,designate as a medium municipal separate storm sewer system,municipal separate storm sewers
located within the boundaries of a region defined by a storm water management regional authority based on a jurisdictional,watershed,or
other appropriate basis that includes one or more of the systems described inparagraphs i ,(ii), iii of this section.
Y O O
2A-14

P
FORM 2A—GLOSSARY CONTINUED
MUNICIPALITY means a ci town,borough,county,parish,district,association,or otherpublic bodycreated byor under State law and
city, g ,
having jurisdiction over disposal of sewage,industrial wastes,or other wastes,or an Indian tribe or an authorized Indian tribal organization,
or a designated and approved management agency under section 208 of the CWA.
MUNICIPAL SEPARATE STORM SEWER(defined at§122.26(b)(8))means a conveyance or system of conveyances(including roads
with drainage systems,municipal streets,catch basins,curbs,gutters,ditches,man-made channels,or storm drains):
• Owned or operated by a State,city,town,borough,county,parish,district,association,or other public body(created by or pursuant to
State law)having jurisdiction over disposal of sewage,industrial wastes,stormwater,or other wastes,including special districts under
State law such as a sewer district,flood control district or drainage district,or similar entity,or an Indian tribe or an authorized Indian
tribal organization,or a designated and approved management agency under section 208 of the CWA that discharges to waters of the
United States.
• Designed or used for collecting or conveying stormwater.
• Which is not a combined sewer;and
• Which is not part of a POTW as defined at 40 CFR 122.2.
MUNICIPAL SLUDGE(see sewage sludge)
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)means the national program for issuing,modifying,revoking
and reissuing,terminating,monitoring and enforcing permits,and imposing and enforcing pretreatment requirements,under sections 307,
402,318,and 405 of the CWA.The term includes an"approved program."
NEW DISCHARGER means any building,structure,facility,or installation:
• From which there is or may be a"discharge of pollutants;"
• That did not commence the"discharge of pollutants"at a particular"site"prior to August 13, 1979;
• Which is not a"new source;"and
• Which has never received a finally effective NPDES permit for discharges at that"site."
This definition includes an"indirect discharger"which commences discharging into"waters of the United States"after August 13,1979.It
also means any existing mobile point source(other than an offshore or coastal oil and gas exploratory drilling rig or a coastal oil and gas
developmental drilling rig)such as a seafood processing rig,seafood processing vessel,or aggregate plant,that begins discharging at a
"site"for which it does not have a permit;and any offshore or coastal mobile oil and gas exploratory drilling rig or coastal mobile oil and gas
developmental drilling rig that commences the discharge of pollutants after August 13,1979,at a"site"under EPA's permitting jurisdiction
for which it is not covered by an individual or general permit and which is located in an area determined by the Regional Administrator in
the issuance of a final permit to be an area of biological concern.In determining whether an area is an area of biological concern,the
Regional Administrator shall consider the factors specified in 40 CFR 125.122(a)(1)through(10).
An offshore or coastal mobile exploratory drilling rig or coastal mobile developmental drilling rig will be considered a"new discharger"only
for the duration of its discharge in an area of biological concern.
NEW SOURCE means any building,structure,facility,or installation from which there is or may be a"discharge of pollutants,"the
construction of which commenced:
• After promulgation of standards of performance under section 306 of the CWA which are applicable to such source,or
• After proposal of standards of performance in accordance with section 306 of the CWA which are applicable to such source,but only
if the standards are promulgated in accordance with section 306 within 120 days of their proposal.
OWNER OR OPERATOR means the owner or operator of any"facility or activity"subject to regulation under the NPDES program.
PERMIT means an authorization,license,or equivalent control document issued by EPA or an"approved State"to implement the
requirements of this part and parts 123 and 124."Permit"includes an NPDES"general permit"(§122.28).Permit does not include any
permit which has not yet been the subject of final agency action,such as a"draft permit"or a"proposed permit."
PESTICIDE DISCHARGES TO WATERS OF THE UNITED STATES FROM PESTICIDE APPLICATION means the application of
biological pesticides,and the application of chemical pesticides that leave a residue,from point sources to waters of the United States.In
the context of this definition of pesticide discharges to waters of the United States from pesticide application,this does not include
agricultural storm water discharges and return flows from irrigated agriculture,which are excluded by law(33 U.S.C.1342(I);33 U.S.C.
1362(14)).
PESTICIDE RESIDUE for the purpose of determining whether a NPDES permit is needed for discharges to waters of the United States
from pesticide application,means that portion of a pesticide application that is discharged from a point source to waters of the United
States and no longer provides pesticidal benefits.It also includes any degradates of the pesticide.
2A-15

FORM 2A—GLOSSARY CONTINUED
POINT SOURCE means any discernible,confined,and discrete conveyance,including but not limited to,any pipe,ditch,channel,tunnel,
conduit,well,discrete fissure,container,rolling stock,concentrated animal feeding operation,landfill leachate collection system,vessel or
other floating craft from which pollutants are or may be discharged.This term does not include return flows from irrigated agriculture or
agricultural stormwater runoff.(See§122.3).
POLLUTANT means dredged spoil,solid waste,incinerator residue,filter backwash,sewage,garbage,sewage sludge,munitions,
chemical wastes,biological materials,radioactive materials(except those regulated under the Atomic Energy Act of 1954,as amended(42
U.S.C.2011 et seq.)),heat,wrecked or discarded equipment,rock,sand,cellar dirt and industrial,municipal,and agricultural waste
discharged into water.It does not mean:
• Sewage from vessels;or
• Water,gas,or other material which is injected into a well to facilitate production of oil or gas,or water derived in association with oil
and gas production and disposed of in a well,if the well used either to facilitate production or for disposal purposes is approved by
authority of the State in which the well is located,and if the State determines that the injection or disposal will not result in the
degradation of ground or surface water resources.Note:Radioactive materials covered by the Atomic Energy Act are those
encompassed in its definition of source,byproduct,or special nuclear materials.Examples of materials not covered include radium
and accelerator-produced isotopes.See Train v.Colorado Public Interest Research Group,Inc.,426 U.S.1 (1976).
PRIMARY INDUSTRY CATEGORY means any industry category listed in the NRDC settlement agreement(Natural Resources Defense
Council et al.v.Train,8 E.R.C.2120(D.D.C.1976),modified 12 E.R.C.1833(D.D.C.1979));also listed in appendix A of part 122.
PRIVATELY OWNED TREATMENT WORKS means any device or system which is(1)used to treat wastes from any facility whose
operator is not the operator of the treatment works and(2)not a"POTW."
PROCESS WASTEWATER means any water which,during manufacturing or processing,comes into direct contact with or results from the
production or use of any raw material,intermediate product,finished product,byproduct,or waste product.
PROPOSED PERMIT means a state NPDES"permit"prepared after the close of the public comment period(and,when applicable,any
public hearing and administrative appeals)which is sent to EPA for review before final issuance by the State.A"proposed permit"is not a
"draft permit."
PUBLICLY OWNED TREATMENT WORKS or POTW(defined at§403.3)means a treatment works as defined by CWA Section 212,
which is owned by a state or municipality(as defined by CWA Section 502(4)).This definition includes any devices or systems used in the
storage,treatment,recycling,and reclamation)of municipal sewage or industrial wastes of a liquid nature.This definition also includes
sewers,pipes,and other conveyances only if they convey wastewater to a POTW.The term also means the municipality as defined in
CWA Section 502(4),which has jurisdiction over the indirect discharges to and the discharges from such a treatment works.
REGIONAL ADMINISTRATOR means the Regional Administrator of the appropriate Regional Office of the Environmental Protection
Agency or the authorized representative of the Regional Administrator.
ROCK CRUSHING AND GRAVEL WASHING FACILITIES(defined at§122.27)means facilities which process crushed and broken
stone,gravel,and riprap(See 40 CFR 436,subpart B,including the effluent limitations guidelines).
SCHEDULE OF COMPLIANCE means a schedule of remedial measures included in a"permit",including an enforceable sequence of
interim requirements(for example,actions,operations,or milestone events)leading to compliance with the CWA and regulations.
SECONDARY INDUSTRY CATEGORY means any industry category which is not a primary industry category.
SEWAGE FROM VESSELS means human body wastes and the wastes from toilets and other receptacles intended to receive or retain
body wastes that are discharged from vessels and regulated under section 312 of the CWA,except that with respect to commercial
vessels on the Great Lakes this term includes graywater.For the purposes of this definition,"graywater"means galley,bath,and shower
water.
SEWAGE SLUDGE means any solid,semi-solid,or liquid residue removed during the treatment of municipal waste water or domestic
sewage.Sewage sludge includes,but is not limited to,solids removed during primary,secondary,or advanced waste water treatment,
scum,septage,portable toilet pumpings,type Ill marine sanitation device pumpings(33 CFR 159),and sewage sludge products.Sewage
sludge does not include grit or screenings,or ash generated during the incineration of sewage sludge.
SILVICULTURAL POINT SOURCE(defined at§122.27)means any discernible,confined,and discrete conveyance related to rock
crushing,gravel washing,log sorting,or log storage facilities which are operated in connection with silvicultural activities and from which
pollutants are discharged into waters of the United States.This term does not include non-point source silvicultural activities such as
nursery operations,site preparation,reforestation and subsequent cultural treatment,thinning,prescribed burning,pest and fire control,
harvesting operations,surface drainage,or road construction and maintenance from which there is natural runoff.However,some of these
activities(such as stream crossing for roads)may involve point source discharges of dredged or fill material which may require a CWA
Section 404 permit(see 33 CFR 209.120 and part 233).
2A-16

FORM 2A—GLOSSARY CONTINUED
SITE means the land or water area where any"facility or activity"is physically located or conducted,including adjacent land used in
connection with the facility or activity.
SLUDGE-ONLY FACILITY means any"treatment works treating domestic sewage"whose methods of sewage sludge use or disposal are
subject to regulations promulgated pursuant to section 405(d)of the CWA and is required to obtain a permit under§122.1(b)(2).
STANDARDS FOR SEWAGE SLUDGE USE OR DISPOSAL means the regulations promulgated pursuant to section 405(d)of the CWA
which govern minimum requirements for sludge quality,management practices,and monitoring and reporting applicable to sewage sludge
or the use or disposal of sewage sludge by any person.
STATE means any of the 50 States,the District of Columbia,Guam,the Commonwealth of Puerto Rico,the Virgin Islands,American
Samoa,the Commonwealth of the Northern Mariana Islands,the Trust Territory of the Pacific Islands,or an Indian Tribe as defined in
these regulations which meets the requirements of§123.31 of this chapter.
STATE DIRECTOR means the chief administrative officer of any State or interstate agency operating an"approved program,"or the
delegated representative of the State Director.If responsibility is divided among two or more State or interstate agencies,"State Director"
means the chief administrative officer of the State or interstate agency authorized to perform the particular procedure or function to which
reference is made.
STORMWATER(or STORM WATER)(defined at§122.26(b)(13))means stormwater runoff,snow melt runoff,and surface runoff and
drainage.
STORMWATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY(defined at§122.26(b)(14))means the discharge from any
conveyance that is used for collecting and conveying stormwater and that is directly related to manufacturing,processing or raw materials
storage areas at an industrial plant.The term does not include discharges from facilities or activities excluded from the NPDES program
under this part 122.For the categories of industries identified in this section,the term includes,but is not limited to,stormwater discharges
from industrial plant yards;immediate access roads and rail lines used or traveled by carriers of raw materials,manufactured products,
waste material,or by-products used or created by the facility;material handling sites;refuse sites;sites used for the application or disposal
of process waste waters(as defined at 40 CFR 401);sites used for the storage and maintenance of material handling equipment;sites
used for residual treatment,storage,or disposal;shipping and receiving areas;manufacturing buildings;storage areas(including tank
farms)for raw materials,and intermediate and final products;and areas where industrial activity has taken place in the past and significant
materials remain and are exposed to stormwater.For the purposes of this paragraph,material handling activities include storage,loading
and unloading,transportation,or conveyance of any raw material,intermediate product,final product,by-product or waste product.The
term excludes areas located on plant lands separate from the plant's industrial activities,such as office buildings and accompanying
parking lots as long as the drainage from the excluded areas is not mixed with stormwater drained from the above described areas.
Industrial facilities(including industrial facilities that are federally,State,or municipally owned or operated that meet the description of the
facilities listed in paragraphs 1 through 14 below)include those facilities designated under the provisions of 40 CFR 122.26(a)(1)(v).The
following categories of facilities are considered to be engaging in"industrial activity"for purposes of 40 CFR 122.26(b)(14):
1. Facilities subject to stormwater effluent limitations guidelines,new source performance standards,or toxic pollutant effluent standards
under 40 CFR Subchapter N(except facilities with toxic pollutant effluent standards which are exempted under paragraph 11 below);
2. Facilities classified as Standard Industrial Classification 24,Industry Group 241 that are rock crushing,gravel washing,log sorting,or
log storage facilities operated in connection with silvicultural activities defined in 40 CFR 122.27(b)(2)—(3)and Industry Groups 242
through 249;26(except 265 and 267),28(except 283),29,311,32(except 323),33,3441,373;(not included are all other types of
silvicultural facilities);
3. Facilities classified as Standard Industrial Classifications 10 through 14(mineral industry)including active or inactive mining
operations(except for areas of coal mining operations no longer meeting the definition of a reclamation area under 40 CFR 434.11(1)
because the performance bond issued to the facility by the appropriate SMCRA authority has been released,or except for areas of
non—coal mining operations which have been released from applicable State or Federal reclamation requirements after
December 17,1990)and oil and gas exploration,production,processing,or treatment operations,or transmission facilities that
discharge stormwater contaminated by contact with or that has come into contact with,any overburden,raw material,intermediate
products,finished products,byproducts or waste products located on the site of such operations;(inactive mining operations are
mining sites that are not being actively mined,but which have an identifiable owner/operator;inactive mining sites do not include sites
where mining claims are being maintained prior to disturbances associated with the extraction,beneficiation,or processing of mined
materials,nor sites where minimal activities are undertaken for the sole purpose of maintaining a mining claim);
4. Hazardous waste treatment,storage,or disposal facilities,including those that are operating under interim status or a permit under
subtitle C of RCRA;
5. Landfills,land application sites,and open dumps that receive or have received any industrial wastes(waste that is received from any
of the facilities described under this subsection)including those that are subject to regulation under subtitle D of RCRA;
6. Facilities involved in the recycling of materials,including metal scrapyards,battery reclaimers,salvage yards,and automobile
junkyards,including but limited to those classified as Standard Industrial Classification 5015 and 5093;
2A-17

FORM 2A-GLOSSARY CONTINUED
7. Steam electric power generating facilities,including coal handling sites;
8. Transportation facilities classified as Standard Industrial Classifications 40,41,42(except 4221-25),43,44,45,and 5171 which have
vehicle maintenance shops,equipment cleaning operations,or airport deicing operations.Only those portions of the facility that are
either involved in vehicle maintenance(including vehicle rehabilitation,mechanical repairs,painting,fueling,and lubrication),
equipment cleaning operations,airport deicing operations,or which are otherwise identified under paragraphs 1-7 or 9-11 are
associated with industrial activity;
9. Treatment works treating domestic sewage or any other sewage sludge or wastewater treatment device or system,used in the
storage treatment,recycling,and reclamation of municipal or domestic sewage,including land dedicated to the disposal of sewage
sludge that are located within the confines of the facility,with a design flow of 1.0 mgd or more,or required to have an approved
pretreatment program under 40 CFR 403.Not included are farm lands,domestic gardens or lands used for sludge management
where sludge is beneficially reused and which are not physically located in the confines of the facility,or areas that are in compliance
with section 405 of the CWA;
10. Construction activity including clearing,grading and excavation,except operations that result in the disturbance of less than five acres
of total land area.Construction activity also includes the disturbance of less than five acres of total land area that is a part of a larger
common plan of development or sale if the larger common plan will ultimately disturb five acres or more;
11. Facilities under Standard Industrial Classifications 20,21,22,23,2434,25,265,267,27,283,285,30,31 (except 311),323,34
(except 3441),35,36,37(except 373),38,39,and 4221-25.
TOXIC POLLUTANT means any pollutant listed as toxic under section 307(a)(1)or,in the case of"sludge use or disposal practices,"any
pollutant identified in regulations implementing section 405(d)of the CWA.
TREATMENT WORKS TREATING DOMESTIC SEWAGE(TWTDS)means a POTW or any other sewage sludge or waste water
treatment devices or systems,regardless of ownership(including federal facilities),used in the storage,treatment,recycling,and
reclamation of municipal or domestic sewage,including land dedicated for the disposal of sewage sludge.This definition does not include
septic tanks or similar devices.For purposes of this definition,"domestic sewage"includes waste and waste water from humans or
household operations that are discharged to or otherwise enter a treatment works.In States where there is no approved State sludge
management program under section 405(f)of the CWA,the Regional Administrator may designate any person subject to the standards for
sewage sludge use and disposal in 40 CFR 503 as a"treatment works treating domestic sewage,"where he or she finds that there is a
potential for adverse effects on public health and the environment from poor sludge quality or poor sludge handling,use or disposal
practices,or where he or she finds that such designation is necessary to ensure that such person is in compliance with 40 CFR 503.
UPSET(defined at§122.41(n))means an exceptional incident in which there is unintentional and temporary noncompliance with
technology based permit effluent limitations because of factors beyond the reasonable control of the permittee.An upset does not include
noncompliance to the extent caused by operational error,improperly designed treatment facilities,inadequate treatment facilities,lack of
preventive maintenance,or careless or improper operation.
VARIANCE means any mechanism or provision under section 301 or 316 of the CWA or under 40 CFR 125,or in the applicable"effluent
limitations guidelines"which allows modification to or waiver of the generally applicable effluent limitation requirements or time deadlines of
the CWA.This includes provisions which allow the establishment of alternative limitations based on fundamentally different factors or on
sections 301(c),301(g),301(h),301(i),or 316(a)of the CWA.
WATERS OF THE UNITED STATES as defined at§122.2.
WHOLE EFFLUENT TOXICITY(WET)means the aggregate toxic effect of an effluent measured directly by a toxicity test.
2A-18

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
Form U.S.Environmental Protection Agency
2A ,EPA Application for NPDES Permit to Discharge Wastewater
NPDES NEW AND EXISTING PUBLICLY OWNED TREATMENT WORKS
SECTION 1.BASIC APPLICATION INFORMATION FOR ALL APPLICANTS(40 CFR 122.21(j)(1)and(9))
1.1 Facility name
Randleman Wastewater Treatment Plant
Mailing address(street or P.O.box)
204 South Main Street
City or town State ZIP code
o Randleman NC 27317
Contact name(first and last) Title Phone number Email address
Michael Glass ORC [phone] wwtp@cityofrandleman
Y Location address(street,route number,or other specific identifier) ❑Same as mailing address
(Ts 3475 Applewood Rd
LL
City or town State ZIP code
Randleman NC 27317
1.2 Is this application for a facility that has yet to commence discharge?
❑ Yes 4 See instructions on data submission ✓❑ No
requirements for new dischargers.
1.3 Is applicant different from entity listed under Item 1.1 above?
❑ Yes ❑✓ No 4 SKIP to Item 1.4.
Applicant name
Applicant address(street or P.O.box)
0
is
City or town State ZIP code
Q
Contact name(first and last) Title Phone number Email address
n
1.4 Is the applicant the facility's owner,operator,or both?(Check only one response.)
❑ Owner ❑ Operator ❑✓ Both
1.5 To which entity should the NPDES permitting authority send correspondence?(Check only one response.)
❑ Facility ❑ Applicant ❑✓ Facility and applicant
(they are one and the same)
1.6 Indicate below any existing environmental permits.(Check all that apply and print or type the corresponding permit
number for each.)
Existing Environmental Permits
✓❑ NPDES(discharges to surface ❑ RCRA(hazardous waste) ❑ UIC(underground injection
water) control)
E NC0025445
o ❑ PSD(air emissions) ❑ Nonattainment program(CM) ❑ NESHAPs(CM)
rn
❑ Ocean dumping(MPRSA) ❑ Dredge or fill(CWA Section ❑✓ Other(specify)
404)
WQ0004825(Land App)
EPA Form 3510-2A(Revised 3-19) Page 1

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
1.7 Provide the collection system information requested below for the treatment works.
Municipality Population Collection System Type
Served Served (indicate percentage) Ownership Status
100 %separate sanitary sewer CI Own CI Maintain
d City of 4175 0 %combined storm and sanitary sewer 0 Own O Maintain
Randleman ❑ Unknown 0 Own ❑ Maintain
Cl) %separate sanitary sewer ❑ Own 0 Maintain
o
.773 %combined storm and sanitary sewer ❑ Own ❑ Maintain
❑ Unknown ❑ Own ❑ Maintain
o %separate sanitary sewer ❑ Own ❑ Maintain
a.
_ %combined storm and sanitary sewer ❑ Own CI Maintain
E ElUnknown CIOwn CIMaintain
%separate sanitary sewer ❑ Own ❑ Maintain
N %combined storm and sanitary sewer CI 0 Maintain
c ❑ Unknown 0 Own ❑ Maintain
c Total
d Population 4175
c� Served
Separate Sanitary Sewer System Combined Storm and
Sanitary Sewer
Total percentage of each type of °
sewer line(in miles) 100 ° 0 °�°
1.8 Is the treatment works located in Indian Country?
o El Yes 0No
0
CU
1.9 Does the facility discharge to a receiving water that flows through Indian Country?
c 0 Yes ❑✓ No
1.10 Provide design and actual flow rates in the designated spaces. Design Flow Rate
1.745 mgd
Ts
VIAnnual Average Flow Rates(Actual) __
a 0 Two Years Ago Last Year This Year
C
c o .802 mgd .716 mgd .716 mgd
7 LT MaximumDaily Flow Rates(Actual)
0 Two Years Ago Last Year This Year
1.997 mgd 1.862 mgd 2.002 mgd
y 1.11 Provide the total number of effluent discharge points to waters of the United States by type.
'o Total Number of Effluent Discharge Points by Type
a fl. Combined Sewer i Constructed
TTreated Effluent Untreated Effluent Overflows Bypasses Emergency
- Overflows
y
--
LI 0 0 0 0 0
EPA Form 3510-2A(Revised 3-19) Page 2
1
l

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
Outfalls Other Than to Waters of the United States
1.12 Does the POTW discharge wastewater to basins,ponds,or other surface impoundments that do not have outlets for
discharge to waters of the United States?
❑ Yes ❑✓ No 4 SKIP to Item 1.14.
1.13 Provide the location of each surface impoundment and associated discharge information in the table below.
Surface Impoundment Location and Discharge Data
Average Daily Volume Continuous or Intermittent
Location Discharged to Surface
Impoundment (check one)
❑ Continuous
gpd ❑ Intermittent
O Continuous
gpd ❑ Intermittent
O Continuous
gpd ❑ Intermittent
r 1.14 Is wastewater applied to land?
2 ❑ Yes ❑✓ No 4 SKIP to Item 1.16.
c 1.15 Provide the land application site and discharge data requested below.
,'n Land Application Site and Discharge Data
o Continuous or
Location Size Average Daily Volume Intermittent
a, Applied (check one)
co
acres d El Continuous
c gp ❑ Intermittent
acres d ❑ Continuous
0
gp ❑ Intermittent
acres d ❑ Continuous
gp ❑ Intermittent
1.16 Is effluent transported to another facility for treatment prior to discharge?
o' ❑ Yes m No 4 SKIP to Item 1.21.
1.17 Describe the means by which the effluent is transported(e.g.,tank truck,pipe).
1.18 Is the effluent transported by a party other than the applicant?
❑ Yes ❑ No 4 SKIP to Item 1.20.
1.19 Provide information on the transporter below.
Transporter Data
Entity name Mailing address(street or P.O.box)
City or town State ZIP code
Contact name(first and last) Title
Phone number Email address
EPA Form 3510-2A(Revised 3-19) Page 3

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
1.20 In the table below,indicate the name,address,contact information,NPDES number,and average daily flow rate of the
receiving facility.
Receiving Facility Data
-0 Facility name Mailing address(street or P.O.box)
City or town State ZIP code
0
Contact name(first and last) Title
0
Phone number Email address
NPDES number of receiving facility(if any) ❑None Average daily flow rate mgd
0.
0 1.21 Is the wastewater disposed of in a manner other than those already mentioned in Items 1.14 through 1.21 that do not
have outlets to waters of the United States(e.g.,underground percolation,underground injection)?
r ❑ Yes No 4 SKIP to Item 1.23.
(5. 1.22 Provide information in the table below on these other disposal methods.
Information on Other Disposal Methods
Disposal Location of Size of Annual Average Continuous or Intermittent
Method Disposal Site Disposal Site Daily Discharge (check one)
Description Volume
acres gpd ❑ Continuous
❑ Intermittent
0 Continuous
acres gpd ❑ Intermittent
acresgpd ❑ Continuous
❑ Intermittent
1.23 Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(n)?(Check all that apply.
3 a Consult with your NPDES permitting authority to determine what information needs to be submitted and when.)
a tl°
in Discharges into marine waters(CWA Water quality related effluent limitation(CWA Section
co 00c ❑ Section 301(h)) ❑ 302(b)(2))
❑✓ Not applicable
1.24 Are any operational or maintenance aspects(related to wastewater treatment and effluent quality)of the treatment works
the responsibility of a contractor?
❑ Yes ❑✓ No+SKIP to Section 2.
1.25 Provide location and contact information for each contractor in addition to a description of the contractor's operational
and maintenance responsibilities.
Contractor Information
Contractor 1 Contractor 2 Contractor 3
0
Contractor name
.1 (company name)
Mailing address
(street or P.O.box)
0 City,state,and ZIP
code
0 Contact name(first and
c� last)
Phone number
Email address
Operational and
maintenance
responsibilities of
contractor
EPA Form 3510-2A(Revised 3-19) Page 4

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
SECTION 2.ADDITIONAL INFORMATION(40 CFR 122.21(j)(1)and(2))
c Outfalls to Waters of the United States
rn
2.1 Does the treatment works have a design flow greater than or equal to 0.1 mgd?
o ❑✓ Yes ❑ No 4 SKIP to Section 3.
0 2.2 Provide the treatment works'current average daily volume of inflow Average Daily Volume of Inflow and Infiltration
and infiltration. .012 gpd
Indicate the steps the facility is taking to minimize inflow and infiltration.
Smoke&camera lines and repair broken and damaged lines.
c
c
2.3 Have you attached a topographic map to this application that contains all the required information?(See instructions for
M o. specific requirements.)
0
$ ✓❑ Yes ❑ No
E 2.4 Have you attached a process flow diagram or schematic to this application that contains all the required information?
c 12 (See instructions for specific requirements.)
`L o ElYes ❑ No
2.5 Are improvements to the facility scheduled?
✓❑ Yes ❑ No 4 SKIP to Section 3.
= Briefly list and describe the scheduled improvements.
0
1.Filter replacement
c
a>
E:
2.Lab building upgrade.
0 0
3. Blower building repair.
CD
m
4.
R 2.6 Provide scheduled or actual dates of completion for improvements.
Scheduled or Actual Dates of Completion for Improvements
Affected Attainment of
Scheduled Begin End Begin
Outfalls Operational
o Improvement Construction Construction Discharge
(from above) (list outfall Level
(MM/DD/YYYY) (MMIDD/YYYY) (MM/DD/YYYY)
number (MM/DD/YYYY)
1. 001 08/01/2022
2. NA 08/01/2022
!n
3. 001 08/01/0222
4.
2.7 Have appropriate permits/clearances conceming other federal/state requirements been obtained?Briefly explain your
response.
✓❑ Yes ❑ No ❑ None required or applicable
Explanation:
In process of obtaining proper clearance for construction,working with state now.
EPA Form 3510-2A(Revised 3-19) Page 5

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
SECTION 3.INFORMATION ON EFFLUENT DISCHARGES(40 CFR 122.21(j)(3)to(5))
3.1 Provide the following information for each outfall.(Attach additional sheets if you have more than three outfalls.)
Outfall Number o01 Outfall Number Outfall Number
State North Carolina
y
6 County Randolph
U
m
0 City or town Randleman
15
0
. Distance from shore o ft. ft. ft.
S.
d Depth below surface 1 ft. ft. ft.
0
Average daily flow rate .750 mgd mgd mgd
Latitude 35° 48' 24" '
II
Longitude 79° 47' 00" °
co
3.2 Do any of the outfalls described under Item 3.1 have seasonal or periodic discharges?
c ❑ Yes ❑ No 4 SKIP to Item 3.4.
d
pa 3.3 If so,provide the following information for each applicable outfall.
o
H Outfall Number Outfall Number Outfall Number
'o
a Number of times per year
o discharge occurs
a Average duration of each
`o discharge(specify units)
c Average flow of each mgd an mgd d
R discharge g
in Months in which discharge
occurs
3.4 Are any of the outfalls listed under Item 3.1 equipped with a diffuser?
❑ Yes ❑ No 4 SKIP to Item 3.6.
3.5 Briefly describe the diffuser pe at each applicable outfall.
oil
CI.
1— Outfall Number Outfall Number Outfall Number
m
a
tR
0
c Does the treatment works discharge or plan to discharge wastewater to waters of the United States from one or more
d j 3.6 discharge points?
3 s ❑� Yes ❑ No 4SKIP to Section 6.
EPA Form 3510-2A(Revised 3-19) Page 6

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 1
NC0025445 Randleman WWTP OMB No.2040-0004
3.7 Provide the receiving water and related information(if known)for each outfall.
Outfall Number ow Outfall Number Outfall Number
Receiving water name Deep River
Name of watershed,river,
c or stream system Upper Cape Fear
z U.S.Soil Conservation
y Service 14-digit watershed unknown
o code
ti A Name of state Cape Fear
i4 management/river basin
rn
U.S.Geological Survey
5 8-digit hydrologic 0303000301
ce cataloging unit code
Critical low flow(acute) 4.17 cfs cfs cfs
Critical low flow(chronic) 5.00 cfs cfs cfs
Total hardness at critical mg/L of mg/L of mg/L of
low flow unknown CaCO3 CaCO3 CaCO3
3.8 Provide the following information describing the treatment provided for discharges from each outfall.
Outfall Number ow Outfall Number Outfall Number
Highest Level of ❑ Primary 0 Primary 0 Primary
Treatment(check all that ❑ Equivalent to 0 Equivalent to 0 Equivalent to
apply per outfall) secondary secondary secondary
El Secondary 0 Secondary 0 Secondary
0 Advanced 0 Advanced 0 Advanced
0 Other(specify) 0 Other(specify) 0 Other(specify)
c tertiary filters,disinfei
0
'Q Design Removal Rates by 001
-U Outfall
N
N
rm BOD5 or CBOD5 88 % % %
S'
d
E
a E. TSS 85 % % %
0 Not applicable ❑Not applicable ❑Not applicable
Phosphorus
0 Not applicable 0 Not applicable 0 Not applicable
Nitrogen % %
ok
Other(specify) 0 Not applicable 0 Not applicable 0 Not applicable
% % o
/o
EPA Form 3510-2A(Revised 3-19) Page 7

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
3.9 Describe the type of disinfection used for the effluent from each outfall in the table below.If disinfection varies by
season,describe below.
_C
0
U
= Outfall Number 001 Outfall Number Outfall Number
0
.0• Disinfection type
E, Chlorine
•
= Seasons used All
Dechlorination used? ❑ Not applicable ❑ Not applicable ❑ Not applicable
❑✓ Yes ❑ Yes ❑ Yes
❑ No ❑ No ❑ No
3.10 Have you completed monitoring for all Table A parameters and attached the results to the application package?
✓❑ Yes ❑ No
3.11 Have you conducted any WET tests during the 4.5 years prior to the date of the application on any of the facility's
discharges or on any receiving water near the discharge points?
❑� Yes ❑ No 4 SKIP to Item 3.13.
3.12 Indicate the number of acute and chronic WET tests conducted since the last permit reissuance of the facility's
discharges by outfall number or of the receiving water near the discharge points.
Outfall Number not Outfall Number Outfall Number
Acute Chronic Acute Chronic Acute Chronic
Number of tests of discharge 13+4 2nd sp.
water
Number of tests of receiving
water
3.13 Does the treatment works have a design flow greater than or equal to 0.1 mgd?
❑✓ Yes ❑ No 4 SKIP to Item 3.16.
3.14 Does the POTW use chlorine for disinfection,use chlorine elsewhere in the treatment process,or otherwise have
reasonable potential to discharge chlorine in its effluent?
❑✓ Yes 4 Complete Table B,including chlorine. ❑ No 4 Complete Table B,omitting chlorine.
3.15 Have you completed monitoring for all applicable Table B pollutants and attached the results to this application
package?
❑✓ Yes ❑ No
3.16 Does one or more of the following conditions apply?
• The facility has a design flow greater than or equal to 1 mgd.
• The POTW has an approved pretreatment program or is required to develop such a program.
• The NPDES permitting authority has informed the POTW that it must sample for the parameters in Table C,must
sample other additional parameters(Table D),or submit the results of WET tests for acute or chronic toxicity for
each of its discharge outfalls(Table E).
❑ Yes 4 Complete Tables C,D,and E as ❑ No 4 SKIP to Section 4.
applicable.
3.17 Have you completed monitoring for all applicable Table C pollutants and attached the results to this application
package?
✓❑ Yes ❑ No
3.18 Have you completed monitoring for all applicable Table D pollutants required by your NPDES permitting authority and
attached the results to this application package?
❑✓ Yes ❑ No additional sampling required by NPDES
permitting authority.
EPA Form 3510-2A(Revised 3-19) Page 8

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
3.19 Has the POTW conducted either(1)minimum of four quarterly WET tests for one year preceding this permit application
or(2)at least four annual WET tests in the past 4.5 years?
✓❑ Yes ❑ No 4 Complete tests and Table E and SKIP to
Item 3.26.
3.20 Have you previously submitted the results of the above tests to your NPDES permitting authority?
No 4 Provide results in Table E and SKIP to
❑✓ Yes ❑ Item 3.26.
3.21 Indicate the dates the data were submitted to your NPDES permitting authority and provide a summary of the results.
Date(s)Submitted Summary of Results
(MM/DD/YYYY)
All tests of chronic toxicity Carolina ceriodaphnia resulted in PASS with
35%effluent concentration.See attached Appendix A.
Fathead minnow,second species tox:April,July and October 2020 all
>70ChV;January 2021>100ChV.See attached Appendix B.
w 3.22 Regardless of how you provided your WET testing data to the NPDES permitting authority,did any of the tests result in
toxicity?
❑ Yes ElNo 4 SKIP to Item 3.26.
3.23 Describe the cause(s)of the toxicity:
4)
4)
w
3.24 Has the treatment works conducted a toxicity reduction evaluation?
❑ Yes ❑ No 4 SKIP to Item 3.26.
3.25 Provide details of any toxicity reduction evaluations conducted.
3.26 Have you completed Table E for all applicable outfalls and attached the results to the application package?
❑✓ Yes ❑ Not applicable because previously submitted
information to the NPDES •ermittin. authori .
SECTION 4.INDUSTRIAL DISCHARGES AND HAZARDOUS WASTES(40 CFR 122.21(j)(6)and(7))
4.1 Does the POTW receive discharges from SIUs or NSCIUs?
✓❑ Yes ❑ No 4 SKIP to Item 4.7.
4.2 Indicate the number of SIUs and NSCIUs that discharge to the POTW.
Number of SIUs Number of NSCIUs
1 0
4.3 Does the POTW have an approved pretreatment program?
16 ❑✓ Yes ❑ No
R 4.4 Have you submitted either of the following to the NPDES permitting authority that contains information substantially
identical to that required in Table F:(1)a pretreatment program annual report submitted within one year of the
application or(2)a pretreatment program?
H ❑✓ Yes ❑ No 4 SKIP to Item 4.6.
Tz 4.5 Identify the title and date of the annual report or pretreatment program referenced in Item 4.4.SKIP to Item 4.7.
Pretreatment Annual Report,City of Randleman for 2018,2019,2020 03/01/2021
4.6 Have you completed and attached Table F to this application package?
El Yes ❑ No
EPA Form 3510-2A(Revised 3-19) Page 9

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WTP OMB No.2040-0004
W
4.7 Does the POTW receive,or has it been notified that it will receive,by truck,rail,or dedicated pipe,any wastes that are
regulated as RCRA hazardous wastes pursuant to 40 CFR 261?
❑ Yes ❑ No 4 SKIP to Item 4.9.
4.8 If yes,provide the following information:
Annual
Hazardous Waste Waste Transport Method Amount of
Number (check all that apply) Waste Units
Received
❑ Truck ❑ Rail
❑ Dedicated pipe ❑ Other(specify)
0
❑ Truck ❑ Rail
❑ Dedicated pipe ❑ Other(specify)
t/f
O
T.'.
❑ Truck ❑ Rail
_ ❑ Dedicated pipe ❑ Other(specify)
07
0 4.9 Does the POTW receive,or has it been notified that it will receive,wastewaters that originate from remedial activities,
including those undertaken pursuant to CERCLA and Sections 3004(7)or 3008(h)of RCRA?
❑ Yes 11 No 4 SKIP to Section 5.
17) 4.10 Does the POTW receive(or expect to receive)less than 15 kilograms per month of non-acute hazardous wastes as
= specified in 40 CFR 261.30(d)and 261.33(e)?
❑ Yes 4 SKIP to Section 5. El No
4.11 Have you reported the following information in an attachment to this application:identification and description of the
site(s)or facility(ies)at which the wastewater originates;the identities of the wastewater's hazardous constituents;and
the extent of treatment,if any,the wastewater receives or will receive before entering the POTW?
❑ Yes ❑✓ No
SECTION 5.COMBINED SEWER OVERFLOWS(40 CFR 122.210)(8))
5.1 Does the treatment works have a combined sewer system?
rn ❑ Yes ❑� No 4SKIP to Section 6.
-o 5.2 Have you attached a CSO system map to this application?(See instructions for map requirements.)
❑ Yes ❑ No
5.3 Have you attached a CSO system diagram to this application?(See instructions for diagram requirements.)
c�i ❑ Yes ❑ No
EPA Form 3510-2A(Revised 3-19) Page 10

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
5.4 For each CSO outfall,provide the following information.(Attach additional sheets as necessary.)
CSO Outfall Number CSO Outfall Number CSO Outfall Number
City or town
0
�- State and ZIP code
U
h
c County
co
c Latitude "
0
w Longitude '" ° "" ° "
o
Distance from shore ft. ft. ft.
Depth below surface ft. ft. ft.
5.5 Did the POTW monitor any of the following items in the past year for its CSO outfalls?
CSO Outfall Number CSO Outfall Number CSO Outfall Number
Rainfall 0 Yes ❑No ❑ Yes ❑No ❑Yes ❑ No
rn
c
o CSO flow volume 0 Yes 0 No 0 Yes 0 No 0 Yes ❑ No
CSO pollutant ❑ Yes 0 No 0 Yes ❑No ❑ Yes ❑No
o concentrations
N
c› Receiving water quality ❑Yes ❑No ❑Yes ❑No ❑Yes ❑ No
CSO frequency 0 Yes ❑No 0 Yes 0 No 0 Yes 0 No
Number of storm events ❑ Yes ❑No ❑Yes ❑No 0 Yes ❑No
5.6 Provide the following information for each of your CSO outfalls.
CSO Outfall Number CSO Outfall Number CSO Outfall Number
to
Number of CSO events in events events events
n the past year
a
Average duration per hours hours hours
c event ❑Actual or❑Estimated ❑Actual or❑Estimated 0 Actual or 0 Estimated
0
w million gallons million gallons million gallons
o Average volume per event
Ca
C..) ❑Actual or❑Estimated ❑Actual or❑Estimated 0 Actual or 0 Estimated
Minimum rainfall causing inches of rainfall inches of rainfall inches of rainfall
a CSO event in last year 0 Actual or 0 Estimated 0 Actual or 0 Estimated 0 Actual or 0 Estimated
EPA Form 3510-2A(Revised 3-19) Page 11

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No.2040-0004
5.7 Provide the information in the table below for each of your CSO outfalls.
CSO Outfall Number CSO Outfall Number CSO Outfall Number
Receiving water name
Name of watershed/
stream system
U.S.Soil Conservation ❑Unknown 0 Unknown ❑Unknown
Service 14-digit
c watershed code
: (if known)
CD
Name of state
management/river basin
co U.S.Geological Survey ❑Unknown 0 Unknown ❑Unknown
8-Digit Hydrologic Unit
Code(if known)
Description of known
water quality impacts on
receiving stream by CSO
(see instructions for
exam Iles
SECTION 6.CHECKLIST AND CERTIFICATION STATEMENT(40 CFR 122.22(a)and(d))
6.1 In Column 1 below,mark the sections of Form 2A that you have completed and are submitting with your application.For
each section,specify in Column 2 any attachments that you are enclosing to alert the permitting authority.Note that not
all applicants are required to provide attachments.
Column 1 Column 2
❑✓ Section 1:Basic Application ❑ w/variance request(s) ❑ w/additional attachments
Information for All Applicants
❑ Section 2:Additional ✓❑ w/topographic map ❑✓ wl process flow diagram
Information ✓❑ wl additional attachments
✓❑ wl Table A ❑✓ wl Table D
❑ Section 3:Information on ✓❑ w/Table B ❑ w/Table E
Effluent Discharges
✓❑ w/Table C ❑✓ wl additional attachments
Section 4:Industrial ✓❑ wl SIU and NSCIU attachments ❑✓ w/Table F
in ❑✓ Discharges and Hazardous ❑
Wastes wl additional attachments
❑ Section 5:Combined Sewer ❑ w/CSO map ❑ wl additional attachments
CD El❑ w/CSO system diagram
❑ Section 6:Checklist and ❑ w/attachments
Certification Statement
fq
Y 6.2 Certification Statement
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information
submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible
for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and
complete.I am aware that there are significant penalties for submitting false information,including the possibility of fine
and imprisonment for knowing violations.
Name(print or type first and last name) Official title
Signature Date signed
EPA Form 3510-2A(Revised 3-19) Page 12

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE A.EFFLUENT PARAMETERS FOR ALL POTWS
Maximum Daily Discharge Average Daily Discharge Analytical ML or MDL
Pollutant Value Units Value Units Number of Method1 (include units)
Samples
Biochemical oxygen demand
ML
0 BOD5 or❑CBOD5 55.8 mg/L 6.9 mg/L 492 SM5210 B 2.0 mg/L ©MDL
(report one)
Fecal coliform 2420 cfu/100 mL 52 cfu/100 mL 493 SM9222 D 1 cfu/1012 ❑ML
©MDL
Design flow rate 2.002 MGD 0.750 MGD 1095
pH(minimum) 6.0 S.U.
pH(maximum) 7.2 S.U.
Temperature(winter) 26 °C 17 °C 194
Temperature(summer) 33 °C 25 °C 301
ML
Total suspended solids(TSS) 116 mg/L 3.6 mg/L 492 Co118 and SM2540D 2.5 mg/L ©MDL
1 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e.,methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or
required under 40 CFR chapter I,subchapter N or 0.See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2A(Revised 3-19) Page 13

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EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE B.EFFLUENT PARAMETERS FOR ALL POTWS WITH A FLOW EQUAL TO OR GREATER THAN 0.1 MGD
Maximum Daily Discharge Average Daily Discharge Analytical ML or MDL
Pollutant Number of Method' (include
Value Units Value Units Samples units)
0 ML
Ammonia(as N) 12.3 mg/L 1.4 mg/L 194 4500NH3D,EPA350.1 0.1 mg/L 2 MDL
Chlorine 49 ug/L 26 ug/L 494 SM4S00-CI G 20 ug/L ❑ML
g
(total residual,TRC)20 ML
2 MDL
Dissolved oxygen 12.6 mg/L 7.9 mg/L 495 SM 4500-0 G 1 mg/L 2 MDL
0 ML
Nitrate/nitrite 20.3 mg/L 4.31 mg/L 36 SM4500 NO3E 0.05 mg/L 2 MDL
ML
Kjeldahl nitrogen 11.9 mg/L 2.73 mg/L 36 HACH 10242 1 mg/L 2 MDL
Oil and grease 10 mg/L 3 mg/L 3 EPA 1664 B 5 mg"- 2 MDL
0 ML
Phosphorus 6.91 mg/L 2.92 mg/L 36 SM 4500 P E- 0.05 mg/L 2 MDL
0 ML
Total dissolved solids 332 mg/L 275 mg/L 12 SM 2540 C 25 mg/L 2 MDL
1 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e.,methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or
required under 40 CFR chapter I,subchapter N or 0.See instructions and 40 CFR 122.21(e)(3).
2 Facilities that do not use chlorine for disinfection,do not use chlorine elsewhere in the treatment process,and have no reasonable potential to discharge chlorine in their effluent are not
required to report data for chlorine.
EPA Form 3510-2A(Revised 3-19) Page 15

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WTP 001 OMB No.2040-0004
W
TABLE C.EFFLUENT PARAMETERS FOR SELECTED POTWS
Maximum Daily Discharge Average Daily Discharge Analytical ML or MDL
Pollutant Number of Method' (include units)
Value Units Value Units Samples
Metals,Cyanide,and Total Phenols
ML
Hardness(as CaCO3) 113 mg/L 63.2 mg/L 35 SM2340 C 1 mg/L 0 MDL
Antimony,total recoverable 0.094 mg/L 0.072 mg/L 3 EPA 200.7 ❑ML
❑MDL
ML
Arsenic,total recoverable <0.005 mg/L <0.005 mg/L 12 EPA 200.7 .005 mg/L 0 MDL
Beryllium,total recoverable <0.001 mg/L <0.001 mg/L 3 EPA 200.7 CI ML
❑MDL
0 ML
Cadmium,total recoverable <0.002 mg/L <0.002 mg/L 12 EPA 200.7 .002 mg/L OO MDL
ML
Chromium,total recoverable <0.005 mg/L <0.005 mg/L 12 EPA 200.7 .005 mg/L 0 MDL
0 ML
Copper,total recoverable 0.041 mg/L 0.021 mg/L 12 EPA 200.7 .005 mg/L O MDL
ML
Lead,total recoverable 132 mg/L 12 mg/L 315 EPA 200.7 .005 mg/L ©MDL
0 ML
Mercury,total recoverable 9.21E-6 mg/L 3.96E-6 mg/L 12 EPA 1631 1E-6 0 MDL
ML
Nickel,total recoverable 0.008 mg/L <0.005 mg/L 12 EPA 200.7 .005 mg/L 0 MDL
ML
Selenium,total recoverable <0.005 mg/L <0.005 mg/L 12 EPA 200.7 .005 mg/L 0 MDL
ML
Silver,total recoverable <0.005 mg/L <0.005 mg/L 12 EPA 200.7 .005 mg/L ©MDL
Thallium,total recoverable <0.005 mg/L <0.005 mg/L 3 EPA 200.7 ❑ML
❑MDL
0 ML
Zinc,total recoverable 0.102 mg/L 0.07 mg/L 12 EPA 200.7 0.01 mg/L 0 MDL
0 ML
Cyanide <0.005 mg/L <0.005 mg/L 12 SM4500 CN E .005 mg/L 0 MDL
0 ML
Total phenolic compounds <0.005 mg/L <0.005 mg/L 3 EPA 420.1 .005 mg/L 0 MDL
Volatile Organic Compounds
ML
Acrolein <0.10 mg/L <0.10 mg/L 3 EPA 624 0.10 0 MDL
ML
Acrylonitrile <0.10 mg/L <0.10 mg/L 3 EPA 624 0.100 0 MDL
ML
Benzene <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0 MDL
ML
Bromoform <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 ©MDL
EPA Form 3510-2A(Revised 3-19) Page 17

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE C.EFFLUENT PARAMETERS FOR SELECTED POTWS
Maximum Daily Discharge Average Daily Discharge Analytical ML or MDL
Pollutant - Number of Method' (include units)
Value Units Value Units Samples
mL
Carbon tetrachloride <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0 MDL
ML
Chlorobenzene <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 ©MDL
ML
Chlorodibromomethane <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0 MDL
0 ML
Chloroethane <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 O MDL
ML
2-chloroethylvinyl ether <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 00 MDL
0 ML
Chloroform <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 ❑O MDL
1 Dichlorobromomethane <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 ❑O MmMLDL L
1,1-dichloroethane <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0 MDL
ML
1,2-dichloroethane <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0
MDL
ML
trans-1,2-dichloroethylene <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0 MDL
ML
1,1-dichloroethylene <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 ©MDL
0 ML
1,2-dichloropropane <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 ID MDL
ML
1,3-dichloropropylene <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0 MDL
ML
Ethylbenzene <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 00 MDL
0 ML
Methyl bromide <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0 MDL
0 ML
Methyl chloride <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 ❑O MDL
0 ML
Methylene chloride <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0 MDL
0 ML
1,1,2,2-tetrachloroethane <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 O MDL
0 ML
Tetrachloroethylene <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 O MDL
ML
Toluene <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 ©MDL
0 ML
1,1,1-trichloroethane <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 O MDL
ML
1,1,2-trichloroethane <0.01 mg/L <0.01 mg/L 3 EPA 624 0.01 0 MDL
EPA Form 3510-2A(Revised 3-19) Page 18

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EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE C.EFFLUENT PARAMETERS FOR SELECTED POTWS
Maximum Daily Discharge Average Daily Discharge Analytical ML or MDL
Pollutant - Number of Method' (include units)
Value Units Value Units Samples
0 ML
Benzo(ghi)perylene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
Benzo(k)fluoranthene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
Bis(2-chloroethoxy)methane <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
Bis(2-chloroethyl)ether <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
0 ML
Bis(2-chloroisopropyl)ether <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
Bis(2-ethylhexyl)phthalate <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
0 ML
4-bromophenyl phenyl ether <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
Butyl benzyl phthalate <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
2-chloronaphthalene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
4-chlorophenyl phenyl ether <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
Chrysene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
di-n-butyl phthalate <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
di-n-octyl phthalate <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
Dibenzo(a,h)anthracene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
1,2-dichlorobenzene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
0 ML
1,3-dichlorobenzene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 ❑O MDL
ML
1,4-dichlorobenzene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 O
MDL
ML
3,3-dichlorobenzidine <0.02 mg/L <0.02 mg/L 3 EPA 625 0.02 0 MDL
ML
Diethyl phthalate <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
Dimethyl phthalate <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
2,4-dinitrotoluene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
ML
2,6-dinitrotoluene <0.01 mg/L <0.01 mg/L 3 EPA 625 0.01 0 MDL
EPA Form 3510-2A(Revised 3-19) Page 20

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This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE D.ADDITIONAL POLLUTANTS AS REQUIRED BY NPDES PERMITTING AUTHORITY
Maximum Daily Discharge Average Daily Dischar e
Pollutant Analytical ML or MDL
(list) Value Units Value Units Number of Method' (include units)
Samples
❑ No additional sampling is required by NPDES permitting authority.
ML
Molybdenum 0.012 mg/L 0.007 mg/L 12 EPA 200.7 .005 mg/L p MDL
ML
Total Xylenes BQL mg/L BQL mg/L 3 EPA 624 0.01 mg/L ©MDL
0 ML
Trichlorofluoromethane BQL mg/L BQL mg/L 3 EPA 624 0.01 mg/L ©MDL
❑ML
Conductivity 2070 mg/L 425 mg/L 492 EPA 120.1 10 mg/L ❑p MDL
❑ML
❑MDL
❑ML
❑MDL
❑ML
❑MDL
❑ML
❑MDL
❑ML
❑MDL
❑ML
❑MDL
0 ML
❑MDL
❑ML
❑MDL
❑ML
❑MDL
❑ML
❑MDL
❑ML
❑MDL
❑ML
❑MDL
❑ML
❑MDL
'Sampling shall be conducted according to sufficiently sensitive test procedures(i.e.,methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or required
under 40 CFR chapter I,subchapter N or 0.See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2A(Revised 3-19) Page 23

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Information
Test Number 1 Test Number 2 Test Number 3
Test species Ceriodaphnia dubia Ceriodaphnia dubia Ceriodaphnia dubia
Age at initiation of test
Outfall number o01 o01 001
Date sample collected 01/17/2018 04/11/2018 07/11/2018
Date test started 01/17/2018 04/11/2018 07/11/2018
Duration 168 hours 168 hours 168 hours
Toxicity Test Methods
Test method number EPA-821-R-02-013 Method 1002.0,NC Mod. EPA-821-R-02-013 Method 1002.0,NC Mod. EPA-821-R-02-013 Method 1002.0,NC Mod.
Manual title North Carolina Ceriodaphnia Chronic Whole Ef North Carolina Ceriodaphnia Chronic Whole North Carolina Ceriodaphnia Chronic Whole d
Edition number and year of publication Version 3.0,2010 Version 3.0,2010 Version 3.0,2010
Page number(s)
Sample Type
Check one: ❑ Grab 0 Grab 0 Grab
❑✓ 24-hour composite El 24-hour composite 24-hour composite
Sample Location
Check one: ❑ Before Disinfection 0 Before Disinfection 0 Before disinfection
❑After Disinfection 0 After Disinfection ❑After disinfection
O After Dechlorination 0 After Dechlorination El After dechlorination
Point in Treatment Process
Describe the point in the treatment process Effluent Effluent
at which the sample was collected for each Effluent
test.
Toxicity Type
Indicate for each test whether the test was ❑Acute 0 Acute ❑Acute
performed to asses acute or chronic toxicity,
or both.(Check one response.) Chronic El Chronic El Chronic
❑ Both 0 Both ❑Both
EPA Form 3510-2A(Revised 3-19) Page 25

7
EPA Identification Number NPDES Permit Number Facility Name Outfall Number
Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 1 Test Number 2 Test Number 3
Test Type
Indicate the type of test performed.(Check one ❑✓ Static 0 Static
response.) ❑ Static
❑Static-renewal 0 Static-renewal ❑Static-renewal
❑ Flow-through ❑ Flow-through 0 Flow-through
Source of Dilution Water
Indicate the source of dilution water.(Check 0 Laboratory
one response.) water 0 Laboratory water ❑ Laboratory water
❑ Receiving water 0 Receiving water 0 Receiving water
If laboratory water,specify type. unknown
unknown unknown
If receiving water,specify source.
Type of Dilution Water
Indicate the type of dilution water.If salt El Fresh water
water,specify"natural"or type of artificial El Fresh water Fresh water
Elsea salts or brine used. Salt water(specify) ❑ Salt water(specify) ❑ Salt water(specify)
Percentage Effluent Used
Specify the percentage effluent used for all
concentrations in the test series. 35% 35% 35%
Parameters Tested
Check the parameters tested. ❑pH 0 Ammonia 0 pH 0 Ammonia la pH 0 Ammonia
❑ Salinity El Dissolved oxygen 0 Salinity 0 Dissolved oxygen 0 Salinity 0 Dissolved oxygen
Q Temperature ® Temperature IZI Temperature
Acute Test Results
Percent survival in 100%effluent NA % NA % NA
LCso
95%confidence interval % % %
Control percent survival ,% o%
EPA Form 3510-2A(Revised 3-19)
Page 26

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 1 Test Number 2 Test Number 3
Acute Test Results Continued
Other(describe)
Chronic Test Results
NOEC ok
IC25 % %
Control percent survival % %
Other(describe) PASS PASS PASS
Quality Control/Quality Assurance
Is reference toxicant data available? ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No
Was reference toxicant test within
acceptable bounds? ❑ Yes ❑ No El Yes ❑ No El Yes El No
•
What date was reference toxicant test run
(MM/DD/YYYY)?
Other(describe)
EPA Form 3510-2A(Revised 3-19) Page 27

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Information
Test Number 4 Test Number 5 Test Number 6
Test species Ceriodaphnia dubia Ceriodaphnia dubia Ceriodaphnia dubia
Age at initiation of test
Outfall number o01 001 o01
Date sample collected 10/17/2018 01/16/2019 04/10/2019
Date test started 10/17/2018 01/16/2019 04/10/2019
Duration 168 hours 168 hours 168 hours
Toxicity Test Methods
Test method number EPA-821-R-02-013 Method 1002.0,NC Mod. EPA-821-R-02-013 Method 1002.0,NC Mod. EPA-821-R-02-013 Method 1002.0,NC Mod.
Manual title North Carolina Ceriodaphnia Chronic Whole Ef North Carolina Ceriodaphnia Chronic Whole d North Carolina Ceriodaphnia Chronic Whole d
Edition number and year of publication Version 3.0,2010 Version 3.0,2010 Version 3.0,2010
Page number(s)
Sample Type
Check one: ❑ Grab ❑ Grab 0 Grab
0 24-hour composite 0 24-hour composite 0 24-hour composite
Sample Location
Check one: 0 Before Disinfection 0 Before Disinfection Before disinfection
❑After Disinfection El After Disinfection ❑After disinfection
❑✓ After Dechlorination ❑✓ After Dechlorination 0 After dechlorination
Point in Treatment Process
Describe the point in the treatment process Effluent Effluent
at which the sample was collected for each Effluent
test.
Toxicity Type
Indicate for each test whether the test was 0 Acute 0 Acute 0 Acute
performed to asses acute or chronic toxicity,
or both.(Check one response.) ❑� Chronic 2 Chronic 0 Chronic
❑ Both 0 Both 0 Both
EPA Form 3510-2A(Revised 3-19) Page 25-1

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0Of?4
TABLE E. EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 4 Test Number 5 I Test Number 6
Test Type
Indicate the type of test performed.(Check one ❑✓ Static El Static ElStatic
response.)
❑ Static-renewal ❑ Static-renewal ❑Static-renewal
❑ Flow-through ❑ Flow-through 0 Flow-through
Source of Dilution Water
Indicate the source of dilution water.(Check 0 Laboratory water 0 Laboratory water ❑ Laboratory water
one response.)
❑ Receiving water ❑ Receiving water ❑ Receiving water
If laboratory water,specify type. unknown unknown unknown
If receiving water,specify source.
Type of Dilution Water
Indicate the type of dilution water.If salt El Fresh water El Fresh water El Fresh water
water,specify"natural"or type of artificial
sea salts or brine used. ElSalt water(specify) 0 Salt water(specify) ElSalt water(specify)
Percenlege Effluent Used
Specify the percentage effluent used for all
concentrations in the test series. 35% 35% 35%
Parameters Tested
Check the parameters tested. 0 pH El Ammonia 0 pH ❑ Ammonia 9 pH ❑ Ammonia
❑ Salinity El Dissolved oxygen ❑ Salinity ID Dissolved oxygen ❑ Salinity El Dissolved oxygen
O Temperature 0 Temperature 0 Temperature
Acute Test Results
Percent survival in 100%effluent NA % NA % NA %
LC5o
95%confidence interval %
Control percent survival % % %
EPA Form 3510-2A(Revised 3-19) Page 26-1

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WTP 001 OMB No.2040-0004
W
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 4 Test Number 5 Test Number 6
Acute Test Results Continued
Other(describe)
Chronic Test Results
NOEC % %
IC25
Control percent survival 0/0
Other(describe) PASS PASS PASS
Quality ControUQuaiity Assurance
Is reference toxicant data available? ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No
Was reference toxicant test within
acceptable bounds? ❑ Yes El No ❑ Yes ❑ No ❑ Yes ❑ No
What date was reference toxicant test run
(MM/DDIYYYY)?
Other(describe)
EPA Form 3510-2A(Revised 3-19) Page 27-1

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Information
Test Number 7 Test Number 8 Test Number 9
Test species Ceriodaphnia dubia Ceriodaphnia dubia Ceriodaphnia dubia
Age at initiation of test
Outfall number o01 001 o01
Date sample collected 07/10/2019 10/09/2019 01/08/2020
Date test started 07/10/2019 10/09/2019 01/08/2020
Duration 168 hours 168 hours 168 hours
Toxicity Test Methods
Test method number EPA-821-R-02-013 Method 1002.0,NC Mod. EPA-821-R-02-013 Method 1002.0,NC Mod. EPA-821-R-02-013 Method 1002.0,NC Mod.
Manual title North Carolina Ceriodaphnia Chronic Whole Ef North Carolina Ceriodaphnia Chronic Whole h North Carolina Ceriodaphnia Chronic Whole h
Edition number and year of publication Version 3.0,2010 Version 3.0,2010 Version 3.0,2010
Page number(s)
Sample Type
Check one: ❑ Grab 0 Grab 0 Grab
✓❑ 24-hour composite El 24-hour composite ✓❑ 24-hour composite
Sample Location
Check one: ❑ Before Disinfection ❑ Before Disinfection 0 Before disinfection
❑After Disinfection ❑After Disinfection ❑After disinfection
❑✓ After Dechlorination ❑✓ After Dechlorination ✓❑ After dechlorination
Point in Treatment Process
Describe the point in the treatment process Effluent Effluent
at which the sample was collected for each Effluent
test.
Toxicity Type
Indicate for each test whether the test was ❑Acute ❑Acute El Acute
performed to asses acute or chronic toxicity,
or both.(Check one response.) Chronic 0Chronic ❑� Chronic
❑ Both ❑ Both ❑Both
EPA Form 3510-2A(Revised 3-19) Page 25-2

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP ow. OMB No.2040-0004
TABLE E. EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
'■ Test Number 7 Test Number 8 I Test Number 9
Test Type
Indicate the type of test performed.(Check one El Static 0 Static ElStatic
response.)
❑Static-renewal ❑Static-renewal ❑Static-renewal
❑ Flow-through ❑ Flow-through 0 Flow-through
Source of Dilution Water
Indicate the source of dilution water.(Check ❑ Laboratory water 0 Laboratory water 0 Laboratory water
one response.)
❑ Receiving water 0 Receiving water ❑ Receiving water
If laboratory water,specify type. unknown unknown unknown
If receiving water,specify source.
Type of Dilution Water
Indicate the type of dilution water.If salt ❑r Fresh water CI Fresh water 0 Fresh water
water,specify"natural"or type of artificial
sea salts or brine used. ❑ Salt water(specify) ElSalt water(specify) ❑ Salt water(spedy)
Percentage Effluent Used
Specify the percentage effluent used for all
concentrations in the test series. 35% 35% 35%
1 Parameters Tested
Check the parameters tested. ®pH 0 Ammonia 0 pH El Ammonia 0 pH 0 Ammonia
❑ Salinity El Dissolved oxygen ❑ Salinity El Dissolved oxygen ❑ Salinity El Dissolved oxygen
0 Temperature ❑ Temperature 0 Temperature
Acute Test Results
Percent survival in 100%effluent NA % NA % NA %
LCso
95%confidence interval % %
Control percent survival % % %
EPA Form 3510-2A(Revised 3-19) Page 26-2

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 7 Test Number 8 Test Number 9
Acute Test Results Continued
Other(describe)
Chronic Test Results
NOEC ok
IC25
Control percent survival
Other(describe) PASS PASS PASS
Quality Control/Quality Assurance
Is reference toxicant data available? ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No
Was reference toxicant test within ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes El No
acceptable bounds?
What date was reference toxicant test run
(MMIDDIYYYY)?
Other(describe)
EPA Form 3510-2A(Revised 3-19) Page 27-2

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WTP 001 OMB No.2040-0004
W
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Information
Test Number 10 Test Number 11 Test Number 12
Test species Ceriodaphnia dubia Ceriodaphnia dubia Ceriodaphnia dubia
Age at initiation of test
Outfall number o01 001 001
Date sample collected 04/16/2020 07/23/2020 10/08/2020
Date test started 04/15/2020 07/22/2020 10/07/2020
Duration 168 hours 168 hours 168 hours
Toxicity Test Methods
Test method number EPA-821-R-02-013 Method 1002.0,NC Mod. EPA-821-R-02-013 Method 1002.0,NC Mod. EPA-821-R-02-013 Method 1002.0,NC Mod.
Manual title North Carolina Ceriodaphnia Chronic Whole Eft North Carolina Ceriodaphnia Chronic Whole 11,North Carolina Ceriodaphnia Chronic Whole d
Edition number and year of publication Version 3.0,2010 Version 3.0,2010 Version 3.0,2010
Page number(s)
Sample Type
Check one: 0 Grab ❑ Grab 0 Grab
El 24-hour composite ❑✓ 24-hour composite El 24-hour composite
Sample Location
Check one: ❑ Before Disinfection ❑ Before Disinfection ❑ Before disinfection
❑After Disinfection ❑After Disinfection ❑After disinfection
El After Dechlorination El After Dechlorination Cl After dechlorination
Point in Treatment Process
Describe the point in the treatment process Effluent Effluent
at which the sample was collected for each Effluent
test.
Toxicity Type
Indicate for each test whether the test was ❑Acute ❑Acute ❑Acute
performed to asses acute or chronic toxicity,
or both.(Check one response.) ❑� Chronic ❑✓ Chronic ❑� Chronic
❑ Both ❑ Both ❑ Both
EPA Form 3510-2A(Revised 3-19) Page 25-3

7
EPA Identification Number NPDES Permit Number Facility Name Outfall Number Fonn Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
_-_ Test Number 10 Test Number 11 Test Number 12
Test Type
Indicate the type of test performed.(Check one 0 Static El Static El Static
response.)
❑Static-renewal ❑Static-renewal ❑Static-renewal
❑ Flow-through ❑ Flow-through ❑ Flow-through
Source of Dilution Water
Indicate the source of dilution water.(Check ❑ Laboratory water ❑ Laboratory water ElLaboratory water
one response.)
❑ Receiving water 0 Receiving water ❑ Receiving water
If laboratory water,specify type. unknown unknown unknown
If receiving water,specify source.
Type of Dilution Water
Indicate the type of dilution water.If salt El Fresh water 0 Fresh water El Fresh water
water,specify"natural"or type of artificial
sea salts or brine used. ElSalt water(specify) ElSalt water(specify) ❑ Salt water(specify)
Percentage Effluent Used
Specify the percentage effluent used for all
concentrations in the test series. 35% 35% 35%
Parameters Tested
Check the parameters tested. 121 pH ❑ Ammonia 0 pH ❑ Ammonia 12 pH ❑ Ammonia
❑ Salinity 0 Dissolved oxygen 0 Salinity El Dissolved oxygen ❑ Salinity El Dissolved oxygen
0 Temperature Q Temperature B Temperature
Acute Test Results
Percent survival in 100%effluent NA % NA % NA %
LCso
95%confidence interval % % %
Control percent survival % % %
EPA Form 3510-2A(Revised 3-19) Page 26-3

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E. EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 10 Test Number 11 Test Number 12
Acute Test Results Continued
Other(describe)
Chronic Test Results
NOEC 0/0
IC25
Control percent survival 0/0
Other(describe) PASS PASS PASS
Quality Control/Quality Assurance
Is reference toxicant data available? ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No
Was reference toxicant test within ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No
acceptable bounds?
What date was reference toxicant test run
(MM/DDIYYYY)?
Other(desaibe)
EPA Form 3510-2A(Revised 3-19) Page 27-3

This page intentionally left blank.

1
EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WTP 001 OMB No.2040-0004
W
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Information
Test Number 13 Test Number 14 Test Number 15
Test species Ceriodaphnia dubia Pimephales promelas Pimephales promelas
Age at initiation of test <48 hours <48 hours
Outfall number o01 001 001
Date sample collected 01/27/2021 04/19/2020 07/26/2020
Date test started 01/27/2021 04/15/2020 07/22/2020
Duration 168 Hours 6 days 6 days
Toxicity Test Methods
Test method number EPA-821-R-02-013 Method 1002.0,NC Mod. EPA-821-R-02-013 Method 1000.0 EPA-821-R-02-013 Method 1000.0
Manual title North Carolina Ceriodaphnia Chronic Whole Eft Short Term Methods for Estimating the Chin Short Term Methods for Estimating the ChrcU
Edition number and year of publication Version 3.0,2010 4th Edition,2002 4th Edition,2002
Page number(s)
Sample Type
Check one: ❑ Grab 0 Grab 0 Grab
• 24-hour composite 0 24-hour composite 0 24-hour composite
Sample Location
Check one: ❑ Before Disinfection 0 Before Disinfection ❑ Before disinfection
❑After Disinfection ❑After Disinfection ❑After disinfection
O After Dechlorination 0 After Dechlorination 0 After dechlorination
Point in Treatment Process
Describe the point in the treatment process Effluent Effluent
at which the sample was collected for each Effluent
test.
Toxicity Type
Indicate for each test whether the test was ❑Acute ❑Acute ❑Acute
performed to asses acute or chronic toxicity,
or both.(Check one response.) 0 Chronic 0 Chronic 0 Chronic
❑ Both ❑ Both ❑Both
EPA Form 3510-2A(Revised 3-19) Page 25-4

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E. EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 13 Test Number 14 Test Number 15
Test Type
Indicate the type of test performed.(Check one 0 Static Static Static
response.)
❑Static-renewal ❑ Static-renewal 0 Static-renewal
0 Flow-through 0 Flow-through ❑ Flow-through
Source of Dilution Water
Indicate the source of dilution water.(Check ❑ Laboratory water ❑ Laboratory water ❑ Laboratory water
one response.)
0 Receiving water ❑ Receiving water ❑ Receiving water
If laboratory water,specify type. unknown unknown unknown
If receiving water,specify source.
Type of Dilution Water
Indicate the type of dilution water.If salt Q Fresh water 0 Fresh water 0 Fresh water
water,specify"natural"or type of artificial
sea salts or brine used. ❑ Salt water(specify) ❑ Salt water(specify) ElSalt water(specify)
Percentage Effluent Used
Specify the percentage effluent used for all 35% 17.5,26,35,52.5,70% 17.5,26,35,52.5,70%
concentrations in the test series.
Parameters Tested
Check the parameters tested. El pH ❑ Ammonia ❑pH ❑ Ammonia ©pH Cl Ammonia
❑ Salinity 0 Dissolved oxygen 0 Salinity I Dissolved oxygen 0 Salinity 0 Dissolved oxygen
0 Temperature Q Temperature Q Temperature
Acute Test Results
Percent survival in 100%effluent NA % NA % NA %
LCso
95%confidence interval % °y
Control percent survival % % %
EPA Form 3510-2A(Revised 3-19) Page 26-4

EPA Identification Number NPDES Permit Number Facility Name 0utfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E. EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 13 Test Number 14 Test Number is
Acute Test Results Continued
Other(describe)
Chronic Test Results
NOEC % 70 % 70 %
IC25 % % %
Control percent survival % 100 % 10o
Other(describe) PASS
Quality Control/Quality Assurance
Is reference toxicant data available? ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes 0 No
Was reference toxicant test within
acceptable bounds? El Yes El No ❑ Yes ❑ No El Yes ❑ No
What date was reference toxicant test run
(MM/DDIYYYY)?
Other(describe)
EPA Form 3510-2A(Revised 3-19) Page 27.4

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WWTP 001 OMB No.2040-0004
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test t Information
Test Number 16 Test Number 17 Test Number
Test species Pimephales promelas Pimephales promelas
Age at initiation of test <48 hours <48 hours
Outfall number o01 001
Date sample collected 10/11/2020 02/04/2021
Date test started 10/07/2020 02/02/2021
Duration 6 days 6 days
Toxicity Test Methods
Test method number EPA-821-R-02-013 Method 1000.0 EPA-821-R-02-013 Method 1000.0
Manual title Short Term Methods for Estimating the Chron Short Term Methods for Estimating the Chris
Edition number and year of publication 4th Edition,2002 4th Edition,2002
Page number(s)
Sample Type
Check one: ❑ Grab ❑ Grab ❑ Grab
❑✓ 24-hour composite ❑✓ 24-hour composite 0 24-hour composite
Sample Location
Check one: 0 Before Disinfection ❑ Before Disinfection ❑ Before disinfection
❑After Disinfection 0 After Disinfection 0 After disinfection
❑✓ After Dechlorination ❑✓ After Dechlorination ❑ After dechlorination
Point in Treatment Process
Describe the point in the treatment process Effluent Effluent
at which the sample was collected for each
test.
Toxicity Type
Indicate for each test whether the test was 0 Acute ❑Acute ❑Acute
performed to asses acute or chronic toxicity,
or both.(Check one response.) ❑� Chronic 0Chronic ❑Chronic
❑ Both ❑ Both ❑Both
EPA Form 3510-2A(Revised 3-19) Page 25-5

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03105/19
NC0025445 Randleman WWTP ow. OMB No.2040-0004
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 16 Test Number 17 Test Number
Test Type
Indicate the type of test performed.(Check one ❑✓ Static 0 Static ❑ Static
response,)
❑Static-renewal ❑Static-renewal ❑Static-renewal
❑ Flow-through 0 Flow-through ❑ Flow-through
Source of Dilution Water
Indicate the source of dilution water.(Check 0 Laboratory water ❑ Laboratory water ❑ Laboratorywater
one response.)
❑ Receiving water ❑ Receiving water ❑ Receiving water
If laboratory water,specify type. unknown unknown unknown
If receiving water,specify source.
Type of Dilution Water
Indicate the type of dilution water.If salt 0 Fresh water ID Fresh water 0 Fresh water
water,specify"natural'or type of artificial
sea salts or brine used. ❑ Salt water(specify) ❑ Salt water(specify) 0 Salt water(specify)
Percentage Effluent Used
Specify the percentage effluent used for all
concentrations in the test series. 17.5,26,35,52.5,70% 8.75,17.5,35,70,100%
Parameters Tested
Check the parameters tested. Q pH ❑ Ammonia pHEl 0 Ammonia pH El Ammonia
❑ Salinity ID Dissolved oxygen 0 Salinity 0 Dissolved oxygen ❑ Salinity ❑ Dissolved oxygen
© Temperature 0 Temperature ❑ Temperature
Acute Test Results
Percent survival in 100%effluent NA % NA % NA %
LCso
95%confidence interval % % %
Control percent survival % % °%
EPA Form 3510-2A(Revised 3-19) Page 26-5

•
EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
NC0025445 Randleman WTP 001 OMB No.2040-0004
W
TABLE E.EFFLUENT MONITORING FOR WHOLE EFFLUENT TOXICITY
The table provides response space for one whole effluent toxicity sample.Copy the table to report additional test results.
Test Number 16 Test Number 17 Test Number
Acute Test Results Continued
Other(describe)
Chronic Test Results
NOEC 70 % 100 %
IC25 % % %
Control percent survival 100 % 100 %
Other(describe)
Quality ControllQuality Assurance
Is reference toxicant data available? 0 Yes 0 No ❑ Yes 0 No ❑ Yes 0 No
Was reference toxicant test within
acceptable bounds? 0 Yes 0 No 0 Yes 0 No ❑ Yes ElNo
What date was reference toxicant test run
(MM/DD/YYYY)?
Other(describe)
EPA Form 3510-2A(Revised 3-19) Page 27-5

This page intentionally left blank.

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman W WTP OMB No.2040-0004
TABLE F.INDUSTRIAL DISCHARGE INFORMATION
Response space is provided for three SIUs.Copy the table to report information for additional SIUs.
SIU ooa SIU SIU
Name of SIU
Deep River Dyeing
Mailing address(street or P.O.box)
225 Poplar Street
City,state,and ZIP code Randleman,NC 27317
Description of all industrial processes that affect
or contribute to the discharge. Dyeing and finishing of polyester fabrics.
List the principal products and raw materials that
affect or contribute to the SIU's discharge. Dyed polyester fabrics.
Indicate the average daily volume of wastewater
discharged by the SIU. 240,000 gpd gpd gpd
How much of the average daily volume is
attributable to process flow? 240,000 gpd gpd gpd
How much of the average daily volume is
attributable to non-process flow? o gpd gpd gpd
Is the SIU subject to local limits?
❑✓ Yes ❑ No ❑ Yes ❑ No ❑ Yes 0 No
Is the SIU subject to categorical standards?
0 Yes ✓❑ No 0 Yes 0 No ❑ Yes ❑ No
EPA Form 3510-2A(Revised 3-19) Page 29

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NC0025445 Randleman WWTP OMB No,2040-0004
TABLE F.INDUSTRIAL DISCHARGE INFORMATION
Response space is provided for three SIUs.Copy the table to report information for additional SIUs.
SIU 004 SIU SIU
Under what categories and subcategories is the
SIU subject? NA
Has the POTW experienced problems(e.g.,
upsets,pass-through interferences)in the past 4.5 ❑ Yes ❑✓ No 0 Yes 0 No ❑ Yes ❑ No
years that are attributable to the SIU?
If yes,describe.
EPA Form 3510-2A(Revised 3-19) Page 30

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O iitTA Igi'
littal
Appendix A: NC0025445
Randleman Ceriodaphnia
Toxicity Results 2018 to Jan
2021

NC0025445 Application Appendix A- 13 pages
Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 01/24/18
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Laborat Pe forming Test: R & A LABORATORIES, INC.
X � J Comments: Final Effluent
04( /Sigf5yf 0.erator in Responsible Charge 45396-01
X
na r- of Laboratory Supervisor * PASSED: 10.95% Reduction *
Work Order: 45344-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 4.415
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 10.95
% Mortality Avg.Reprod.
# Young Produced 23 21 22 22 24 23 22 25 22 21 25 24
0.00 22.83
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 20.33
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
6.147% PASS FAIL
# Young Produced 22 18 20 21 19 22 19 21 19 21 22 20 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 01/17/18
Control 6.97 7.05 6.95 7.04 6.94 7.02 Collection (Start) Date
Sample 1: 01/15/18 Sample 2: 01/17/18
Treatment 2 7.26 7.34 7.02 7.11 7.01 7.10 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 48
Control 18.6 8.4 I 8.6 18.3 8.6 18.4
� Spec. Cond. (pmhos) 190'520 494
Treatment 2 8.5 8.3 I8.5 8.2 8.5 8.3
Chlorine(mg/1) 0.04 0.07
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 3.1 1.4
(Mortality expressed as %, combining replicates) i
Note: Please
% % % % % % % % % % Concentration Complete This
Section Also
a % % % % % % % Mortality
start/end start/end
LC50 = % Method of Determination Control
95% Confidence Limits Moving Average _ Probit
% -- % Spearman Karber _ Other High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)

Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 04/18/18
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Labo�J P f }�g Test: R & A LABORATORIES, INC.
X `../ �� L/�� Comments: Final Effluent
ig to �:.f operator in Responsible Charge 49191-01
X '
n r#of Laboratory Supervisor * PASSED: 2.55% Reduction *
maimmummommoommom
Work Order: 49046-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621 North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 1.015
CONTROL OF.GAidIS_M. 1 2 ° 4 7 Tabular t = 2.508
8 10 11 12 I ° Reduction = 2.55
# Young Produced 23 22 22 21 25 24 21 23 22 24 25 23 % Mortality Avg.Reprod.
0.00 22.92
Adult (L)ive (D)ead L L L L L L L L L L L L Control Control
0.00 22.33
Effluent %: 35% Treatment 2 Treatment 2
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
6.017% PASS FAIL
# Young Produced 21 25 23 21 23 20 23 22 21 22 24 23 % control orgs X1
producing 3rd
Adult (L)ive (D)ead L L L L L L L L L L L IL brood100% Check One
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 04/11/18
Control 6.95 7.03 6.94 7.02 6.93 7.01 Collection (Start) Date
1Treatment 2 7.17 7.25 7.13 7.21 7.12 7.20 Samp : 04/09/18 Sample 2: 04/11/19
ple Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
r d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. , f Hardness(mg/1) 48 I
Control 8.6 8.4 18.6 8.3 8.6 8.4 _ -
Treatment 2 8.5 8.3 8.5 8.2 8.5 8.3 Spec. Cond. (lunhos) 187 489 501
Chlorine(mg/1) 0.04 0.04
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 3.2 3.1
(Mortality expressed as %, combining replicates) I
% s I % s % Note: Please
°s I Concentration Complete This
% I Section Also
° % % % I I % Mortality
start/end start/end
ILC50 = % Method of Determination Control
95% Confidence Limits Moving Average _ Probit
I -- % Spearman Kerber Other - High
Conc.
pH D.O.
IOrganism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)
I

Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 07/18/18
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Labor,
abor o y erforming Test: R & A LABORATORIES, INC.
X
�� Comments: Final Effluent
Sign r of 0. -rator in Responsible Charge 53290-01
X
S a O Laboratory Supervisor * PASSED: 2.17% Reduction *
Work Order: 53078-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 0.944
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 2.17
1
% Mortality Avg.Reprod.
# Young Produced 23 25 22 21 22 24 23 22 25 24 22 23
0.00 23.00
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 22.50
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
5.562% PASS FAIL
# Young Produced 23 22 21 25 22 22 24 21 23 24 21 22 % control orgs X
. producing 3rd
brood Check One
Adult Wive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 07/11/18
Control 6.96 7.04 6.94 7.03 6.9317.01 Collection (Start) Date
Sample 1: 07/09/18 Sample 2: 07/11/18
Treatment 2 7.03 7.11 7.00 7.09 6.99 7.08 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 48
Control 8.6 8.4 8.6 8.3 8.6 8.4
Spec. Cond. (pmhos) 190 537 524
Treatment 2 8.6 8.4 8.6 8.3 8.6 8.4
Chlorine(mg/1) 0.03 0.02
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 3.2 3.2
(Mortality expressed as %, combining replicates) 1
Note: Please
% % % % % % % % % % Concentration Complete This
Section Also
1 % % % % % % % % % % Mortality
start/end start/end
LC50 = % Method of Determination Control
95% Confidence Limits Moving Average Probit _
% -- % Spearman Karber _ Other High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)
l

Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 10/24/18
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Labou Test: R & A LABORATORIES, INC.
X
BB''�'//// Comments: Final Effluent
Sign tur o 0 erator in Responsible Charge 57953-01
X
S na r Laboratory Supervisor * PASSED: 0.73% Reduction *
Work Order: 57809-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 0.314
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction - 0.73
% Mortality Avg.Reprod.
# Young Produced 22 25 21 24 22 23 21 25 22 23 24 23
0.00 22.92
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 22.75
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
6.017% PASS FAIL
# Young Produced 24 22 24 23 22 21 23 23 25 22 23 21 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 10/17/18
Control 6.96 7.03 6.94 7.02 6.96 7.04 Collection (Start) Date
Sample 1: 10/15/18 Sample 2: 10/17/18
Treatment 2 6.67 6.75 6.97 7.05 6.98 7.06 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. - - -- -- - Hardness(mg/1) 1 48
Control 8.6 8.4 8.5 8.2 8.6 8.4
Spec. Cond. (pmhos) 190 456 492
Treatment 2 8.6 8.4 8.5 8.2 8.6 8.4
Chlorine(mg/1) 0.03 0.02
LC50/acute Toxicity Test Sample temp. at receipt(QC) 3.5 3 .2
(Mortality expressed as %, combining replicates) 1
Note: Please
% % % % % % % % % % Concentration Complete This
Section Also
% % % % % % % , % % % Mortality
start/end start/end
LC50 = % Method of Determination Control
95% Confidence Limits Moving Average Probit
% -- % Spearman Karber Other High
- Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)
i

x
(fluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 01/23/19
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Labora o P rforming Test: R & A LABORATORIES, INC.
X 7/ 7/ Comments: Final Effluent
Siign ure f Op tor in Responsible Charge 61761-01
X
S. at Laboratory Supervisor * PASSED: 1.82% Reduction *
Work Order: 61628-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 0.739
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 1.82
% Mortality Avg.Reprod.
# Young Produced 23 21 25 21 22 23 24 22 22 24 25 23
0.00 22.92
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 22.50
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
6.017% PASS FAIL
# Young Produced 21 25 23 24 21 22 23 22 21 24 21 23 % control orgs X
. producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample j Complete This For Either Test
pH Test Start Date: 01/16/19
Control 6.97 7.05 6.95 7.04 6.95 7.03 Collection (Start) Date
Sample 1: 01/14/19 Sample 2: 01/16/19
Treatment 2 6.87 6.95 6.91 7.00 6.90 6.98 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 48
Control 8.6 8.4 8.6 18.3 8.6 18.4
Spec. Cond. (gmhos) 190 292 - 3-22
Treatment 2 8.6 8.4 8.6 8.3 8.6 8.4
Chlorine(mg/1) 0.01 0.04
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 3.2 2.4
(Mortality expressed as %, combining replicates) (
Note: Please
% % % % % % % % % % Concentration Complete This
Section Also
% % % % % % % % % Mortality
start/end start/end
LC50 = % Method of Determination Control
95% Confidence Limits Moving Average Probit
% -- % Spearman Karber _ Other High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)

Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 04/17/19
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Labora ry erfo ing Test: R & A LABORATORIES, INC.
, j Comments: Final Effluent
X / i
Si atu erator in Responsible Charge 65348-01
X
g r of Laboratory Supervisor * PASSED: 1.81% Reduction *
Work Order: 651630-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia I
ToxicityTest Chronic Test Results
Chronic Pass Fail Reproduction
/
Ca_culated t = 0.699
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 1.81
% Mortality Avg.Reprod.
# Young Produced 21 23 25 22 23 24 25 21 25 22 22 23
0.00 23.00
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 22.58
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
6.422% PASS FAIL
7-
# Young Produced 24 21 23 21 24 22 24 21 22 21 23 25 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 04/10/19
Control 6.94 7.02 6.97 7.05 6.96 7.04 Collection (Start) Date
Sample 1: 04/08/19 Sample 2: 04/10/19
Treatment 2 6.86 6.94 7.02 7.10 7.02 7.10 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 48
Control 8.6 8.4 8.6 8.3 6.6 8.4
Spec. Cond. (pmhos) 190 347 273
Treatment 2 8.6 8.4 8.6 8.3 8.6 8.4
Chlorine(mg/1) 0.03 0.04
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 3.3 3.3
(Mortality expressed as %, combining replicates) 1
Note: Please
% % % % % % % % % % Concentration Complete This
Section Also
% % % % % % % % % % Mortality
start/end start/end
LC50 = % Method of Determination Control
95% Confidence Limits Moving Average Probit
% -- % Spearman Karber _ Other High 1
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)

Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 07/17/19
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Labor t ry . ming Test: R & A LABORATORIES, INC.
X i/' Comments: Final Effluent
Sig ,re' •.- ator in Responsible Charge
X
S _ a el Laboratory Supervisor * PASSED: 1.07% Reduction *
Work Order: 69135-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 0.451
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 1.07
% Mortality Avg.Reprod.
# Young Produced 23 25 24 22 23 23 21 24 26 23 22 25
0.00 23.42
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 23.17
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
6.164% PASS FAIL
# Young Produced 24 22 21 22 23 24 25 24 23 23 22 25 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 07/10/19
Control 6.96 7.04 6.95 7.03 6.94 7.02 Collection (Start) Date
Sample 1: 07/08/19 Sample 2: 07/10/19
Treatment 2 6.77 6.85 6.93 7.01 6.92 7.00 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A I
r d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 48
Control 8.6 8.4 8.6 8.3 8.6 8.4
Spec. Cond. (pmhos) 188 476 386
Treatment 2 8.6 8.4 8.6 8.3 8.6 8.4
Chlorine(mg/1) 0.03 0.04
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 3.3 3.3
(Mortality expressed as %, combining replicates) 1
Note: Please
I % % % % % % % % o Concentration Complete This
Section Also
% % % % % % % % Mortality
start/end start/end
LC50 = % Method of Determination Control
95% Confidence Limits Moving Average Probit
% -- % Spearman Karber Other High I
Conc. 1
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
I Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)

/Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 10/16/19
/Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Laboratory erforming Test: R & A L7�BORA INC.
X j L /o --� Comments: Final Effluent
i 17 -
Sign tuY' erator in Responsible Charge 733 -.S1 -
X
S na f Laboratory Supervisor * PASSEL: 4.18% Reduction *
Work Order: 73324-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 1.868
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 i % Reduction = 4 .18
% Mortality Avg.Reprod.
# Young Produced 24 23 25 22 23 24 25 23 26 23 24 25
0.00 23.92
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 22.92
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
4.869% PASS FAIL
# Young Produced 22 24 25 21 22 25 24 23 24 22 21 22 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 10/09/19
Control 7.35 7.42 7.34 7.42 7.37 7.45 Collection (Start) Date
Sample 1: 10/07/19 Sample 2: 10/09/19
Treatment 2 7.10 7.18 7.26 7.34 7.27 7.36 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 97
Control 8.6 8.4 8.6 8.3 I8.0 �8.4
- Spec. Cond. (pmhos) 399 434 392
Treatment 2 8.6 8.4 8.6 8.3 8.6 8.4
Chlorine(mg/1) 0.04 0.03
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 2.5 3.0
(Mortality expressed as %, combining replicates) I
Note: Please
% % % % % % % % % % Concentration Complete This
Section Also
% % % % % % % % % % Mortality
start/end start/end
LC50 = % Method of Determination Control
95% Confidence Limits Moving Average Probit
% -- % Spearman Karber _ Other High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)

Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 01/15/20
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Laboratory Performing Teat: R & A LABORATORIES, INC.
1 / Comments: Final Effluent
X ✓ _,C___----
igna;, -/ Op- ator in Responsible Charge 76926-01
X /i.
Si.r--t , _ -' L- .oratory upervisor * PASSED: 5.56% Reduction *
work Order: 76799-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 3.218
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 5.56
% Mortality Avg.Reprod.
# Young Produced 24 26 23 24 23 23 24 25 23 24 25 24
0.00 24.00
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 22.67
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
3.973% PASS FAIL
# Young Produced 22 23 24 23 22 21 24 22 24 23 21 23 % control orggs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L 'L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 01/08/20
Control 7.38 7.45 7.36 7.43 7.34 7.42 Collection (Start) Date
Sample 1: 01/06/20 Sample 2: 01/08/20
Treatment 2 7.33 7.31 7.05 7.12 7.04 7.11 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample lst sample 2nd sample
D.O. Hardness(mg/1) 96
Control 8.6 8.4 8.6 8.3 8.6 8.4
Spec. Cond. (pmhos) 404 314 326
Treatment 2 8.6 8.4 8.6 8.3 8.6 8.4
Chlorine(mg/1) 0.04 0.04
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 3.4 3.1
(Mortality expressed as %, combining replicates) I
- Note: Please
% % % % % % % % % % Concentration Complete This
Section Also
% % % % % % % % % % Mortality
- start/end start/end
LC50 = % Method of Determination Control
958 Confidence Limits Moving Average Probit
% -- % Spearman Karber - Other - High
- Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)

Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 04/22/20
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Laboratory Per rming Test: R & A LABORATORIES, INC.
/�7�1 CO Comments: Final Effluent
XSigna re erator in Responsible Charge 81082-01
X Si t r * *
Laboratory Supervisor PASSED: 3.87% Reduction
Work Order: 80892-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 2.030
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 3.87
# Young Produced 24 23 25 22 24 22 25 24 23 25 24 23 Mortality Avg.Reprod.
0.00 23.67
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 22.75
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
4.534% PASS FAIL
# Young Produced 25 22 22 23 22 24 23 22 21 23 22 24 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 04/15/20
Control 7.34 7.42 7.33 7.41 7.31 7.40 Collection (Start) Date
Sample 1: 04/13/20 Sample 2: 04/16/20
Treatment 2 7.10 7.18 7.05 7.12 7.04 7.12 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 98
Control 8.6 8.4 8.6 8.3 8.6 8.4
Spec. Cond. (punhos) 400 417 398
Treatment 2 8.6 8.4 8.6 8.3 8.6 8.4
Chlorine(mg/1) 0.03 0.02
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 3.2 2.8
(Mortality expressed as %, combining replicates) I
Note: Please
% % % % % % % % % % Concentration Complete This
Section Also
% % % % % % % % % % Mortality
start/end start/end
LC50 = % Method of Determination Control
95% Confidence Limits Moving Average Probit
* -- % Spearman Karber = Other - High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)

Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 07/29/20
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Laboratory Performing Test: R & A LABORATORIES, INC. 1
I Comments: Final Effluent
X /
Sign re of 0 rator in Responsible Charge 85204-01
X '���A��lu
Si Y e Laboratory Supervisor * PASSED: 2.09% Reduction *
Work Order: 85011-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr 1
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 1.089
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 I Reduction = 2.09
I Mortality Avg.Reprod.
# Young Produced 25 23 22 25 23 24 25 24 24 25 23 24
0.00 23.92
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 23.42
Treatment 2 Treatment 2
Effluent 1: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
4.165% PASS FAIL
# Young Produced 25 24 22 25 23 22 24 25 22 23 22 24 I control orgs X
. producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 07/22/20
Control 7.35 7.42 7.34 7.43 7.34 7.42 Collection (Start) Date
Sample 1: 07/20/20 Sample 2: 07/23/20
Treatment 2 7.17 7.24 7.17 7.25 7.18 7.26 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 98
Control 8.6 8.4 8.6 8.3 8.6 18.4
Spec. Cond. (pmhos) 400 400 350
Treatment 2 8.5 8.3 8.5 8.2 8.5 8.3
Chlorine(mg/1) 0.03 0.03
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 2.9 2.7
(Mortality expressed as I, combining replicates) 1
Note: Please
I I % I I % I I I I Concentration Complete This
Section Also
I % I I I I I I I % Mortality
start/end start/end
LC50 = I Method of Determination Control
95% Confidence Limits Moving Average _ Probit
I -- I Spearman Karber _ Other High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)

Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 10/15/20
Facility: CITY OF RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Laborato /Performing Test: R & A LABORATORIES, INC.
X 2 / Comments: Final Effluent
Sign r-1'• ••-rator in Responsible Charge 88746-01
X /
Si•'atJ - le Laboratory Supervisor * PASSED: 1.74% Reduction *
Work Order: 88504-01 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Environmental Management
N.C. Dept. of EHNR
1621 Mail Service Ctr
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 0.906
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 1.74
% Mortality Avg.Reprod.
# Young Produced 25 24 25 22 24 25 25 24 25 23 22 23
- 0.00 23.92
Control Control
Adult Wive (D)ead L .L L LLLLLLLLL
0.00 23.50
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
4.869% PASS FAIL
# Young Produced 25 22 23 25 23 23 22 25 23 24 23 24 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L LLLLLLLLLL 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 10/07/20
Control 7.31 7.39 7.36 7.44 7.35 7.42 Collection (Start) Date
Sample 1: 10/05/20 Sample 2: 10/08/20
Treatment 2 7.38 7.45 7.27 7.34 7.28 7.35 Sample Type/Duration 2nd
lst P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
✓ d r d r d II M M
t t t Sample 2 X 24 hrs T P P
1st sample 1st sample 2nd sample
D.C. Hardness(mg/1) 98
Control 8.6 8.4 8.6 8.3 8.6 8.4
Spec. Cond. (pmhos) 399 419 397
Treatment 2 8.6 8.4 8.6 8.3 8.6 8.4
Chlorine(mg/1) 0.01 0.04
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 2.1 3.3
(Mortality expressed as %, combining replicates)
Note: Please
% % % % % % % % % % Concentration Complete This
Section Also
% % % % % % % % % % Mortality
start/end start/end
LC50 = I Method.of Determination Control
95% Confidence Limits Moving Average Probit
% -- I Spearman Karber - Other - High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DEM form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.32)
I __

/
Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 02/03/21
Facility: RANDLEMAN NPDES#: NC0025445 Pipe#: 001 County: RANDOLPH
Labora or erforming Test: MERITECH LABS, INC.
Comments:
X '1(-----
igna ure o Opera r in Responsible Charge
Signature of Laboratory Supervisor * PASSED: 3.51% Reduction *
Work Order: Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Water Quality
N.C. DENR
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = 1.063
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 3.51
% Mortality Avg.Reprod.
# Young Produced 20 23 21 25 27 24 28 24 23 25 21 24
0.00 23 .75
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 22.92
Treatment 2 Treatment 2
Effluent %: 35%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
10.016% PASS FAIL
# Young Produced 24 22 21 22 23 22 24 23 21 24 24 25 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 100%
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 01/27/21
Control 8.09 7.92 7.83 8.08 8.01 8.01 Collection (Start) Date
Sample 1: 01/25/21 Sample 2: 01/27/21
Treatment 2 7.84 8.07 7.73 8.27 7.77 7.97 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24.0 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24.0 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 47
Control 7.93 7.97 8.01 8.13 7.75 7.70
Spec. Cond. (pmhos) 176 394 313
Treatment 2 8.03 8.09 8.18 8.40 7.94 7.70
Chlorine(mg/1) 0.33 0.41
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 1.8 0.8
(Mortality expressed as %, combining replicates) I
Note: Please
% % % % % % % % % % Concentration Complete This
• Section Also
% % % % % % % % % % Mortality
start/end start/end
LC50 = Method of Determination Control 1
95% Confidence Limits Moving Average Probit
-- % Spearman Karber _ Other High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DWQ form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.41)
l

�potegy
Appendix B : NC0025445
Randleman Fathead Minnow
Toxicity Results 2020 to Jan
2021

Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:4/26/2020
FaCiltty:City Of Randleman WWTP NPDES#NCOO 25445 Pipe#: 001 County: Randolph
Laboratory: Research&Analytical Laboratories Comments Final Effluent
x
Signat f O, .-or • responsible Charge
x
Sig ure tl a' .tory Supervisor }tAL#80892-01,81082-01,81149-01
MAIL ORIGINAL 10: Environmental Sciences Branch
Division of Water Quality
NC DENR NC0025445 Application Appendix B- 15 pages
1621 Mail Service Center
Raleigh,NC 27699-1621
Test Initiation Date/Time 4/15/2020 / 1:25PM Avg Wt/Surv.Control 0.74861 Test Organisms
%Eff. Rept. 1 2 3 4 l' Cultured In-House
Control Surviving# 15 15 15 15 %Survival 100.0 r Outside Supplier
Original# 15 15 15 15
Wuoriginal(mg) 0.7433 0.7400 0.7473 0.7640 Avg Wt(mg) 0.7486 Hatch Date: 4/13/2020
17.50 Surviving# 15 15 15 15 %Survival 100.0 Hatch Time:>1600
Original# 15 15 15 15
Wt/original(mg) 0.7580 0.7187 0.7253 0.7380 k Avg Wt(mg) 0.7345
28.00 Surviving# 15 15 15 15 %Survival` 100.0
Original# 15 15 15 15
Wt/original(mg) 0.7140 0.7373 0.7140 0.7167 Avg Wt(mg) 0.7205
35.00 Surviving# 15 15 1 15 15 %Survival 100.0
Original# 15 15 15 15
Wt/original(mg) - 0.7513 0.6807 0.6993 0.7367 1 Avg Wt(mg) 0.7170
52.50 Surviving# 15 15 14 15 %Survival 98.3
Original# 15 15 15 15
Wt/original(mg) 0.7660 0.7307 0.7843 0.7593 Avg Wt(mg) 0.7601
70.00 Surviving# 14 15 15 14 %Survival 96.7
Original# 15 15 15 15
Wt/original(mg) 0.7593 0.7320 0.7380 0.7943 Avg Wt(mg) 0.7559
Water Quality Data Day
Control 0 1 2 3 4 5 6
pH(SU)Init/Fin 7.07 / 7.10 7.17 / 7.08 7.14 / 7.04 7.19 I 7.10 7.22 / 7.20 7.17 / 7.08 7.11 / 7.07
DO(mg/L) Init/Fin 8.8 / 8.3 8.6 / 8.3 8.5 / 8.2 8.6 / 8.3 8.8 / 8.4 8.5 / 8.2 8.6 / 8.3
Temp(C)Init/Fin 24.8 / 24.4 24.5 / 24.7 24.8 / 24.5 24.5 / 24.7 24.6 / 24.5 24.5 / 24.6 24.6 / 24.5
High Concentration 0 1 2 3 4 5 6
pH(SU)Init/Fin 6.91 / 6.95 6.86 / 6.81 6.89 / 6.80 6.79 / 8.74 6.82 / 6.72 6.79 / 6.76 6.75 / 8.73
DO(mg/L)Int/Fin 8.6 / 8.3 8.5 / 8.3 8.6 / 8.2 8.6 / 8.2 8.5 / 8.3 8.5 / 8.2 8.6 / 8.3
Temp(C)Imt/Fin 24.5 / 24.6 24.5 / 24.5 24.8 / 24.8 24.5 / 24.7 24.6 / 24.6 24.6 / 24.6 24.5 / 24.5
Sample 1 2 3 Survival Growth Overall Result
Collection Start Date 4/13/2020 4/16/2020 4/19/2020 Normal ni Fr ChV >70%
Grab Horn.Var. rp rl'
Composite(Duration) 24 24 24 NOEC 70.00 70.00
Hardness(mg/L) 72 70 65 LOEC >70% >70%
Alkalinity(mg/L) 37 34 37 ChV >70% >70%
Conductivity(umhos/cm) 417 398 411 Method Steels Dunnetts
Chtonne(mg/L) 0.03 0.02 0.03
Tenp.at Receipt(`C) 3.2 2.8 3.8 Stats Survival Growth
Conc. Critical Calculated Critical Calculated
Dilution H2O 17.50 10 13 2.41 0.9118
Hardness(mg/L) 98 26.00 10 10 2.41 1.8140
Alkalinity(mg/L) 81 35.00 10 13 2.41 2.0395
Conductivity(umhos/cm) 403 52.50 10 21 2.41 -0.7362
70.00 10 17 2.41 -0.4672
DWQ Form AT-5(1/04)

RESEARCh & ANAlyTICAL
LABORATORIES, INC. -
- Analytical/Process Consultations
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of Randleman VWVfP County. Randolph Pipe #: 001 NPDEs #: NC0025445
Collector (Print): brC4 C-1r.1f-v1 kl Contact Person:
Michael Glass
Collector (Signature: •'L�` j.---�� Address:3475 Applewood Rd. Randleman,NC 27317
Phone Number: [phone]
Sample Collection
Temp Analysis
Sample Date/ Date/ Temp Sample Type No. of Upon Required
Lab # Description Time Time 1°C) containers Arrival (acute, chronic
(RAL only) (see note') Started Ended End Comp. Grab sent (°C) bioassay)
Post CL2 q-/3.20 c/l'(10
Sic). bioassay,
?" 1 ti3_01l Plant EFF. 0'00 C y'00 LI V L -3,/ Fathead minnows
�
for Sample Description please use Effluent, Influent, Upstream, Post C12, Etc.
Reli uished by: (Signature) Received by: (Signature) - Date/Time
li __.-
j:"..
Relin uished by: (Signature) Received by: (Signature) Date/Time
Method of Shipment:
Mo „ie-16 8rocr.s54,7 Pyf '7411 ii--/S--Z.L) S',"oo
Note: Original sent with shipment
Copy retained by collector
Pp. Box 473 • 106 Short Street • Kernersville. North Carolina 27284 • 336-996-2841 • Fax [phone]

ARESEARCh & ANAtyTICAL
• L.AbORATORIES, INC.
Analytical/Process Consultations
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of Randleman WWTP county: Randolph Pipe #: 001 NPDEs #: NC0025445
Collector (Print): Je/ 5�ti.�1�c," Contact Person:
Michael Glass
Address:3475 Applewood Rd. Randleman,NC 27317
Collector (Signature: � II.
Phone Number: [phone]
Sample Collection
Temp Analysis
Sample Date! Date/ Temp Sample Type No. of Upon Required
Lab # Description Time Time 1°C) containers Arrival (acute, chronic
(RAL only) (see note*) Started Ended End Comp. Grab sent 1°C) bioassay)
Post CL2 el 41: 4-1y to / bioassay.
1 O-CY Plant EFF. -�� , 7oc �/ I � Fathead minnows
1 • for Sample Description please use Effluent, Influent, Upstream, Post C)2, Etc.
A,i,j,' I, ;.tiRt 0..wci.-.nA- 6'r 5cf�//t- S70S"`jA-0 f
Relinquished by: (Signature) Received b : (Si ature) Date/Time
y / _� V/ D lz/ V
Re ignature) Received by: (Signature) Dateffime
i- L//S/ ) /VI V.
Method of Shipment:
Note: Original sent with shipment
Copy retained by collector
P.O. Box 473 • 106 Short Street • Kernersville• North Carolina 27284 • 336-996-2941 • Fax [phone]

ARESEARCh & ANAlyTicAL
..• LAbORATORiES,INC.
Analytical/Process Consultations
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of Randleman WWTP County: Randolph Pipe #: 001 NPDES : NC0025445
Collector (Print): )1e-f-¢- CZ' ill f'-y Contact Person: Michael Glass
Collector (Signature:??/r-e,/ Address:3475 Applewood Rd. Randleman.NC 27317
Phone Number: [phone]
Sample Collection
Temp Analysis
Sample Date/ Date/ Temp Sample Type No. of Upon Required
Lab # Description Time Time 1°C) containers Arrival (acute, chronic
(RAL only) (see note) Started Ended End Comp. Grab sent (°1C)) bioassay)
Post CL2 `�`)--,2" <i-)6,`, _.„, V '2_ r bioassay,
SiDI 0 U`' L ' Plant EFF. 07 h c,SD,-, 5 II /L \ Fathead minnows
for Sample Description please use Effluent, Influent, Upstream, Post Cl,, Etc.
y: (Si sat e Date/Time
Relinquished b : (Signature) ei ed
q Y
ail2 ' 7,0b
Reli)quishe by: Sign Received by: (Signature) Date/Time
L.I v I CO
Method of Shipment:
Note: Original sent with shipment
Copy retained by collector
PO. Box 473 • 106 Short Street • Kernersville. Ncrth Carolina 27284 • 336-996-2841 • Fax [phone]

ARESEARCI-1 & ANAlyTICAl
LABORATORIES,INC.
Analytical/Process Consultations
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of Randleman VVVVrP County: Randolph
Pipe #: 001 NPDES #: NC0025445
Collector (Print):-B,-c}f (. ,,,,Sic
/ Contact Person: Michael Glass
Collector (Signature:hiu` t ��._ 3475 A
Address: pp ewood Rd. Randleman,NC 27317
Phone Number: [phone]
Sample Collection
Sample Date/ Date/ Temp Sample Type Temp Analysis
Lab # Description Time Time (°C) No. of Upon Required
(RAL only) (see note*) Started Ended End Comp. Grab containers Arrival (acute, chronic
()qZ -(U Post CL2 ?`i'IC--)D (-1-0-)o
sent (°C) bioassay)
Plant EFF. p,^;cc C7PU Z- V 2:5 `4, bioassay,
2 cc,,,' Fathead minnows
' for Sample Description please use Effluent, Influent, Upstream, Post Cl2, Etc.
Relinquished by: (Signature)ature) Rec d by: isnature)
f Date/Time
ageReli i � �` / C� ' Zb
(Signature) Rec rived by:
. nature)
T ate/Time
ethod of Shipment: / i ((
a/v-------
0.,Gi '+->o g,, 3 a /�(
'`� 07�z-0 /-�
Note:
Original
g sent with shipment
Copy retained by collector
P.O. Box 473 • 106 Short Street - Kernersville. North Carolina 27284 • 336-996-2841 • Fax [phone]

ARESEARCh & ANAlyTICAL
LABORATORIES, INC. -
Analytical/Process Consultations
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of Randleman VWVI P County: Randolph Pipe #: 001 NPDEs #: NC0025445
Collector (Print):-trc* 61-6r•s Ivy Contact Person: Michael Glass
Collector (Signature:,l), �' Address: 3475 Applewood Rd. Randleman,NC 27317
Phone Number: [phone]
Sample Collection
Date/ Date/ Tem Temp Analysis
Sample p Sample Type No. of Upon Required
Lab # Description Time Time (°C
containers Arrival (acute, chronic
(RAL only) (see note*) Started Ended End Comp. Grab sent (°C) bioassay)
Post CL2 t
5 bioassay,
y��` Plant EFF. pscc vSoC � ?j, Fathead minnows
for Sample Description please use Effluent, Influent, Upstream, Post Cl2, Etc.
Relinquished
by: (Signature) R eiv d,by- (Signatureej�, Date/Time
la 20
Relin she by:/Si re) Received by: (Signature) Date/Time DO—DO
7:7L 16je
Method of Shipment:
(/our---1 I-2 t3, 4 s 5 fr 0C� y.e 7
Note: Original sent with shipment
Copy retained by collector
PD. Box 473 • 106 Short Street • Kernersville, North Carolina 272a4 • 336-996-2841 • Fax [phone]

Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:7/31/2020
Facility: City of Randleman WWTP NPDES#NCOO 25445 Pipe#: 001 County: Randolph
Laboratory: Research&Analytical Laboratories Comments Final Effluent
x
Stgnatu of O or Responsible Charge
x
Sign 4t. story bupervisor RAL#85011-01,85204-01,85244-01
MAIL ORIGINAL 10: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh,NC 27699-1621
Test Initiation Date/Time 7/22/2020 / 1:19PM Avg Wt/Surv.Control 0.7750 Test Organisms
EH. Repl. 1 2 3 4 r Cultured In-House
Control Surviving# 15 15 15 15 %Survival 100.0 Outside Supplier
Original# 15 15 15 15
Wt/original(mg) 0.7707 0.7740 0.7807 0.7747 Avg Wt(mg) 0.7750 Hatch Date: 7/20/2020
17.50 Surviving# 15 15 15 15 %Survival 100.0 Hatch Time: >1600
Original# 15 15 15 15
WVoriginal(mg) 0.7880 0.7860 - 0.7900 0.7840 Avg Wt(mg) 0.7870
26.00 Surviving# 15 15 15 15 %Survival 100.0
Original# 15 15 15 15
Wt/original(mg) 0.7813 0.7847 0.7740 0.7793 Avg Wt(mg) 0.7798
35.00 Surviving# 15 15 15 15 %Survival 100.0
Original# 15 15 15 15
WVoriginal(mg) 0.7827 0.7787 0.7840 0.7807 Avg Wt(mg) 0.7814
52.50 Surviving# 15 15 15 15 %Survival 100.0
Original# 15 15 15 15
Wt/original(mg) 0.7787 0.7727 0.7747 0.7760 Avg Wt(mg) 0.7755
70.00 Surviving# 15 15 15 15 %Survival 100.0
Original# 15 15 15 15
WVoriginal(mg) 0.7673 0.7653 0.7713 0.7753 Avg Wt(mg) 0.7698
Water Quality Data Day
Control 0 1 2 3 4 5 6
pH(SU)Init/Fin 7.07 I 7.05 7.10 / 7.04 7.09 / 7.07 7.13 I 7.10 7.08 / 7.11 7.14 / 7.10 7.08 / 7.04 I
DO(mg/L) Init/Fin 8.6 / 8.4 8.6 / 8.3 8.6 I 8.2 8.5 / 8.1 8.6 / 8.3 8.5 / 8.2 8.5 / 8.1
Temp(C)Init/Fin 24.6 I 24.7 24.6 / 24.6 24.5 / 24.6 24.5 / 25.8 25.6 / 25.2 25.7 I 24.9 25.3 / 25.1
High Concentration 0 1 2 3 4 5 6
pH(SU)IniVFin 7.05 / 6.98 7.03 I 6.97 7.00 I 6.94 6.99 I 6.97 7.00 / 6.95 7.08 / 7.03 7.10 / 6.99
DO(mg/L)Int/Fin 8.8 / 8.2 8.5 / 8.2- 8.5 / 8.1 8.8 / 8.3 8.5 / 8.2 8.5 / 8.1 8.8 / 8.3
Temp(C)Init/Fin 24.8 / 24.6 24.5 / 24.6 24.5 I 24.4 24.5 1 24.8 24.7 1 24.7 24.8 / 24.7 24.9 / 24.9
Sample 1 2 3 Survival Growth Overall Result
Collection Start Date 7/20/2020 7/23/2020 7/26/2020 Normal r PI' ChV >70.0%
Grab Horn.Var. ri Fl.
Composite(Duration) 24 24 24 NOEC 70.00 70.00
Hardness(mg/L) 51 58 53 LOEC >70.0% >70.0%
Alkalinity(mg/L) 44 46 34 ChV >70.0% >70.0%
Conductivity(umhos/cm) 400 350 402 Method Steels Dunnetts
Chlorine(mg/L) 0.03 0.03 0.04
Temp.at Receipt(°C) 2.9 2.7 2.7 Stats Survival Growth
Conc. Critical Calculated Critical Calculated
Dilution H2O 17.50 10 26 2.41 -4.7307
Hardness(mg/L) 97 28.00 10 22.5 2.41 •1.8982
Alkalinity(mg/L) 62 35.00 10 24.5 2.41 -2.4987
Conductivity(umhos/cm) 399 52.50 10 19.5 2.41 -0.1975
70.00 10 14 2.41 2.0641
DWQ Form AT-5(1/04)

ARESEARCh & ANALyTiCAL
LAbORATORiES,INC. -
Analytical/Process Consultations
EM'''
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of Randleman VVVVfP Randolph
/� County: Pipe #: 001 NPDES #, NC0025445
Collector (Print): 3^� L7i
44 -,'Ite7S)ey Contact Person: Michael Glass
Collector (Signature: C>� __� Address: 3475 Applewood Rd. Randleman,NC 27317
G
Phone Number: [phone]
Sample Collection
Date/ Date; TempTemp Analysis
Sample Sample Type No. of Upon Required
Lab it Description Time Time 1°C) containers Arrival
(RAL only) (see notes) Started Ended End Comp. Grab (acute, chronic
°
sent 1°C) bioassay)
Post CL2 22o-2° 7 21-2c r —
Z°� / bioassay;
�'; Plant EFF. v 9co �>4 cc., `� Fathead minnows
Z-"-1
* for Sample Description please use Effluent, Influent, Upstream, Post Cl2, Etc.
Relinquished (Signature): (Si
Y 9 ) Rece' re) Date/Time
nb I35-/
Relin y (Signature) Received by: (Signature) Time
S `--j t"`Zj 7 Z//Zv HvHST
,
method of Shipment: G'--�--
Mo oe,"‘ D, 41)+1 7-2z—'-' % x «.�
flc�15�,
Note: Original sent with shipment
Copy retained by collector
P.O. Box 473 • 106 Short Street • Kernersville. North Carolina 27284 • 336-996-2841 • Fax [phone]

RESEARCIi & ANAtyTICAl
LABORATORIES,INC.
Analytical/Process ConsultaLions
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of Randleman WV TP Randolph
County: p pipe it, 001 NppEs : NC0025445
Collector (Print):—grc+F -`-"`r 5 Michael Glass
Contact Person:
Collector (Signature: -' -c--. Address: 3475 Appiewood Rd. Randleman,MC 27317
Phone Number: [phone]
Sample Collection
Sample Date.' Date/ Temp Sample TypeTemp Analysis
Lab # Description Time Time 1°C) p No. of Upon Required
(RAL only) (see note*) Started Ended End Comp. Grab containers Arrival (acute, chronic
sent (°C) bioassay)
V
r Post CL2 7-23 2° 7-24 2�
Plant EFF. 0900 6'��`' 74- bioassay,
Fathead minnows
' for Sample Description please use Effluent, Influent, Upstream, Post C12, Etc.
Relinquished by: (Signature) RA ,, �� " nature)
/,V� Date/Time
l y c y7
Reli ish • nature) Received by: (Sign tur ) i ) r Date/Time
u
/
et -T4),//7.e.) I 2 DJ --
hod o Shipment:
r1400 asS, c_
Note: Original sent with shipment
Copy retained by collector
P.O. Box 473 • 10e Short Street • Kernersville. North Carolina 27284 • 336-S25-2841 • Fax [phone]

A - RESEARCh & ANAIyTICA[
LABORATORIES,INC.
Analytical/Process Consultations
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of jR�andleman WVVTP County: Randolph Pipe #: 001 NPDEs #: NC0025445
Collector (Print):-LY'c�-A- Ci{y $I2y Contact Person: Michael Glass
Collector (Signature:,
Address: 3475 Applewood Rd. Randleman,NC 27317
Phone Number: [phone]
Sample Collection
Temp Analysis
Sample Date/ Date/ Temp Sample Type No. of Upon Required
Lab # Description Time Time 1°C) containers Arrival (acute, chronic
(RAL only) (see note') Started Ended End Comp. Grab sent 1°C) bioassay)
5 y of Post C� 7.2 �0 z7 zo
�
z
Plant EFF. uyCo c, cc ,� bioassay,
1 Q..-7 Fathead minnows
I
• for Sample Description please use Effluent, Influent, Upstream, Post Cl.,, Etc.
Relinquished by: (Signature) ;Piecetd 1 .gr/ature)/ Date/Time
)7ul/ --
'/e. 2„: �: /45
1•nr1,wished b 1 I t (
,. � g wrel Receive by• ( �9na}tur } Date/Time
Method of Shipment: j 1-0
/� n p�
NlO✓GA i0 th. 0a,, �. Pee (�4( 7 Y- 77„
Note: Original sent with shipment JJJ///
Copy retained by collector
P.O. Box 473 • 106 Short Street • Kernersville, North Carolina 27284 • 336-996-2841 • Fax [phone]

Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:10/15/2020
Facility: City of Randleman WWTP NPDES-t NCOO 25445 Pipe#: 001 County: Randolph
Laboratory: Research&Analytical Laboratories Comments Final Effluent
x I 4
igna'ne o • esponsi•a arge
x
I. - ure 0.:art: ory upervisor rtAL a 88504.01,88/46-01.88794-01
MAIL ORIGINAL 1 O: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh,NC 27699-1621
Test Initiation Date/Time 10/712020 / 1:09PM Avg Wt/Surv.Cantrell 0.79221 Test Organisms
%Eff. Repl. 1 2 3 4 7 Cultured In-House
Control Surviving# 15 15 15 15 %Survival 100.0 r' Outside Supplier
Original# 15 15 15 15
Wt/original(mg) 0.7900 0.7940 0.7960 0.7887 Avg Wt(mg) 0.7922 Hatch Date: 10/5/2020 1
17.50 Surviving# 15 15 15 15 %Survival 100.0 Hatch Time:>1600
Original# 15 15 15 15
Wt/original(mg) 0.7980 0.7953 0.8000 0.7993 _ Avg Wt(mg) 0.7982
28.00 Surviving# 15 15 15 15 %Survival 100.0
Original# 15 15 15 15
Wt/original(mg) 0.8007 0.8020 0.7980 0.7973 Avg Wt(mg) 0.7995
35.00 Surviving# 15 15 15 15 %Survival 100.0
Original# 15 15 15 15
Wt/original(mg) 0.7993 0.7940 0.7927 0.7947 Avg Wt(mg) 0.7952
52.50 Surviving# 15 15 15 15 %Survival 100.0
Original# 15 15 15 15 '
Wt/original(mg) 0.7900 0.7913 0.7947 0.7887 Avg Wt(mg) 0.7912
70.00 Surviving# 15 15 15 15 %Survival 100.0
Original# 15 15 15 15
Wt/original(mg) 0.7933 0.7960 0.7873 0.7913 Avg Wt(mg) 0.7920
Water Quality Data Day
Control 0 1 2 3 4 5 6
pH(SU)Init/Fin 7.13 / 7.10 7.07 I 7.04 7.16 / 7.10 7.20 1 7.19 7.24 / 7.21 7.19 I 7.15 7.14 / 7.10
DO(mg/L) !nit/Fin 8.6 / 8.3 8.6 / 8.3 8.5 / 8.2 8.6 / 8.3 8.6 / 8.3 8.5 / 8.1 8.5 / 8.2
Temp(C)Init/Fin 25.0 / 24.6 24.7 / 24.5 24.5 / 24.4 24.6 / 24.5 24.5 / 24.5 24.4 / 24.8 24.5 / 24.5
High Concentration 0 1 2 3 4 5 6
pH(SU)Init/Fin 7.45 / 7.42 7.40 / 7.36 7.42 / 7.37 7.40 1 7.35 7.37 / 7.38 7.39 / 7.40 7.44 / 7.37
DO(mg/L)Int/Fin 8.6 / 8.2 8.5 / 8.3 8.5 / 8.2 8.5 / 8.2 8.6 / 8.3 8.5 / 8.2 8.6 / 8.3
Temp(C)Init/Fin 24.6 I 24.5 24.6 I 24.4 24.5 1 24.5 24.4 / 24.5 24.4 / 24.5 24.5 / 24.5 24.4 / 24.4
Sample 1 2 3 Survival Growth Overall Result
Collection Start Date 10/5/2020 10/8/2020 10/11/2020 Normal ri: Ft- ChV >70.0%
Grab Horn.Var. ri Ft
Composite(Duration) 24 24 24 NOEC 70.00 70.00
Hardness(mg/L) 47 49 45 LOEC >70.0% >70.0%
Alkalinity(mg/L) 40 42 36 ChV >70.0% >70.0%
Conductivity(umhos/cm) 419 397 334 Method Steels Dunnetts
Chlorine(mg/L) 0.01 0.04 0.03
Temp.at Receipt(CC) 2.1 3.2 2.5 Stats Survival Growth
Conc. Critical Calculated Critical Calculated
Dilution H2O 17.50 10 25 2.41 -2.9528
Hardness(mg/L) 97 26.00 10 26 2.41 -3.6200
Alkalinity(mg/L) 63 35.00 10 21.5 2.41 -1.4826
Conductivity(umhos/cm) 396 52.50 10 17 2.41 0.4942
70.00 10 17.5 2.41 0.0988
DWQ Form AT-5(1/04)
I

ARESEARCh & ANALYTICAL
LABORATORIES,INC. -
Analytical/Process Consultations
1
BIOASSAY CHAIN OF CUSTODY RECORD1
Client: City of Randleman WWTP Randolph
County: Pipe #: 001 NPDES #: NC0025445
Collector (Print): J>ck-f C-1,,-;,rnsc--1,
_ Contact Person: Michael Glass
3475 Applewood Rd. Randleman,NC 27317
Collector (Signature: Address:
Phone Number: [phone]
Sample Collection
Sample Date/ Date/ Temp Sam le T Temp Analysis
Lab # Description Time Time 1°C) p ype No. of Upon Required
(RAL only) (see note*) Started Ended End Comp. Grab containers ACal (acute, chronic
sent 1°C) bioassay)
� Post CL2 /o S7a 10-c to T.dc.
$`���nT U) Plant EFF. oleo 030, ' " J>/ bioassay,
7 -
' Fathead minnows
• for Sample Description please use Effluent, Influent, Upstream, Post Cl2, Etc.
Relinquised (Signal e) Received by: (Signature}
ri
Date/Time
j
Relin D b/eu 17
ed by: (Signature) Received by: (Signature) /
ate/Time
7rvA/U 420 (� �Qt--- '1i��
Method of Shipment:
~ts�� I o�6�� IYs
114°,) e-.1. 4-•o B. , ,..5,,,,7 gr,i.thi /0_2_, 7,-.5t,_....
Note: Original sent with shipment
Copy retained by collector
P0. Box 473 • 106 Short Street - Kernersville. North Carolina 27284 • 336-996-2841 - Fax [phone]

RESEARCI-I & ANA[yTICA[
LABORATORIES, INC.
Analytical/Process Consultations
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of Randleman WWTP Randolph Pipe #: 001 NPDES #: NC0025445
County
Collector (Print): -Breil4
&' ,u1�!-eey _ Contact Person: Michael Glass
Collector (Signature: 1 Address: 3475 Applewood Rd. Randieman,NC 27317
Phone Number: [phone]
Sample Collection
Date/ Date/ TempTemp Analysis
Samplep Dime Timea (oC Sample Type No. of Upon Required
Lab It Descriptioncontainers Arrival (acute, chronic
(RAL only) (see note*) Started Ended End Comp. Grab sent (°C) bioassay)
Post CL2 0-0-20 10-5-2o
tI4,_of Plant EFF. a;,� 05cr,
s9` bioassay,
Fathead minnows
* for Sample Description please use Effluent, Influent, Upstream, Post Cl2, Etc.
Relinquished by: (Signature) Rec Yid by: (Signature) Date/Time
ro-9 ,
Rehr).." :d by: (Signature) Received by
: (Signature) Date/Time
Method of Shipment:
c 1L
Note: Original sent with shipment
Copy retained by collector
PO. Box 473 • 106 Short Street • Kernersville. North Carolina 27284 • 336-996-2841 • Fax [phone]

ARESEARCIi & ANALYTICAL
LABORATORIES, INC.
Analytical/Process Consultations
BIOASSAY CHAIN OF CUSTODY RECORD
Client: City of Randleman WWTP County: Randolph Pipe #: 001 NPDEs #: NC0025445
Collector (Print): -1-f (irItkslei Contact Person: Michael Glass
Collector (Signature: Address: 3475 Applewood Rd. Randleman,NC 27317
Phone Number: [phone]
Sample Collection
Temp Analysis
Sample Date/ Date/ Temp Sample Type No. of Upon Required
Lab # Description Time Time 1°C) containers Arrival (acute, chronic
(RAL only) (see note`) Started Ended End Comp. Grab sent 1°C) bioassay)
\� POSt CL2 JG'fi)D lYII 1c pc
� l �\ Plant EFF. c ago v� V I a - 5 bioassay,
S Fathead minnows
• for Sample Description please use Effluent, Influent, Upstream, Post CI„ Etc.
Relinquished by: (Signature) Re eiv d b : ( • n (rel Date Time
Lin ished by: (Signature) Received by: (Sig turf Date/Time
Method of Shipment:
Note: Original sent with shipment
Copy retained by collector
P.Q. Box 473 • 106 Snort Street • <ernersvdle, Ncrtr Carolina 27284 • 336-996-2841 • Fax [phone]

/ Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:2/11/2021
Facility: Randleman NPDES#NC00 25445 Pipe#. 001 County: Randolf
Laboratory: Meritech, Inc.(Lab#NCO27) Comments'
x
Signature of Operator in 1 Charge/Email Address/Phone Number
x ,/z
Signature of Laboratory Supervisor
MAIL ORIGINAL TO: Water Sciences Section
Aquatic Toxicology Branch
Division of Water Resources
1621 Mail Service Center
Raleigh,N.C.27699-1621
Test Initiation Date/Time 2/2/2021 3:30 PM Avg Wt/Surv.Control 0.570 Test Organisms
%Eff. Repl. 1 2 3 4 r Cultured In-House
Control Surviving# 10 10 10 10 %Survival 100.0 7 Outside Supplier
Original# 10 10 10 10
Wt/original(mg) 0.568 0.615 0.572 0.523 Avg Wt(mg) 0.570 Hatch Date: 2/1/21
8.75 Surviving# 10 10 10 10 %Survival 100.0 Hatch Time: 3:00 pm to
Original# 10 10 10 10 4:00 pm CST
Wt/original(mg) 0.648 0.485 0.616 0.600 Avg Wt(mg) 0.587
17.5 Surviving# 10 10 9 10 %Survival 97.5
Original# 10 10 10 10
Wt/original(mg) 0.566 0.598 0.547 0.613 Avg Wt(mg) 0.581
35 Surviving# 10 9 10 10 %Survival 97.5
Original# 10 10 10 10
Wt/original(mg) 0.530 0.581 0.499 0.493 Avg Wt(mg) 0.526
70 Surviving# 10 10 10 10 %Survival 100.0
Original# 10 10 10 10
WUoriginal(mg) 0.637 0.524 0.606 0.601 Avg Wt(mg) 0.592
100 Surviving# 10 10 10 10 %Survival 100.0
Original# 10 1 10 10 10
Wt/original(mg) 0.540 0.601 0.558 0.617 Avg Wt(mg) 0.579
Water Quality Data Day
Control 0 7.95 1 2 3 4 5 6
pH(SU)Init/Fin 7.59 i 7.70 7.95 / 7.81 7.82 / 7.69 7.88 / 7.80 7.79 1 7.66 7.91 / 7.80 7.94 / 7.44
DO(mg/L) Init/Fin 7.79 / 7.64 7.73 / 7.90 7.97 / 7.45 7.80 / 7.66 7.78 / 6.98 7.85 / 7.63 7.90 / 6.80
Temp(C)Init/Fin 24.5 / 24.8 24.7 / 24.9 24.3 / 25.5 25.1 / 25.1 24.6 / 24.4 24.5 / 24.8 24.3 / 25.3
High Concentration 0 1 2 3 4 5 6
pH(SU)Init/Fin 7.01 / 7.53 7.30 / 7.47 7.24 / 7.71 7.65 / 7.70 7.57 / 7.78 7.47 / 7.87 7.62 / 7.62
DO(mg/L) Init/Fin 8.29 / 7.55 7.85 / 7.60 8.33 / 7.34 7 75 / 7.79 7.83 / 7.11 8.08 r 7.57 8.09 r 6.70
Temp(C)Init/Fin 24.6 / 24.7 25.3 / 25.2 24.2 / 25.1 25.8 / 25.0 24.3 / 24.4 24.5 / 25.1 25.3 / 25.6
Sample 1 2 3 Survival Growth Overall Result
Collection Start Date 2/1/2021 2/3/2021 2/4/2021 Normal ri rl ChV >100
Grab Horn.Var. rl Ft
Composite(Duration) 24.0 24 0 24.0 NOEC 100 100
Hardness(mg/L) 56 62 62 LOEC _ >100 >100
Alkalinity(mg/L) 29 47 55 ChV >100 >100
Conductivity(umhos/cm) 270 323 ' 336 Method Steel's Dunnett's
Chlorine(mg/L) <0 1 <0.1 <0.1
Temp.at Receipt(CC) 0.8 0.6 1.6 Stats Survival Growth
Conc. Critical Calculated Critical Calculated
Dilution H2O Batch# 1539 1540 1541 8.75 10 18 2.41 -0.5482
Hardness(mg/L) 44 44 44 17.5 10 16 2.41 0.3552
Alkalinity(mg/L) 34 31 31 35 10 16 2.41 1.3511
Conductivity(umhos/cm) 165 164 167 70 10 18 2.41 -0.6949
100 10 18 2.41 ` -0.2934
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Appendix C : NC0025445
Randleman 3 Year Effluent
Analytical Data 2018 to 2020

RANDLEMAN EFFLUENT FLOW DATA
2018 2019 2020
Date MGD Date MGD Date MGD
1-Jan-2018 0.387 1-Jan-2019 0.799 1-Jan-2020 0.368
2-Jan-2018 0.743 2-Jan-2019 0.635 2-Jan-2020 0.515
3-Jan-2018 0.782 3-Jan-2019 0.706 3-Jan-2020 1.227
4-Jan-2018 0.380 4-Jan-2019 0.793 4-Jan-2020 0.932
5-Jan-2018 0.422 5-Jan-2019 0.879 5-Jan-2020 0.648
6-Jan-2018 0.366 6-Jan-2019 0.782 6-Jan-2020 0.830
7-Jan-2018 0.485 7-Jan-2019 1.120 7-Jan-2020 0.970
8-Jan-2018 0.817 8-Jan-2019 0.946 8-Jan-2020 0.870
9-Jan-2018 0.831 9-Jan-2019 0.783 9-Jan-2020 0.880
10-Jan-2018 0.902 10-Jan-2019 0.821 10-Jan-2020 0.878
11-Jan-2018 0.916 11-Jan-2019 0.864 11-Jan-2020 0.934
12-Jan-2018 1.270 12-Jan-2019 1.044 12-Jan-2020 0.867
13-Jan-2018 1.020 13-Jan-2019 0.862 13-Jan-2020 2.002
14-Jan-2018 0.919 14-Jan-2019 0.657 14-Jan-2020 1.989
15-Jan-2018 0.833 15-Jan-2019 0.376 15-Jan-2020 1.313
16-Jan-2018 0.909 16-Jan-2019 0.429 16-Jan-2020 1.270
17-Jan-2018 0.554 17-Jan-2019 0.895 17-Jan-2020 1.130
18-Jan-2018 0.567 18-Jan-2019 1.043 18-Jan-2020 1.152
19-Jan-2018 0.839 19-Jan-2019 0.911 19-Jan-2020 1.000
20-Jan-2018 0.709 20-Jan-2019 0.831 20-Jan-2020 0.638
21-Jan-2018 0.859 21-Jan-2019 0.863 21-Jan-2020 1.040
22-Jan-2018 0.963 22-Jan-2019 0.709 22-Jan-2020 1.063
23-Jan-2018 1.100 23-Jan-2019 0.474 23-Jan-2020 1.123
24-Jan-2018 0.912 24-Jan-2019 0.860 24-Jan-2020 1.956
25-Jan-2018 0.881 25-Jan-2019 0.758 25-Jan-2020 1.104
26-Jan-2018 0.725 26-Jan-2019 0.786 26-Jan-2020 0.742
27-Jan-2018 0.527 27-Jan-2019 0.752 27-Jan-2020 0.943
28-Jan-2018 1.370 28-Jan-2019 0.375 28-Jan-2020 0.884
29-Jan-2018 1.265 29-Jan-2019 0.374 29-Jan-2020 0.819
30-Jan-2018 0.963 30-Jan-2019 0.296 30-Jan-2020 0.764
31-Jan-2018 0.892 31-Jan-2019 0.810 31-Jan-2020 1.048
1-Feb-2018 0.884 1-Feb-2019 0.666 1-Feb-2020 0.554
2-Feb-2018 0.873 2-Feb-2019 0.460 2-Feb-2020 0.569
3-Feb-2018 0.695 3-Feb-2019 0.546 3-Feb-2020 0.912
4-Feb-2018 1.089 4-Feb-2019 0.871 4-Feb-2020 0.915
5-Feb-2018 1.014 5-Feb-2019 0.782 5-Feb-2020 0.829
6-Feb-2018 0.923 6-Feb-2019 0.783 6-Feb-2020 1.176
7-Feb-2018 1.369 7-Feb-2019 0.848 7-Feb-2020 1.361
8-Feb-2018 0.973 8-Feb-2019 0.519 8-Feb-2020 0.763
9-Feb-2018 0.917 9-Feb-2019 0.308 9-Feb-2020 0.580
10-Feb-2018 0.969 10-Feb-2019 0.577 10-Feb-2020 0.932
11-Feb-2018 0.965 11-Feb-2019 0.826 11-Feb-2020 1.417
12-Feb-2018 0.938 12-Feb-2019 0.767 12-Feb-2020 1.049
13-Feb-2018 0.919 13-Feb-2019 0.614 13-Feb-2020 1.283
14-Feb-2018 0.895 14-Feb-2019 1.129 14-Feb-2020 0.876
15-Feb-2018 0.895 15-Feb-2019 0.614 15-Feb-2020 0.441
16-Feb-2018 0.649 16-Feb-2019 0.710 16-Feb-2020 0.509
17-Feb-2018 0.453 17-Feb-2019 1.012 17-Feb-2020 0.879
18-Feb-2018 0.500 18-Feb-2019 1.253 18-Feb-2020 0.976
19-Feb-2018 0.882 19-Feb-2019 1.219 19-Feb-2020 0.911
20-Feb-2018 0.843 20-Feb-2019 1.533 20-Feb-2020 1.059
Randleman Effluent Flow Data 2018 to 2020 1

RANDLEMAN EFFLUENT FLOW DATA
2018 2019 2020
Date MGD Date MGD Date MGD
21-Feb-2018 0.848 21-Feb-2019 1.686 21-Feb-2020 0.820
22-Feb-2018 0.822 22-Feb-2019 1.854 22-Feb-2020 0.444
23-Feb-2018 0.821 23-Feb-2019 1.650 23-Feb-2020 0.554
24-Feb-2018 0.868 24-Feb-2019 1.217 24-Feb-2020 1.037
25-Feb-2018 0.781 25-Feb-2019 1.121 25-Feb-2020 1.104
26-Feb-2018 0.761 26-Feb-2019 1.018 26-Feb-2020 0.858
27-Feb-2018 0.726 27-Feb-2019 1.211 27-Feb-2020 0.924
28-Feb-2018 0.880 28-Feb-2019 1.135 28-Feb-2020 0.706
1-Mar-2018 1.213 1-Mar-2019 1.357 29-Feb-2020 0.403
2-Mar-2018 0.750 2-Mar-2019 0.771 1-Mar-2020 0.480
3-Mar-2018 0.415 3-Mar-2019 1.206 2-Mar-2020 0.913
4-Mar-2018 0.529 4-Mar-2019 1.303 3-Mar-2020 0.952
5-Mar-2018 0.827 5-Mar-2019 1.057 4-Mar-2020 0.845
6-Mar-2018 1.126 6-Mar-2019 1.038 5-Mar-2020 0.877
7-Mar-2018 0.958 7-Mar-2019 0.928 6-Mar-2020 0.751
8-Mar-2018 0.844 8-Mar-2019 0.672 7-Mar-2020 0.508
9-Mar-2018 0.832 9-Mar-2019 0.639 8-Mar-2020 0.469
10-Mar-2018 0.659 10-Mar-2019 0.647 9-Mar-2020 0.868
11-Mar-2018 0.687 11-Mar-2019 0.918 10-Mar-2020 0.848
12-Mar-2018 1.406 12-Mar-2019 0.881 11-Mar-2020 0.806
13-Mar-2018 0.980 13-Mar-2019 0.909 12-Mar-2020 0.847
14-Mar-2018 0.858 14-Mar-2019 0.981 13-Mar-2020 0.757
15-Mar-2018 0.942 15-Mar-2019 0.837 14-Mar-2020 0.561
16-Mar-2018 0.823 16-Mar-2019 0.919 15-Mar-2020 0.487
17-Mar-2018 0.462 17-Mar-2019 0.596 16-Mar-2020 0.880
18-Mar-2018 0.502 18-Mar-2019 0.927 17-Mar-2020 0.848
19-Mar-2018 1.084 19-Mar-2019 0.812 18-Mar-2020 0.838
20-Mar-2018 1.289 20-Mar-2019 1.106 19-Mar-2020 0.844
21-Mar-2018 1.114 21-Mar-2019 1.371 20-Mar-2020 0.723
22-Mar-2018 0.920 22-Mar-2019 0.950 21-Mar-2020 0.406
23-Mar-2018 0.871 23-Mar-2019 0.519 22-Mar-2020 0.493
24-Mar-2018 1.254 24-Mar-2019 0.597 23-Mar-2020 1.038
25-Mar-2018 1.139 25-Mar-2019 0.988 24-Mar-2020 1.315
26-Mar-2018 0.932 26-Mar-2019 0.452 25-Mar-2020 1.341
27-Mar-2018 0.909 27-Mar-2019 0.870 26-Mar-2020 0.847
28-Mar-2018 0.893 28-Mar-2019 0.863 27-Mar-2020 0.464
29-Mar-2018 0.773 29-Mar-2019 0.747 28-Mar-2020 0.439
30-Mar-2018 0.510 30-Mar-2019 0.421 29-Mar-2020 0.486
31-Mar-2018 0.410 31-Mar-2019 0.536 30-Mar-2020 0.793
1-Apr-2018 0.458 1-Apr-2019 0.833 31-Mar-2020 0.880
2-Apr-2018 0.799 2-Apr-2019 0.623 1-Apr-2020 0.832
3-Apr-2018 0.926 3-Apr-2019 1.217 2-Apr-2020 0.628
4-Apr-2018 0.850 4-Apr-2019 0.790 3-Apr-2020 0.352
5-Apr-2018 0.843 5-Apr-2019 1.157 4-Apr-2020 0.375
6-Apr-2018 0.929 6-Apr-2019 0.531 5-Apr-2020 0.673
7-Apr-2018 1.103 7-Apr-2019 0.581 6-Apr-2020 0.423
8-Apr-2018 0.885 8-Apr-2019 1.531 7-Apr-2020 0.373
9-Apr-2018 0.850 9-Apr-2019 1.311 8-Apr-2020 0.373
10-Apr-2018 0.808 10-Apr-2019 1.034 9-Apr-2020 0.406
11-Apr-2018 0.893 11-Apr-2019 0.963 10-Apr-2020 0.360
12-Apr-2018 0.861 12-Apr-2019 1.047 11-Apr-2020 0.364
Randleman Effluent Flow Data 2018 to 2020 2

RANDLEMAN EFFLUENT FLOW DATA
2018 2019 2020
Date MGD Date MGD Date MGD
13-Apr-2018 0.699 13-Apr-2019 1.456 12-Apr-2020 0.379
14-Apr-2018 0.424 14-Apr-2019 0.910 13-Apr-2020 0.728
15-Apr-2018 0.900 15-Apr-2019 1.050 14-Apr-2020 0.379
16-Apr-2018 1.032 16-Apr-2019 0.975 15-Apr-2020 0.376
17-Apr-2018 0.936 17-Apr-2019 0.906 16-Apr-2020 0.360
18-Apr-2018 0.850 18-Apr-2019 0.748 17-Apr-2020 0.356
19-Apr-2018 0.834 19-Apr-2019 0.582 18-Apr-2020 0.373
20-Apr-2018 0.842 20-Apr-2019 0.454 19-Apr-2020 0.388
21-Apr-2018 0.675 21-Apr-2019 0.565 20-Apr-2020 0.951
22-Apr-2018 0.447 22-Apr-2019 0.876 21-Apr-2020 0.889
23-Apr-2018 1.304 23-Apr-2019 0.915 22-Apr-2020 0.877
24-Apr-2018 1.883 24-Apr-2019 0.904 23-Apr-2020 0.945
25-Apr-2018 1.526 25-Apr-2019 0.863 24-Apr-2020 0.673
26-Apr-2018 1.402 26-Apr-2019 0.923 25-Apr-2020 0.462
27-Apr-2018 1.170 27-Apr-2019 0.677 26-Apr-2020 0.561
28-Apr-2018 0.594 28-Apr-2019 0.517 27-Apr-2020 0.770
29-Apr-2018 0.582 29-Apr-2019 0.782 28-Apr-2020 0.703
30-Apr-2018 0.821 30-Apr-2019 0.829 29-Apr-2020 0.906
1-May-2018 0.791 1-May-2019 0.846 30-Apr-2020 1.327
2-May-2018 0.834 2-May-2019 0.844 1-May-2020 0.589
3-May-2018 0.871 3-May-2019 0.595 2-May-2020 0.430
4-May-2018 0.899 4-May-2019 0.450 3-May-2020 0.459
5-May-2018 0.813 5-May-2019 0.670 4-May-2020 0.789
6-May-2018 0.837 6-May-2019 0.890 5-May-2020 0.802
7-May-2018 0.789 7-May-2019 0.771 6-May-2020 0.762
8-May-2018 0.812 8-May-2019 0.816 7-May-2020 0.762
9-May-2018 0.884 9-May-2019 0.744 8-May-2020 0.500
10-May-2018 0.808 10-May-2019 0.885 9-May-2020 0.354
11-May-2018 0.647 11-May-2019 0.714 10-May-2020 0.393
12-May-2018 0.386 12-May-2019 0.460 11-May-2020 0.721
13-May-2018 0.397 13-May-2019 0.899 12-May-2020 0.808
14-May-2018 0.829 14-May-2019 0.863 13-May-2020 0.794
15-May-2018 0.788 15-May-2019 0.830 14-May-2020 0.624
16-May-2018 0.879 16-May-2019 0.867 15-May-2020 0.365
17-May-2018 0.866 17-May-2019 0.777 16-May-2020 0.330
18-May-2018 1.004 18-May-2019 0.631 17-May-2020 0.385
19-May-2018 0.789 19-May-2019 0.741 18-May-2020 0.926
20-May-2018 0.482 20-May-2019 0.842 19-May-2020 1.454
21-May-2018 0.845 21-May-2019 0.821 20-May-2020 1.898
22-May-2018 0.851 22-May-2019 0.891 21-May-2020 1.632
23-May-2018 0.653 23-May-2019 0.861 22-May-2020 0.642
24-May-2018 0.854 24-May-2019 0.579 23-May-2020 0.377
25-May-2018 0.854 25-May-2019 0.453 24-May-2020 0.637
26-May-2018 0.207 26-May-2019 0.384 25-May-2020 0.467
27-May-2018 0.350 27-May-2019 0.465 26-May-2020 0.335
28-May-2018 0.549 28-May-2019 0.875 27-May-2020 1.179
29-May-2018 0.907 29-May-2019 0.812 28-May-2020 0.804
30-May-2018 0.769 30-May-2019 0.309 29-May-2020 0.594
31-May-2018 0.872 31-May-2019 0.793 30-May-2020 0.483
1-Jun-2018 0.865 1-Jun-2019 0.799 31-May-2020 0.418
2-Jun-2018 0.635 2-Jun-2019 0.635 1-Jun-2020 0.803
Randleman Effluent Flow Data 2018 to 2020 3

RANDLEMAN EFFLUENT FLOW DATA
2018 2019 2020
Date MGD Date MGD Date MGD
3-Jun-2018 0.406 3-Jun-2019 0.706 2-Jun-2020 0.890
4-Jun-2018 0.850 4-Jun-2019 0.793 3-Jun-2020 0.887
5-Jun-2018 0.804 5-Jun-2019 0.879 4-Jun-2020 0.818
6-Jun-2018 0.839 6-Jun-2019 0.782 5-Jun-2020 0.595
7-Jun-2018 0.478 7-Jun-2019 1.120 6-Jun-2020 0.367
8-Jun-2018 0.847 8-Jun-2019 0.946 7-Jun-2020 0.476
9-Jun-2018 0.838 9-Jun-2019 0.783 8-Jun-2020 0.811
10-Jun-2018 0.792 10-Jun-2019 0.821 9-Jun-2020 0.745
11-Jun-2018 0.949 11-Jun-2019 0.864 10-Jun-2020 0.816
12-Jun-2018 _ 0.798 12-Jun-2019 1.044 11-Jun-2020 0.680
13-Jun-2018 0.868 13-Jun-2019 0.862 12-Jun-2020 0.355
14-Jun-2018 0.807 14-Jun-2019 0.657 13-Jun-2020 0.334
15-Jun-2018 0.623 15-Jun-2019 0.376 14-Jun-2020 0.368
16-Jun-2018 0.333 16-Jun-2019 0.429 15-Jun-2020 0.772
17-Jun-2018 0.436 17-Jun-2019 0.895 16-Jun-2020 1.248
18-Jun-2018 0.814 18-Jun-2019 1.043 17-Jun-2020 0.929
19-Jun-2018 0.808 19-Jun-2019 0.911 18-Jun-2020 0.843
20-Jun-2018 0.820 20-Jun-2019 0.831 19-Jun-2020 0.559
21-Jun-2018 0.804 21-Jun-2019 0.863 20-Jun-2020 0.446
22-Jun-2018 0.808 22-Jun-2019 0.709 21-Jun-2020 0.424
23-Jun-2018 0.823 23-Jun-2019 0.474 22-Jun-2020 0.799
24-Jun-2018 0.732 24-Jun-2019 0.860 23-Jun-2020 0.601
25-Jun-2018 0.842 25-Jun-2019 0.758 24-Jun-2020 0.318
26-Jun-2018 0.872 26-Jun-2019 0.786 25-Jun-2020 0.318
27-Jun-2018 0.805 27-Jun-2019 0.752 26-Jun-2020 0.295
28-Jun-2018 0.485 28-Jun-2019 0.375 27-Jun-2020 0.316
29-Jun-2018 0.352 29-Jun-2019 0.374 28-Jun-2020 0.309
30-Jun-2018 0.364 30-Jun-2019 0.296 29-Jun-2020 0.311
1-Jul-2018 0.358 1-Jul-2019 0.318 30-Jun-2020 0.310
2-Jul-2018 0.353 2-Jul-2019 0.308 1-Jul-2020 0.295
3-Jul-2018 0.326 3-Jul-2019 0.371 2-Jul-2020 0.282
4-Jul-2018 0.335 4-Jul-2019 0.291 3-Jul-2020 0.315
5-Jul-2018 0.302 5-Jul-2019 0.319 4-Jul-2020 0.289
6-Jul-2018 0.430 6-Jul-2019 0.365 5-Jul-2020 0.354
7-Jul-2018 0.331 7-Jul-2019 0.312 6-Jul-2020 0.341
8-Jul-2018 0.407 8-Jul-2019 0.821 7-Jul-2020 0.958
9-Jul-2018 0.716 9-Jul-2019 0.779 8-Jul-2020 0.957
10-Jul-2018 0.780 10-Jul-2019 0.778 9-Jul-2020 0.904
11-Jul-2018 0.820 11-Jul-2019 0.899 10-Jul-2020 0.594
12-Jul-2018 0.851 12-Jul-2019 0.752 11-Jul-2020 0.305
13-Jul-2018 0.784 13-Jul-2019 0.380 12-Jul-2020 0.411
14-Jul-2018 0.835 14-Jul-2019 0.449 13-Jul-2020 0.740
15-Jul-2018 0.773 15-Jul-2019 0.864 14-Jul-2020 0.736
16-Jul-2018 0.770 16-Jul-2019 0.747 15-Jul-2020 0.743
17-Jul-2018 0.712 17-Jul-2019 0.747 16-Jul-2020 0.528
18-Jul-2018 0.707 18-Jul-2019 0.729 17-Jul-2020 0.355
19-Jul-2018 0.753 19-Jul-2019 0.567 18-Jul-2020 0.385
20-Jul-2018 0.622 20-Jul-2019 0.365 19-Jul-2020 0.378
21-Jul-2018 0.347 21-Jul-2019 0.425 20-Jul-2020 0.758
22-Jul-2018 0.455 22-Jul-2019 0.807 21-Jul-2020 0.731
23-Jul-2018 0.921 23-Jul-2019 0.999 22-Jul-2020 0.747
Randleman Effluent Flow Data 2018 to 2020 4

RANDLEMAN EFFLUENT FLOW DATA
2018 2019 2020
Date MGD Date MGD Date MGD
24-Jul-2018 0.807 24-Jul-2019 0.7401 23-Jul-2020 0.610
25-Jul-2018 0.750 25-Jul-2019 0.718 24-Jul-2020 0.330
26-Jul-2018 0.776 26-Jul-2019 0.571' 25-Jul-2020 0.281
27-Jul-2018 0.712 27-Jul-2019 0.216 26-Jul-2020 0.319
28-Jul-2018 0.527 28-Jul-2019 0.484 27-Jul-2020 0.686
29-Jul-2018 0.392 29-Jul-2019 0.760 28-Jul-2020 0.828
30-Jul-2018 0.831 30-Jul-2019 0.709 29-Jul-2020 0.757
31-Jul-2018 0.797 31-Jul-2019 0.731 30-Jul-2020 0.661
1-Aug-2018 0.950 1-Aug-2019 0.998 31-Jul-2020 0.310
2-Aug-2018 1.145 2-Aug-2019 0.603 1-Aug-2020 0.301
3-Aug-2018 1.191 3-Aug-2019 0.309 2-Aug-2020 0.404
4-Aug-2018 0.405 4-Aug-2019 0.430 3-Aug-2020 0.958
5-Aug-2018 0.448 5-Aug-2019 0.698 4-Aug-2020 0.719
6-Aug-2018 0.794 6-Aug-2019 0.737- 5-Aug-2020 0.703
7-Aug-2018 1.020 7-Aug-2019 0.785 6-Aug-2020 0.597
8-Aug-2018 0.883 8-Aug-2019 0.703 7-Aug-2020 0.352
9-Aug-2018 0.841 9-Aug-2019 0.538 8-Aug-2020 0.353
10-Aug-2018 1.053 10-Aug-2019 0.284 9-Aug-2020 0.390
11-Aug-2018 0.875 11-Aug-2019 0.415 10-Aug-2020 1.341
12-Aug-2018 0.836 12-Aug-2019 0.544 11-Aug-2020 0.794
13-Aug-2018 0.773 13-Aug-2019 0.750_ 12-Aug-2020 0.737
14-Aug-2018 0.770 14-Aug-2019 0.746 13-Aug-2020 0.780
15-Aug-2018 0.496 15-Aug-2019 0.661 14-Aug-2020 0.711
16-Aug-2018 0.349 16-Aug-2019 0.541 15-Aug-2020 0.560
17-Aug-2018 0.323 17-Aug-2019 0.301 16-Aug-2020 0.460
18-Aug-2018 0.402 18-Aug-2019 0.411 17-Aug-2020 0.915
19-Aug-2018 0.652 19-Aug-2019 0.723 18-Aug-2020 0.757
20-Aug-2018 0.929 20-Aug-2019 0.753 19-Aug-2020 0.734
21-Aug-2018 0.919 21-Aug-2019 0.657 20-Aug-2020 0.717
22-Aug-2018 0.845 22-Aug-2019 0.697 21-Aug-2020 0.729
23-Aug-2018 0.774 23-Aug-2019 0.369 22-Aug-2020 0.407
24-Aug-2018 0.636 24-Aug-2019 0.591 23-Aug-2020 0.393
25-Aug-2018 0.813 25-Aug-2019 0.377 24-Aug-2020 0.781
26-Aug-2018 0.753 26-Aug-2019 0.662 25-Aug-2020 0.764
27-Aug-2018 0.748 27-Aug-2019 0.758 26-Aug-2020 0.761
28-Aug-2018 0.775 28-Aug-2019 0.707 27-Aug-2020 0.697
29-Aug-2018 0.775 29-Aug-2019 0.698 28-Aug-2020 0.293
30-Aug-2018 1.064 30-Aug-2019 0.591 29-Aug-2020 0.369
31-Aug-2018 0.610 31-Aug-2019 0.257_ 30-Aug-2020 0.980
1-Sep-2018 0.471 1-Sep-2019 0.245_ 31-Aug-2020 0.808
2-Sep-2018 0.310 2-Sep-2019 0.394 1-Sep-2020 0.787
3-Sep-2018 0.465 3-Sep-2019 0.688 2-Sep-2020 0.759
4-Sep-2018 0.784 4-Sep-2019 0.721 3-Sep-2020 0.742
5-Sep-2018 0.824 5-Sep-2019 0.772 4-Sep-2020 0.516
6-Sep-2018 0.775 6-Sep-2019 0.537 5-Sep-2020 0.264
7-Sep-2018 0.811 7-Sep-2019 0.281 6-Sep-2020 0.262
8-Sep-2018 0.559 8-Sep-2019 0.461- 7-Sep-2020 0.445
9-Sep-2018 0.457 9-Sep-2019 0.786 8-Sep-2020 0.754
10-Sep-2018 0.878 10-Sep-2019 0.763 9-Sep-2020 0.684
11-Sep-2018 0.798 11-Sep-2019 0.807 10-Sep-2020 0.869
12-Sep-2018 0.785 12-Sep-2019 0.779 11-Sep-2020 0.649
Randleman Effluent Flow Data 2018 to 2020 5

RANDLEMAN EFFLUENT FLOW DATA
2018 2019 2020
Date MGD Date MGD Date MGD
13-Sep-2018 0.725 13-Sep-2019 0.628 12-Sep-2020 0.302
14-Sep-2018 0.908 14-Sep-2019 0.278 13-Sep-2020 0.380
15-Sep-2018 1.340 15-Sep-2019 0.432 14-Sep-2020 0.971
16-Sep-2018 1.611 16-Sep-2019 0.807 15-Sep-2020 0.890
17-Sep-2018 1.556 17-Sep-2019 0.665 16-Sep-2020 0.389
18-Sep-2018 0.971 18-Sep-2019 0.818 17-Sep-2020 1.556
19-Sep-2018 0.804 19-Sep-2019 0.739 18-Sep-2020 0.376
20-Sep-2018 0.658 20-Sep-2019 0.545 19-Sep-2020 0.361
21-Sep-2018 0.372 21-Sep-2019 0.191 20-Sep-2020 0.415
22-Sep-2018 0.328 22-Sep-2019 0.474 21-Sep-2020 0.862
23-Sep-2018 0.454 23-Sep-2019 0.736 22-Sep-2020 0.811
24-Sep-2018 0.812 24-Sep-2019 0.767 23-Sep-2020 0.821
25-Sep-2018 0.811 25-Sep-2019 0.765 24-Sep-2020 0.870
26-Sep-2018 0.887 26-Sep-2019 0.719 25-Sep-2020 1.305
27-Sep-2018 0.860 27-Sep-2019 0.690 26-Sep-2020 0.438
28-Sep-2018 0.895 28-Sep-2019 0.289 27-Sep-2020 0.432
29-Sep-2018 0.538 29-Sep-2019 0.406 28-Sep-2020 0.857
30-Sep-2018 0.458 30-Sep-2019 0.809 29-Sep-2020 1.260
1-Oct-2018 0.807 1-Oct-2019 0.513 30-Sep-2020 1.030
2-Oct-2018 0.778 2-Oct-2019 0.524 1-Oct-2020 0.775
3-Oct-2018 0.789 3-Oct-2019 0.726 2-Oct-2020 0.445
4-Oct-2018 0.837 4-Oct-2019 0.514 3-Oct-2020 0.321
5-Oct-2018 0.783 5-Oct-2019 0.201 4-Oct-2020 0.391
6-Oct-2018 0.802 6-Oct-2019 0.451 5-Oct-2020 0.847
7-Oct-2018 0.811 7-Oct-2019 0.730 6-Oct-2020 0.689
8-Oct-2018 0.810 8-Oct-2019 0.731 7-Oct-2020 0.736
9-Oct-2018 0.797 9-Oct-2019 0.707 8-Oct-2020 0.832
10-Oct-2018 0.863 10-Oct-2019 0.659 9-Oct-2020 0.682
11-Oct-2018 0.550 11-Oct-2019 0.541 10-Oct-2020 0.648
12-Oct-2018 0.717 12-Oct-2019 0.285 11-Oct-2020 1.349
13-Oct-2018 0.458 13-Oct-2019 0.427 12-Oct-2020 1.066
14-Oct-2018 0.516 14-Oct-2019 0.676 13-Oct-2020 0.933
15-Oct-2018 0.859 15-Oct-2019 0.726 14-Oct-2020 0.857
16-Oct-2018 0.824 16-Oct-2019 0.907 15-Oct-2020 0.878
17-Oct-2018 0.790 17-Oct-2019 0.709 16-Oct-2020 0.436
18-Oct-2018 0.778 18-Oct-2019 0.491 17-Oct-2020 0.365
19-Oct-2018 0.716 19-Oct-2019 0.705 18-Oct-2020 0.427
20-Oct-2018 0.790 20-Oct-2019 0.597 19-Oct-2020 0.835
21-Oct-2018 0.737 21-Oct-2019 0.778 20-Oct-2020 0.847
22-Oct-2018 0.754 22-Oct-2019 0.832 21-Oct-2020 0.866
23-Oct-2018 0.757 23-Oct-2019 0.749 22-Oct-2020 0.866
24-Oct-2018 0.770 24-Oct-2019 0.660 23-Oct-2020 0.698
25-Oct-2018 0.792 25-Oct-2019 0.501 24-Oct-2020 0.307
26-Oct-2018 1.442 26-Oct-2019 0.359 25-Oct-2020 0.485
27-Oct-2018 0.682 27-Oct-2019 0.460 26-Oct-2020 0.898
28-Oct-2018 0.520 28-Oct-2019 0.809 27-Oct-2020 0.905
29-Oct-2018 0.843 29-Oct-2019 0.754 28-Oct-2020 0.880
30-Oct-2018 0.768 30-Oct-2019 1.148 29-Oct-2020 0.986
31-Oct-2018 0.791 31-Oct-2019 0.959 30-Oct-2020 0.632
1-Nov-2018 0.808 1-Nov-2019 0.570 31-Oct-2020 0.349
2-Nov-2018 0.955 2-Nov-2019 0.368 1-Nov-2020 0.721
Randleman Effluent Flow Data 2018 to 2020 6

RANDLEMAN EFFLUENT FLOW DATA
2018 2019 2020
Date MGD Date MGD Date MGD
3-Nov-2018 0.561 3-Nov-2019 0.501 2-Nov-2020 0.9211
4-Nov-2018 0.754 4-Nov-2019 0.664 3-Nov-2020 0.839
5-Nov-2018 1.362 5-Nov-2019 0.622 4-Nov-2020 0.839
6-Nov-2018 0.955 6-Nov-2019 0.672 5-Nov-2020 0.839
7-Nov-2018 0.878 7-Nov-2019 0.710 6-Nov-2020 0.341
8-Nov-2018 0.834 8-Nov-2019 0.464 7-Nov-2020 0.353
9-Nov-2018 0.924 9-Nov-2019 0.326 8-Nov-2020 0.445
10-Nov-2018 0.466 10-Nov-2019 0.384 9-Nov-2020 0.899
11-Nov-2018 0.511 11-Nov-2019 0.661 10-Nov-2020 0.876
12-Nov-2018 1.592 12-Nov-2019 0.866 11-Nov-2020 1.132
13-Nov-2018 1.592 13-Nov-2019 0.672 12-Nov-2020 1.469
14-Nov-2018 1.198 14-Nov-2019 0.677 13-Nov-2020 0.545
15-Nov-2018 1.774 15-Nov-2019 0.503 14-Nov-2020 0.369
16-Nov-2018 1.117 16-Nov-2019 0.353 15-Nov-2020 0.466
17-Nov-2018 0.831 17-Nov-2019 0.388 16-Nov-2020 0.844
18-Nov-2018 0.667 18-Nov-2019 0.611 17-Nov-2020 0.835
19-Nov-2018 0.873 19-Nov-2019 0.619 18-Nov-2020 0.827
20-Nov-2018 0.784 20-Nov-2019 0.677 19-Nov-2020 0.839
21-Nov-2018 0.542 21-Nov-2019 0.612 20-Nov-2020 0.943
22-Nov-2018 0.471 22-Nov-2019 0.459 21-Nov-2020 0.622
23-Nov-2018 0.526 23-Nov-2019 0.936 22-Nov-2020 0.515
24-Nov-2018 0.870 24-Nov-2019 0.565 23-Nov-2020 0.868
25-Nov-2018 0.629 25-Nov-2019 0.642 24-Nov-2020 0.556
26-Nov-2018 0.950 26-Nov-2019 0.622 25-Nov-2020 0.434
27-Nov-2018 0.890 27-Nov-2019 0.564 26-Nov-2020 0.383
28-Nov-2018 0.883 28-Nov-2019 0.351 27-Nov-2020 0.340
29-Nov-2018 0.862 29-Nov-2019 0.312 28-Nov-2020 0.299
30-Nov-2018 0.801 30-Nov-2019 0.741 29-Nov-2020 0.853
1-Dec-2018 0.950 1-Dec-2019 0.957 30-Nov-2020 1.457
2-Dec-2018 0.686 2-Dec-2019 0.777 1-Dec-2020 0.892
3-Dec-2018 0.889 3-Dec-2019 0.785 2-Dec-2020 0.771
4-Dec-2018 0.871 4-Dec-2019 0.757 3-Dec-2020 0.803
5-Dec-2018 0.877 5-Dec-2019 0.732 4-Dec-2020 0.762
6-Dec-2018 0.848 6-Dec-2019 0.585 5-Dec-2020 0.762
7-Dec-2018 0.775 7-Dec-2019 0.357 6-Dec-2020 0.500
8-Dec-2018 0.491 8-Dec-2019 0.464 7-Dec-2020 0.922
9-Dec-2018 0.980 9-Dec-2019 0.759 8-Dec-2020 0.819
10-Dec-2018 1.160 10-Dec-2019 0.936 9-Dec-2020 0.834
11-Dec-2018 1.239 11-Dec-2019 0.838 10-Dec-2020 0.761
12-Dec-2018 1.110 12-Dec-2019 0.782 11-Dec-2020 0.783
13-Dec-2018 1.213 13-Dec-2019 1.862 12-Dec-2020 0.564
14-Dec-2018 1.997 14-Dec-2019 1.255 13-Dec-2020 0.505
15-Dec-2018 1.430 15-Dec-2019 0.582 14-Dec-2020 1.467
16-Dec-2018 1.162 16-Dec-2019 0.916 15-Dec-2020 0.968
17-Dec-2018 0.892 17-Dec-2019 1.186 16-Dec-2020 1.582
18-Dec-2018 0.668 18-Dec-2019 0.856 17-Dec-2020 1.031
19-Dec-2018 0.504 19-Dec-2019 0.551 18-Dec-2020 0.875
20-Dec-2018 1.566 20-Dec-2019 0.357 19-Dec-2020 0.901
21-Dec-2018 1.101 21-Dec-2019 0.409 20-Dec-2020 1.125
22-Dec-2018 0.653 22-Dec-2019 0.380 21-Dec-2020 0.568
23-Dec-2018 0.529 23-Dec-2019 0.816 22-Dec-2020 0.380
Randleman Effluent Flow Data 2018 to 2020 7

RANDLEMAN EFFLUENT FLOW DATA
2018 2019 2020
Date MGD Date MGD Date MGD
24-Dec-2018 0.489 24-Dec-2019 0.426 23-Dec-2020 0.395
25-Dec-2018 0.395 25-Dec-2019 0.372_ 24-Dec-2020 0.930
26-Dec-2018 0.395 26-Dec-2019 0.363 25-Dec-2020 0.485
27-Dec-2018 0.652 27-Dec-2019 0.374_ 26-Dec-2020 0.432
28-Dec-2018 1.579 28-Dec-2019 0.326 27-Dec-2020 0.411
29-Dec-2018 0.706 29-Dec-2019 0.620 28-Dec-2020 0.416
30-Dec-2018 0.602 30-Dec-2019 0.484 29-Dec-2020 0.375
31-Dec-2018 0.744 31-Dec-2019 0.420 30-Dec-2020 0.385
31-Dec-2020 0.359
TOTAL 292.9 TOTAL 261.2 TOTAL 262.2
AVERAGE 0.802 AVERAGE 0.716 AVERAGE 0.716
MAX 1.997 MAX 1.862 MAX 2.002
3 YR MAX 2.002
3 YR AVG 0.745
COUNT 1096
Randleman Effluent Flow Data 2018 to 2020 8

r _
RANDLEMAN EFFLUENT TEMPERATURE DATA
2018 2019 2020
Date °C Date °C Date °C
1-Jan-2018 1-Jan-2019 1-Jan-2020
2-Jan-2018 11 2-Jan-2019 14 2-Jan-2020 14
3-Jan-2018 12 3-Jan-2019 14 3-Jan-2020
4-Jan-2018 13 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 6-Jan-2020
7-Jan-2018 7-Jan-2019 14 7-Jan-2020 15
8-Jan-2018 11 8-Jan-2019 8-Jan-2020 16
9-Jan-2018 9-Jan-2019 17 9-Jan-2020 17
10-Jan-2018 15 10-Jan-2019 17 10-Jan-2020
11-Jan-2018 16 11-Jan-2019 11-Jan-2020
12-Jan-2018 12-Jan-2019 12-Jan-2020
_ 13-Jan-2018 13-Jan-2019 13-Jan-2020 19
14-Jan-2018 14-Jan-2019 14-Jan-2020
15-Jan-2018 15-Jan-2019 14 15-Jan-2020 18
16-Jan-2018 16 16-Jan-2019 16 16-Jan-2020 20
17-Jan-2018 16 17-Jan-2019 17 17-Jan-2020
18-Jan-2018 14 18-Jan-2019 18-Jan-2020
19-Jan-2018 19-Jan-2019 19-Jan-2020
20-Jan-2018 20-Jan-2019 20-Jan-2020
21-Jan-2018 21-Jan-2019 21-Jan-2020 14
22-Jan-2018 16 22-Jan-2019 13 22-Jan-2020 18
23-Jan-2018 23-Jan-2019 14 23-Jan-2020 18
24-Jan-2018 16 24-Jan-2019 18 24-Jan-2020
25-Jan-2018 15 25-Jan-2019 25-Jan-2020
26-Jan-2018 26-Jan-2019 26-Jan-2020
27-Jan-2018 27-Jan-2019 27-Jan-2020 17
28-Jan-2018 28-Jan-2019 14 28-Jan-2020
29-Jan-2018 29-Jan-2019 29-Jan-2020 17
30-Jan-2018 30-Jan-2019 13 30-Jan-2020 18
31-Jan-2018 15 31-Jan-2019 13 31-Jan-2020
1-Feb-2018 15 1-Feb-2019 1-Feb-2020
2-Feb-2018 16 2-Feb-2019 2-Feb-2020
3-Feb-2018 3-Feb-2019 3-Feb-2020 15
4-Feb-2018 4-Feb-2019 15 4-Feb-2020
5-Feb-2018 13 5-Feb-2019 17 5-Feb-2020 19
6-Feb-2018 14 6-Feb-2019 6-Feb-2020 20
7-Feb-2018 17 7-Feb-2019 18 7-Feb-2020
8-Feb-2018 8-Feb-2019 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020 15
_ 11-Feb-2018 11-Feb-2019 19 11-Feb-2020
12-Feb-2018 19 12-Feb-2019 12-Feb-2020 18
13-Feb-2018 13-Feb-2019 17 13-Feb-2020 19
14-Feb-2018 18 14-Feb-2019 18 14-Feb-2020
15-Feb-2018 19 15-Feb-2019 15-Feb-2020
16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020 15
18-Feb-2018 18-Feb-2019 15 18-Feb-2020
19-Feb-2018 19 19-Feb-2019 19-Feb-2020 16
20-Feb-2018 20-Feb-2019 14 20-Feb-2020 18
Randleman Effluent Temp Data 2018 to 2020 9

1
RANDLEMAN EFFLUENT TEMPERATURE DATA
2018 2019 2020
Date °C Date °C Date °C
21-Feb-2018 19 21-Feb-2019 16 21-Feb-2020
22-Feb-2018 20 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
24-Feb-2018 24-Feb-2019 24-Feb-2020 15
25-Feb-2018 25-Feb-2019 12 25-Feb-2020
26-Feb-2018 22 26-Feb-2019 15 26-Feb-2020 17
27-Feb-2018 20 27-Feb-2019 14 27-Feb-2020 17
28-Feb-2018 21 28-Feb-2019 28-Feb-2020
1-Mar-2018 1-Mar-2019 29-Feb-2020
2-Mar-2018 2-Mar-2019 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020 16
4-Mar-2018 4-Mar-2019 13 3-Mar-2020
5-Mar-2018 17 5-Mar-2019 4-Mar-2020 18
6-Mar-2018 6-Mar-2019 17 5-Mar-2020 19
7-Mar-2018 17 7-Mar-2019 17 6-Mar-2020
8-Mar-2018 17 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020 16
11-Mar-2018 11-Mar-2019 15 10-Mar-2020
12-Mar-2018 14 12-Mar-2019 11-Mar-2020 19
13-Mar-2018 13-Mar-2019 17 12-Mar-2020 19
14-Mar-2018 14-Mar-2019 16 13-Mar-2020
15-Mar-2018 16 15-Mar-2019 14-Mar-2020
16-Mar-2018 18 16-Mar-2019 15-Mar-2020
17-Mar-2018 17-Mar-2019 16-Mar-2020 19
18-Mar-2018 18-Mar-2019 18 17-Mar-2020
19-Mar-2018 17 19-Mar-2019 18-Mar-2020 21
20-Mar-2018 18 20-Mar-2019 20 19-Mar-2020 22
21-Mar-2018 21-Mar-2019 20 20-Mar-2020
22-Mar-2018 22-Mar-2019 21-Mar-2020
23-Mar-2018 18 23-Mar-2019 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020 20
25-Mar-2018 25-Mar-2019 18 24-Mar-2020
26-Mar-2018 17 26-Mar-2019 25-Mar-2020 20
27-Mar-2018 27-Mar-2019 19 26-Mar-2020 19
28-Mar-2018 19 28-Mar-2019 20 27-Mar-2020
29-Mar-2018 20 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
31-Mar-2018 31-Mar-2019 30-Mar-2020 19
1-Apr-2018 1-Apr-2019 18 31-Mar-2020
2-Apr-2018 19 2-Apr-2019 1-Apr-2020 21
3-Apr-2018 3-Apr-2019 20 2-Apr-2020 21
4-Apr-2018 21 4-Apr-2019 21 3-Apr-2020
5-Apr-2018 20 5-Apr-2019 4-Apr-2020
6-Apr-2018 22 6-Apr-2019,, 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020 21
8-Apr-2018 8-Apr-2019 7-Apr-2020
9-Apr-2018 9-Apr-2019 24 8-Apr-2020 19
10-Apr-2018 20 10-Apr-2019 20 9-Apr-2020 19
11-Apr-2018 21 11-Apr-2019 22 10-Apr-2020
12-Apr-2018 22 12-Apr-2019 11-Apr-2020
Randleman Effluent Temp Data 2018 to 2020 10

RANDLEMAN EFFLUENT TEMPERATURE DATA
2018 2019 2020
Date °C Date °C Date °C
13-Apr-2018 13-Apr-2019 12-Apr-2020
14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 18 14-Apr-2020 18
16-Apr-2018 20 16-Apr-2019 15-Apr-2020
17-Apr-2018 17-Apr-2019 21 16-Apr-2020 19
18-Apr-2018 21 18-Apr-2019 23 17-Apr-2020 16
19-Apr-2018 23 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
21-Apr-2018 21-Apr-2019 20-Apr-2020 17
22-Apr-2018 22-Apr-2019 19 21-Apr-2020
23-Apr-2018 22 23-Apr-2019 22-Apr-2020 21
I 24-Apr-2018 24-Apr-2019 24 23-Apr-2020 20
25-Apr-2018 25-Apr-2019 25 24-Apr-2020
26-Apr-2018 21 26-Apr-2019 25-Apr-2020
27-Apr-2018 21 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020 21
29-Apr-2018 29-Apr-2019 24 28-Apr-2020
30-Apr-2018 19 30-Apr-2019 29-Apr-2020 23
1-May-2018 1-May-2019 26 30-Apr-2020 23
2-May-2018 23 2-May-2019 27 1-May-2020
3-May-2018 24 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020 21
6-May-2018 6-May-2019 25 5-May-2020
7-May-2018 26 7-May-2019 6-May-2020 24
8-May-2018 8-May-2019 27 7-May-2020 23
9-May-2018 9-May-2019 27 8-May-2020
10-May-2018 27 10-May-2019 9-May-2020
11-May-2018 27 11-May-2019 10-May-2020
12-May-2018 12-May-2019 11-May-2020 21
13-May-2018 13-May-2019 25 12-May-2020
14-May-2018 14-May-2019 13-May-2020 22
15-May-2018 25 15-May-2019 26 14-May-2020 23
16-May-2018 27 16-May-2019 26 15-May-2020
17-May-2018 28 17-May-2019 16-May-2020
18-May-2018 29 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020 23
20-May-2018 20-May-2019 26 19-May-2020
21-May-2018 30 21-May-2019 20-May-2020 22
22-May-2018 29 22-May-2019 28 21-May-2020 18
23-May-2018 29 23-May-2019 28 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 27 25-May-2019 24-May-2020
26-May-2018 26-May-2019 25-May-2020
27-May-2018 27-May-2019 26-May-2020 20
28-May-2018 28-May-2019 26 27-May-2020 21
29-May-2018 26 29-May-2019 29 28-May-2020 20
30-May-2018 27 30-May-2019 30 29-May-2020
31-May-2018 28 31-May-2019 30-May-2020
1-Jun-2018 28 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020 21
Randleman Effluent Temp Data 2018 to 2020 11

RANDLEMAN EFFLUENT TEMPERATURE DATA
2018 2019 2020
Date °C Date °C Date °C
3-Jun-2018 3-Jun-2019 30 2-Jun-2020
4-Jun-2018 29 4-Jun-2019 3-Jun-2020 25
5-Jun-2018 29 5-Jun-2019 30 4-Jun-2020 26
6-Jun-2018 30 6-Jun-2019 28 5-Jun-2020
7-Jun-2018 30 7-Jun-2019 6-Jun-2020
8-Jun-2018 30 8-Jun-2019 7-Jun-2020
9-Jun-2018 9-Jun-2019 8-Jun-2020 26
10-Jun-2018 10-Jun-2019 27 9-Jun-2020
11-Jun-2018 32 11-Jun-2019 10-Jun-2020 29
12-Jun-2018 31 12-Jun-2019 29 11-Jun-2020 30
13-Jun-2018 31 13-Jun-2019 27 12-Jun-2020
14-Jun-2018 31 14-Jun-2019 13-Jun-2020
15-Jun-2018 31 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020 28
17-Jun-2018 17-Jun-2019 27 16-Jun-2020
18-Jun-2018 29 18-Jun-2019 17-Jun-2020 26
19-Jun-2018 32 19-Jun-2019 29 18-Jun-2020 26
20-Jun-2018 31 20-Jun-2019 29 19-Jun-2020
21-Jun-2018 32 21-Jun-2019 20-Jun-2020
22-Jun-2018 32 22-Jun-2019 21-Jun-2020
23-Jun-2018 23-Jun-2019 22-Jun-2020 26
24-Jun-2018 24-Jun-2019 29 23-Jun-2020
25-Jun-2018 33 25-Jun-2019 24-Jun-2020 28
_ 26-Jun-2018 32 26-Jun-2019 30 25-Jun-2020 27
27-Jun-2018 32 27-Jun-2019 31 26-Jun-2020
28-Jun-2018 32 28-Jun-2019 27-Jun-2020
29-Jun-2018 32 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020 26
1-Jul-2018 1-Jul-2019 28 30-Jun-2020
2-Jul-2018 30 2-Jul-2019 30 1-Jul-2020 25
3-Jul-2018 29 3-Jul-2019 28 2-Jul-2020 26
4-Jul-2018 4-Jul-2019 3-Jul-2020
5-Jul-2018 28 5-Jul-2019 4-Jul-2020
6-Jul-2018 28 6-Jul-2019 5-Jul-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020 25
8-Jul-2018 8-Jul-2019 7-Jul-2020
9-Jul-2018 26 9-Jul-2019 28 8-Jul-2020 28
10-Jul-2018 27 10-Jul-2019 30 9-Jul-2020 29
11-Jul-2018 29 11-Jul-2019 31 10-Jul-2020
12-Jul-2018 31 12-Jul-2019 11-Jul-2020
_ 13-Jul-2018 31 13-Jul-2019 12-Jul-2020
14-Jul-2018 14-Jul-2019 13-Jul-2020 29
15-Jul-2018 15-Jul-2019 32 14-Jul-2020
16-Jul-2018 32 16-Jul-2019 15-Jul-2020 31
17-Jul-2018 32 17-Jul-2019 30 16-Jul-2020 32
18-Jul-2018 32 18-Jul-2019 33 17-Jul-2020
19-Jul-2018 19-Jul-2019 18-Jul-2020
20-Jul-2018 32 20-Jul-2019 19-Jul-2020
21-Jul-2018 21-Jul-2019 20-Jul-2020
22-Jul-2018 22-Jul-2019 31 21-Jul-2020 30
23-Jul-2018 30 23-Jul-2019 22-Jul-2020
Randleman Effluent Temp Data 2018 to 2020 12

RANDLEMAN EFFLUENT TEMPERATURE DATA
2018 2019 2020
Date °C Date °C Date °C
24-Jul-2018 30 24-Jul-2019 30 23-Jul-2020 32
25-Jul-2018 31 25-Jul-2019 30 24-Jul-2020 31
26-Jul-2018 32 26-Jul-2019 25-Jul-2020
27-Jul-2018 32 27-Jul-2019 26-Jul-2020
28-Jul-2018 28-Jul-2019 27-Jul-2020 30
29-Jul-2018 29-Jul-2019 29 28-Jul-2020
30-Jul-2018 32 30-Jul-2019 29-Jul-2020 31
31-Jul-2018 32 31-Jul-2019 31 30-Jul-2020 31
1-Aug-2018 32 1-Aug-2019 32 31-Jul-2020
2-Aug-2018 32 2-Aug-2019 1-Aug-2020
3-Aug-2018 31 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 3-Aug-2020 29
5-Aug-2018 5-Aug-2019 29 4-Aug-2020
6-Aug-2018 30 6-Aug-2019 5-Aug-2020 30
7-Aug-2018 30 7-Aug-2019 30 6-Aug-2020 29
8-Aug-2018 8-Aug-2019 32 7-Aug-2020
9-Aug-2018 31 9-Aug-2019 8-Aug-2020
10-Aug-2018 32 10-Aug-2019 9-Aug-2020
11-Aug-2018 11-Aug-2019 10-Aug-2020 29
12-Aug-2018 12-Aug-2019 30 11-Aug-2020
13-Aug-2018 31 13-Aug-2019 12-Aug-2020 30
14-Aug-2018 31 14-Aug-2019 32 13-Aug-2020 29
15-Aug-2018 32 15-Aug-2019 32 14-Aug-2020
16-Aug-2018 16-Aug-2019 15-Aug-2020
17-Aug-2018 17-Aug-2019 16-Aug-2020
18-Aug-2018 18-Aug-2019 17-Aug-2020 27
19-Aug-2018 19-Aug-2019 30 18-Aug-2020
20-Aug-2018 29 20-Aug-2019 19-Aug-2020 29
21-Aug-2018 29 21-Aug-2019 32 20-Aug-2020 31
22-Aug-2018 22-Aug-2019 32 21-Aug-2020
23-Aug-2018 30 23-Aug-2019 22-Aug-2020
24-Aug-2018 30 24-Aug-2019 23-Aug-2020
25-Aug-2018 25-Aug-2019 24-Aug-2020 28
26-Aug-2018 26-Aug-2019 28 25-Aug-2020
27-Aug-2018 32 27-Aug-2019 26-Aug-2020 30
28-Aug-2018 32 28-Aug-2019 30 27-Aug-2020 32
29-Aug-2018 33 29-Aug-2019 30 28-Aug-2020
30-Aug-2018 33 30-Aug-2019 29-Aug-2020
31-Aug-2018 33 31-Aug-2019 30-Aug-2020
1-Sep-2018 1-Sep-2019 31-Aug-2020 29
2-Sep-2018 2-Sep-2019 1-Sep-2020
3-Sep-2018 3-Sep-2019 28 2-Sep-2020 30
4-Sep-2018 29 4-Sep-2019 29 3-Sep-2020 32
5-Sep-2018 30 5-Sep-2019 31 4-Sep-2020
6-Sep-2018 30 6-Sep-2019 5-Sep-2020
7-Sep-2018 7-Sep-2019 6-Sep-2020
8-Sep-2018 8-Sep-2019 7-Sep-2020
9-Sep-2018 9-Sep-2019 29 8-Sep-2020 28
10-Sep-2018 31 10-Sep-2019 9-Sep-2020 29
11-Sep-2018 31 11-Sep-2019 31 10-Sep-2020 30
12-Sep-2018 32 12-Sep-2019 32 11-Sep-2020
Randleman Effluent Temp Data 2018 to 2020 13

RANDLEMAN EFFLUENT TEMPERATURE DATA
2018 2019 2020
Date °C Date °C Date °C
13-Sep-2018 13-Sep-2019 12-Sep-2020
14-Sep-2018 14-Sep-2019 13-Sep-2020
15-Sep-2018 15-Sep-2019 14-Sep-2020 28
16-Sep-2018 16-Sep-2019 29 15-Sep-2020
17-Sep-2018 25 17-Sep-2019 16-Sep-2020 27
18-Sep-2018 18-Sep-2019 32 17-Sep-2020 29
19-Sep-2018 28 19-Sep-2019 30 18-Sep-2020
20-Sep-2018 28 20-Sep-2019 19-Sep-2020
21-Sep-2018 21-Sep-2019 20-Sep-2020
22-Sep-2018 22-Sep-2019 21-Sep-2020 28
23-Sep-2018 23-Sep-2019 28 22-Sep-2020
24-Sep-2018 27 24-Sep-2019 23-Sep-2020 28
25-Sep-2018 25-Sep-2019 31 24-Sep-2020 27
26-Sep-2018 28 26-Sep-2019 32 25-Sep-2020
27-Sep-2018 29 27-Sep-2019 26-Sep-2020
28-Sep-2018 28-Sep-2019 27-Sep-2020
29-Sep-2018 29-Sep-2019 28-Sep-2020 25
30-Sep-2018 30-Sep-2019 29 29-Sep-2020
1-Oct-2018 28 1-Oct-2019 30-Sep-2020 26
2-Oct-2018 2-Oct-2019 30 1-Oct-2020 24
3-Oct-2018 30 3-Oct-2019 30 2-Oct-2020
4-Oct-2018 30 4-Oct-2019 3-Oct-2020
5-Oct-2018 5-Oct-2019 4-Oct-2020
6-Oct-2018 6-Oct-2019 5-Oct-2020
7-Oct-2018 7-Oct-2019 6-Oct-2020 24
8-Oct-2018 31 8-Oct-2019 29 7-Oct-2020
9-Oct-2018 9-Oct-2019 27 8-Oct-2020 26
10-Oct-2018 31 10-Oct-2019 29 9-Oct-2020 27
11-Oct-2018 31 11-Oct-2019 10-Oct-2020
12-Oct-2018 12-Oct-2019 11-Oct-2020
13-Oct-2018 13-Oct-2019 12-Oct-2020 24
14-Oct-2018 14-Oct-2019 27 13-Oct-2020
15-Oct-2018 15-Oct-2019 14-Oct-2020 26
16-Oct-2018 26 16-Oct-2019 25 15-Oct-2020 26
17-Oct-2018 27 17-Oct-2019 27 16-Oct-2020
18-Oct-2018 28 18-Oct-2019 17-Oct-2020
19-Oct-2018 19-Oct-2019 18-Oct-2020
20-Oct-2018 20-Oct-2019 19-Oct-2020 22
21-Oct-2018 21-Oct-2019 26 20-Oct-2020
22-Oct-2018 28 22-Oct-2019 21-Oct-2020 24
23-Oct-2018 23-Oct-2019 26 22-Oct-2020 26
24-Oct-2018 26 24-Oct-2019 25 23-Oct-2020
25-Oct-2018 25 25-Oct-2019 24-Oct-2020
26-Oct-2018 26-Oct-2019 25-Oct-2020
27-Oct-2018 27-Oct-2019 26-Oct-2020 25
28-Oct-2018 28-Oct-2019 24 27-Oct-2020
29-Oct-2018 21 29-Oct-2019 28-Oct-2020 25
30-Oct-2018 30-Oct-2019 26 29-Oct-2020 27
31-Oct-2018 23 31-Oct-2019 27 30-Oct-2020
1-Nov-2018 24 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020
Randleman Effluent Temp Data 2018 to 2020 14

RANDLEMAN EFFLUENT TEMPERATURE DATA
2018 2019 2020
Date °C Date °C Date °C
3-Nov-2018 3-Nov-2019 2-Nov-2020 22
4-Nov-2018 4-Nov-2019 21 3-Nov-2020
5-Nov-2018 26 5-Nov-2019 4-Nov-2020 23
6-Nov-2018 6-Nov-2019 22 5-Nov-2020 23
7-Nov-2018 24 7-Nov-2019 23 6-Nov-2020
8-Nov-2018 25 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 8-Nov-2020
10-Nov-2018 10-Nov-2019 9-Nov-2020 22
11-Nov-2018 11-Nov-2019 10-Nov-2020 23
12-Nov-2018 12-Nov-2019 21 11-Nov-2020
13-Nov-2018 22 13-Nov-2019 20 12-Nov-2020 24
14-Nov-2018 19 14-Nov-2019 18 13-Nov-2020
15-Nov-2018 21 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020 19
18-Nov-2018 18-Nov-2019 18 17-Nov-2020
19-Nov-2018 19 19-Nov-2019 18-Nov-2020 20
20-Nov-2018 20 20-Nov-2019 18 19-Nov-2020 19
21-Nov-2018 20 21-Nov-2019 20 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020
24-Nov-2018 24-Nov-2019 23-Nov-2020 22
25-Nov-2018 25-Nov-2019 17 24-Nov-2020 22
26-Nov-2018 16 26-Nov-2019 18 25-Nov-2020 21
27-Nov-2018 27-Nov-2019 19 26-Nov-2020
28-Nov-2018 18 28-Nov-2019 27-Nov-2020
29-Nov-2018 18 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 30-Nov-2020 18
2-Dec-2018 2-Dec-2019 16 1-Dec-2020
3-Dec-2018 20 3-Dec-2019 2-Dec-2020 19
4-Dec-2018 4-Dec-2019 18 3-Dec-2020 18
5-Dec-2018 20 5-Dec-2019 17 4-Dec-2020
6-Dec-2018 19 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020
8-Dec-2018 8-Dec-2019 7-Dec-2020 17
9-Dec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 19 9-Dec-2020 18
11-Dec-2018 11-Dec-2019 19 10-Dec-2020 19
12-Dec-2018 18 12-Dec-2019 19 11-Dec-2020_
13-Dec-2018 19 13-Dec-2019 12-Dec-2020
14-Dec-2018 17 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020 19
16-Dec-2018 16-Dec-2019 16 15-Dec-2020
17-Dec-2018 16 17-Dec-2019 16-Dec-2020 18
18-Dec-2018 18-Dec-2019 17 17-Dec-2020 17
19-Dec-2018 16 19-Dec-2019 18 18-Dec-2020
20-Dec-2018 16 20-Dec-2019 19-Dec-2020
21-Dec-2018 21-Dec-2019 20-Dec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020 19
23-Dec-2018 23-Dec-2019 15 22-Dec-2020 16
Randleman Effluent Temp Data 2018 to 2020 15

RANDLEMAN EFFLUENT TEMPERATURE DATA
2018 2019 2020
Date °C Date °C Date °C
24-Dec-2018 24-Dec-2019 23-Dec-2020 15
25-Dec-2018 25-Dec-2019 24-Dec-2020
26-Dec-2018 12 26-Dec-2019 14 25-Dec-2020
27-Dec-2018 12 27-Dec-2019 14 26-Dec-2020
28-Dec-2018 13 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 16 29-Dec-2020 12
31-Dec-2018 14 31-Dec-2019 15 30-Dec-2020 12
31-Dec-2020 14
Average 25 Average 23 Average 23
Max 33 Max 33 Max 32
3 YEAR AVG SUMMER 27 3 YEAR AVG WINTER 17
3 YEAR MAX SUMMER 33 3 YEAR MAX WINTER 26
3 YEAR COUNT SUMMER 301 3 YEAR COUNT WINTER 194
Randleman Effluent Temp Data 2018 to 2020 16

RANDLEMAN EFFLUENT pH DATA
2018 2019 2020
Date sc' Date sip Date si
1-Jan-2018 1-Jan-2019 1-Jan-2020
2-Jan-2018 6.9 2-Jan-2019 6.2 2-Jan-2020 6.3
3-Jan-2018 7.1 3-Jan-2019 6.1 3-Jan-2020
4-Jan-2018 6.9 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 6-Jan-2020
7-Jan-2018 7-Jan-2019 6 7-Jan-2020 6.5
8-Jan-2018 6.9 8-Jan-2019 8-Jan-2020 6.4
9-Jan-2018 9-Jan-2019 6.2 9-Jan-2020 6.7
10-Jan-2018 7 10-Jan-2019 6.6 10-Jan-2020
11-Jan-2018 6.7 11-Jan-2019 11-Jan-2020
12-Jan-2018 12-Jan-2019 12-Jan-2020
13-Jan-2018 13-Jan-2019 13-Jan-2020 6.6
14-Jan-2018 14-Jan-2019 14-Jan-2020
15-Jan-2018 15-Jan-2019 6.7 15-Jan-2020 6.8
16-Jan-2018 6.7 16-Jan-2019 6.7 16-Jan-2020 6.5
17-Jan-2018 6.7 17-Jan-2019 6.6 17-Jan-2020
18-Jan-2018 7 18-Jan-2019 18-Jan-2020
19-Jan-2018 19-Jan-2019 19-Jan-2020
20-Jan-2018 20-Jan-2019 20-Jan-2020
21-Jan-2018 21-Jan-2019 21-Jan-2020 6.8
22-Jan-2018 6.5 22-Jan-2019 6.7 22-Jan-2020 6.7
23-Jan-2018 _ 23-Jan-2019 6.7 23-Jan-2020 6.2
24-Jan-2018 6.6 24-Jan-2019 6.6 24-Jan-2020
25-Jan-2018 7 25-Jan-2019 25-Jan-2020
26-Jan-2018 26-Jan-2019 26-Jan-2020
27-Jan-2018 27-Jan-2019 27-Jan-2020 6.6
28-Jan-2018 28-Jan-2019 6.1 28-Jan-2020
29-Jan-2018 29-Jan-2019 29-Jan-2020 6.2
30-Jan-2018 30-Jan-2019 6.4 30-Jan-2020 6.3
31-Jan-2018 6.9 31-Jan-2019 6.7 31-Jan-2020
1-Feb-2018 6.6 1-Feb-2019 1-Feb-2020
2-Feb-2018 6.9 2-Feb-2019 2-Feb-2020
3-Feb-2018 3-Feb-2019 3-Feb-2020 6.2
4-Feb-2018 4-Feb-2019 6.2 4-Feb-2020
5-Feb-2018 6.8 5-Feb-2019 6.2 5-Feb-2020 6.2
6-Feb-2018 6.8 6-Feb-2019 6-Feb-2020 6.3
7-Feb-2018 6.7 7-Feb-2019 6.5 7-Feb-2020
8-Feb-2018 8-Feb-2019 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020 6.2
11-Feb-2018 11-Feb-2019 6.2 11-Feb-2020
12-Feb-2018 6.7 12-Feb-2019 12-Feb-2020 6.6
13-Feb-2018 13-Feb-2019 6.6 13-Feb-2020 6.1
14-Feb-2018 6.7 14-Feb-2019 6.7 14-Feb-2020
15-Feb-2018 6.5 15-Feb-2019 15-Feb-2020
16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020 6.1
18-Feb-2018 18-Feb-2019 6.4 18-Feb-2020
19-Feb-2018 6.7 19-Feb-2019 19-Feb-2020 6.4
20-Feb-2018 20-Feb-2019 6.7 20-Feb-2020 6.6
Randleman Effluent pH Data 2018 to 2020 17

RANDLEMAN EFFLUENT pH DATA
2018 2019 2020
Date sr Date sr Date sr
21-Feb-2018 6.8 21-Feb-2019 6.9 21-Feb-2020
22-Feb-2018 6.8 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
24-Feb-2018 24-Feb-2019 24-Feb-2020 6.3
25-Feb-2018 25-Feb-2019 6.4 25-Feb-2020
26-Feb-2018 6.5 26-Feb-2019 6.5 26-Feb-2020 6.1
27-Feb-2018 6.7 27-Feb-2019 6.7 27-Feb-2020 6.1
28-Feb-2018 6.7 28-Feb-2019 28-Feb-2020
1-Mar-2018 1-Mar-2019 29-Feb-2020
2-Mar-2018 2-Mar-2019 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020 6.1
4-Mar-2018 4-Mar-2019 6.1 3-Mar-2020
5-Mar-2018 6.7 5-Mar-2019 4-Mar-2020 6.2
6-Mar-2018 6-Mar-2019 6.6 5-Mar-2020 6.6
7-Mar-2018 6.7 7-Mar-2019 6.6 6-Mar-2020
8-Mar-2018 6.6 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020 6.3
11-Mar-2018 11-Mar-2019 6.5 10-Mar-2020
12-Mar-2018 6.5 12-Mar-2019 11-Mar-2020 6.2
13-Mar-2018 13-Mar-2019 6.3 12-Mar-2020 6.1
14-Mar-2018 14-Mar-2019 6.4 13-Mar-2020
15-Mar-2018 6.9 15-Mar-2019 14-Mar-2020
16-Mar-2018 6.8 16-Mar-2019 15-Mar-2020
17-Mar-2018 17-Mar-2019 16-Mar-2020 6.5
18-Mar-2018 18-Mar-2019 6.7 17-Mar-2020
19-Mar-2018 7 19-Mar-2019 18-Mar-2020 6.7
20-Mar-2018 7.1 20-Mar-2019 6.7 19-Mar-2020 6.1
21-Mar-2018 21-Mar-2019 6.8 20-Mar-2020
22-Mar-2018 22-Mar-2019 21-Mar-2020
23-Mar-2018 6.9 23-Mar-2019 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020 6.2
25-Mar-2018 25-Mar-2019 6.2 24-Mar-2020
26-Mar-2018 6.2 26-Mar-2019 25-Mar-2020 6.3
27-Mar-2018 27-Mar-2019 6.6 26-Mar-2020 6.2
28-Mar-2018 6.7 28-Mar-2019 6.5 27-Mar-2020
29-Mar-2018 6.3 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
31-Mar-2018 31-Mar-2019 30-Mar-2020 6.1
1-Apr-2018 1-Apr-2019 6.2 31-Mar-2020
2-Apr-2018 6.8 2-Apr-2019 1-Apr-2020 6.3
3-Apr-2018 3-Apr-2019 6.9 2-Apr-2020 6.6
4-Apr-2018 7 4-Apr-2019 6.9 3-Apr-2020
5-Apr-2018 6.8 5-Apr-2019 4-Apr-2020
6-Apr-2018 6.8 6-Apr-2019 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020 6.1
8-Apr-2018 8-Apr-2019 7-Apr-2020
9-Apr-2018 9-Apr-2019 6.3 8-Apr-2020 6.1
10-Apr-2018 6.8 10-Apr-2019 6.7 9-Apr-2020 6.7
11-Apr-2018 7 11-Apr-2019 6.4 10-Apr-2020
12-Apr-2018 7 12-Apr-2019 11-Apr-2020
Randleman Effluent pH Data 2018 to 2020 18

RANDLEMAN EFFLUENT pH DATA
2018 2019 2020
Date st Date su Date st
13-Apr-2018 13-Apr-2019 12-Apr-2020
14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 6.7 14-Apr-2020 6.1
16-Apr-2018 7.1 16-Apr-2019 15-Apr-2020
17-Apr-2018 17-Apr-2019 6.8 16-Apr-2020 6.7
18-Apr-2018 7 18-Apr-2019 6.6 17-Apr-2020 6.3
19-Apr-2018 7 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
21-Apr-2018 21-Apr-2019 20-Apr-2020 6.2
22-Apr-2018 22-Apr-2019 6.4 21-Apr-2020
23-Apr-2018 7 23-Apr-2019 22-Apr-2020 6.3
24-Apr-2018 24-Apr-2019 6.6 23-Apr-2020 6.2
25-Apr-2018 25-Apr-2019 6.6 24-Apr-2020
26-Apr-2018 7 26-Apr-2019 25-Apr-2020
27-Apr-2018 6.6 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020 6.1
29-Apr-2018 29-Apr-2019 6.5 28-Apr-2020
30-Apr-2018 7 30-Apr-2019 29-Apr-2020 6.5
1-May-2018 1-May-2019 6.8 30-Apr-2020 6.2
2-May-2018 7 2-May-2019 6.7 1-May-2020
3-May-2018 7.1 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020 6.2
6-May-2018 6-May-2019 6.1 5-May-2020
7-May-2018 7.1 7-May-2019 6-May-2020 6.2
8-May-2018 8-May-2019 6.4 7-May-2020 6.6
9-May-2018 9-May-2019 6.5 8-May-2020
10-May-2018 7.1 10-May-2019 9-May-2020
11-May-2018 7.2 11-May-2019 10-May-2020
12-May-2018 12-May-2019 11-May-2020 6.8
13-May-2018 13-May-2019 6.5 12-May-2020 1
14-May-2018 14-May-2019 13-May-2020 6.9 1
15-May-2018 6.8 15-May-2019 6.6 14-May-2020 6.9
16-May-2018 6.8 16-May-2019 6.5 15-May-2020
17-May-2018 7.2 17-May-2019 16-May-2020
18-May-2018 6.8 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020 6.6
20-May-2018 20-May-2019 6.7 19-May-2020
21-May-2018 6.4 21-May-2019 20-May-2020 6.7
22-May-2018 6.6 22-May-2019 6.7 21-May-2020 6.7
23-May-2018 7 23-May-2019 6.9 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 6.7 25-May-2019 24-May-2020
26-May-2018 26-May-2019 25-May-2020
27-May-2018 27-May-2019 26-May-2020 6.5
28-May-2018 28-May-2019 6.2 27-May-2020 6.5
29-May-2018 6.9 29-May-2019 6.4 28-May-2020 6.4
30-May-2018 6.9 30-May-2019 6.4 29-May-2020
31-May-2018 6.6 31-May-2019 30-May-2020
1-Jun-2018 6.8 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020 6.7
Randleman Effluent pH Data 2018 to 2020 19

RANDLEMAN EFFLUENT pH DATA
2018 2019 2020
Date su• Date su Date sr
3-Jun-2018 3-Jun-2019 6.3 2-Jun-2020
4-Jun-2018 6.9 4-Jun-2019 3-Jun-2020 6.8
5-Jun-2018 6.8 5-Jun-2019 6.4 4-Jun-2020 6.8
6-Jun-2018 6.8 6-Jun-2019 6.3 5-Jun-2020
7-Jun-2018 6.9 7-Jun-2019 6-Jun-2020
8-Jun-2018 6.8 8-Jun-2019 7-Jun-2020
9-Jun-2018 9-Jun-2019 8-Jun-2020 6.8
10-Jun-2018 10-Jun-2019 7.1 9-Jun-2020
11-Jun-2018 6.6 11-Jun-2019 10-Jun-2020 7.1
12-Jun-2018 6.7 12-Jun-2019 6.3 11-Jun-2020 6.9
13-Jun-2018 6.5 13-Jun-2019 6.1 12-Jun-2020
14-Jun-2018 6.8 14-Jun-2019 13-Jun-2020
15-Jun-2018 6.7 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020 6.7
17-Jun-2018 17-Jun-2019 6.2 16-Jun-2020
18-Jun-2018 7 18-Jun-2019 17-Jun-2020 6.9
19-Jun-2018 6.8 19-Jun-2019 6 18-Jun-2020 6.8
20-Jun-2018 7 20-Jun-2019 6.2 19-Jun-2020
21-Jun-2018 6.9 21-Jun-2019 20-Jun-2020
22-Jun-2018 7 22-Jun-2019 21-Jun-2020
23-Jun-2018 23-Jun-2019 22-Jun-2020 6.9
24-Jun-2018 24-Jun-2019 6.1 23-Jun-2020
25-Jun-2018 6.8 25-Jun-2019 24-Jun-2020 6.9
26-Jun-2018 6.7 26-Jun-2019 6.5 25-Jun-2020 6.9
27-Jun-2018 6.8 27-Jun-2019 6.2 26-Jun-2020
28-Jun-2018 6.7 28-Jun-2019 27-Jun-2020
29-Jun-2018 6.6 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020 7
1-Jul-2018 1-Jul-2019 6.2 30-Jun-2020
2-Jul-2018 6.6 2-Jul-2019 6.5 1-Jul-2020 7
3-Jul-2018 6.6 3-Jul-2019 6.1 2-Jul-2020 7
4-Jul-2018 4-Jul-2019 3-Jul-2020
5-Jul-2018 6.5 5-Jul-2019 4-Jul-2020
6-Jul-2018 6.4 6-Jul-2019 5-Jul-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020 6.5
8-Jul-2018 8-Jul-2019 7-Jul-2020
9-Jul-2018 6.7 9-Jul-2019 6.1 8-Jul-2020 7
10-Jul-2018 6.6 10-Jul-2019 6.3 9-Jul-2020 6.9
11-J u I-2018 6.8 11-J u I-2019 6.5 10-J u 1-2020
12-Jul-2018 6.8 12-Jul-2019 11-Jul-2020
13-Jul-2018 6.7_ 13-Jul-2019 12-Jul-2020
14-Jul-2018 14-Jul-2019 13-Jul-2020 6.9
15-Jul-2018 15-Jul-2019 6.6 14-Jul-2020
16-Jul-2018 6.8 16-Jul-2019 15-Jul-2020 7
17-Jul-2018 6.6 17-Jul-2019 6.4 16-Jul-2020 7
18-Jul-2018 6.9 18-Jul-2019 6.6 17-Jul-2020
19-J u1-2018 19-J u I-2019 18-Jul-2020
20-Jul-2018 7 20-Jul-2019 19-Jul-2020
21-Jul-2018 21-Jul-2019 20-Jul-2020
22-Jul-2018 22-Jul-2019 6.1 21-Jul-2020 7
23-Jul-2018 6.7 23-Jul-2019 22-Jul-2020
Randleman Effluent pH Data 2018 to 2020 20
I

RANDLEMAN EFFLUENT pH DATA
2018 2019 2020
Date st Date st Date sr
24-Jul-2018 6.8 24-Jul-2019 6.2 23-Jul-2020 6.9
25-Jul-2018 6.7 25-Jul-2019 6.1 24-Jul-2020 7
26-Jul-2018 6.9 26-Jul-2019 25-Jul-2020
27-Jul-2018 6.7 27-Jul-2019 26-Jul-2020
28-Jul-2018 28-Jul-2019 27-Jul-2020 7.2
29-Jul-2018 29-Jul-2019 6.4 28-Jul-2020
30-Jul-2018 6.7 30-Jul-2019 29-Jul-2020 7
31-Jul-2018 6.7 31-Jul-2019 6.5 30-Jul-2020 7
1-Aug-2018 6.8 1-Aug-2019 6.3 31-Jul-2020
2-Aug-2018 6.8 2-Aug-2019 1-Aug-2020
3-Aug-2018 6.8 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 3-Aug-2020 6.9
5-Aug-2018 5-Aug-2019 6.1 4-Aug-2020
6-Aug-2018 6.8 6-Aug-2019 5-Aug-2020 7
7-Aug-2018 6.7 7-Aug-2019 6.3 6-Aug-2020 7.1
8-Aug-2018 8-Aug-2019 6.3 7-Aug-2020
9-Aug-2018 6.8 9-Aug-2019 8-Aug-2020
10-Aug-2018 6.8 10-Aug-2019 9-Aug-2020
11-Aug-2018 11-Aug-2019 10-Aug-2020 7
12-Aug-2018 12-Aug-2019 6.4 11-Aug-2020
13-Aug-2018 6.9 13-Aug-2019 12-Aug-2020 7
14-Aug-2018 6.7 14-Aug-2019 6.2 13-Aug-2020 6.9
15-Aug-2018 6.7 15-Aug-2019 6.3 14-Aug-2020
16-Aug-2018 16-Aug-2019 15-Aug-2020
17-Aug-2018 17-Aug-2019 16-Aug-2020
18-Aug-2018 18-Aug-2019 17-Aug-2020 6.9
19-Aug-2018 19-Aug-2019 6.2 18-Aug-2020
20-Aug-2018 6.8 20-Aug-2019 19-Aug-2020 7
21-Aug-2018 6.7 21-Aug-2019 6.3 20-Aug-2020 7.1
22-Aug-2018 22-Aug-2019 6.3 21-Aug-2020
23-Aug-2018 6.8 23-Aug-2019 22-Aug-2020
24-Aug-2018 6.7 24-Aug-2019 23-Aug-2020
25-Aug-2018 25-Aug-2019 24-Aug-2020 7.1
26-Aug-2018 26-Aug-2019 6.7 25-Aug-2020
27-Aug-2018 6.9 27-Aug-2019 26-Aug-2020 6.9
28-Aug-2018 6.6 28-Aug-2019 6.3 27-Aug-2020 7.1
29-Aug-2018 6.6 29-Aug-2019 6.3 28-Aug-2020
30-Aug-2018 6.8 30-Aug-2019 29-Aug-2020
31-Aug-2018 7 31-Aug-2019 30-Aug-2020
1-Sep-2018 1-Sep-2019 31-Aug-2020 7
2-Sep-2018 2-Sep-2019 1-Sep-2020
3-Sep-2018 3-Sep-2019 6.2 2-Sep-2020 7
4-Sep-2018 6.7 4-Sep-2019 6.2 3-Sep-2020 7
5-Sep-2018 6.5 5-Sep-2019 6.3 4-Sep-2020
6-Sep-2018 6.6 6-Sep-2019 5-Sep-2020
7-Sep-2018 7-Sep-2019 6-Sep-2020
8-Sep-2018 8-Sep-2019 7-Sep-2020
9-Sep-2018 9-Sep-2019 6.1 8-Sep-2020 7
10-Sep-2018 6.2 10-Sep-2019 9-Sep-2020 7.1
11-Sep-2018 6.3 11-Sep-2019 6.1 10-Sep-2020 7.1
12-Sep-2018 6.7 12-Sep-2019 6.1 11-Sep-2020
Randleman Effluent pH Data 2018 to 2020 21

RANDLEMAN EFFLUENT pH DATA
2018 2019 2020
Date st Date st Date st
13-Sep-2018 13-Sep-2019 12-Sep-2020
14-Sep-2018 14-Sep-2019 13-Sep-2020
15-Sep-2018 15-Sep-2019 14-Sep-2020 7.2
16-Sep-2018 16-Sep-2019 6.2 15-Sep-2020
17-Sep-2018 6.6 17-Sep-2019 16-Sep-2020 7.1
18-Sep-2018 18-Sep-2019 6.8 17-Sep-2020 6.9
19-Sep-2018 6.8 19-Sep-2019 6.8 18-Sep-2020
20-Sep-2018 6.8 20-Sep-2019 19-Sep-2020
21-Sep-2018 21-Sep-2019 20-Sep-2020
22-Sep-2018 22-Sep-2019 21-Sep-2020 6.9
23-Sep-2018 23-Sep-2019 6.2 22-Sep-2020
24-Sep-2018 6.1 24-Sep-2019 23-Sep-2020 7
25-Sep-2018 25-Sep-2019 6.9 24-Sep-2020 7
26-Sep-2018 6.9 26-Sep-2019 6.6 25-Sep-2020
27-Sep-2018 6.7 27-Sep-2019 26-Sep-2020
28-Sep-2018 28-Sep-2019 27-Sep-2020
29-Sep-2018 29-Sep-2019 28-Sep-2020 6.9
30-Sep-2018 30-Sep-2019 6.2 29-Sep-2020
1-Oct-2018 6.6 1-Oct-2019 30-Sep-2020 7
2-Oct-2018 2-Oct-2019 6.3 1-Oct-2020 7
3-Oct-2018 6.9 3-Oct-2019 6.1 2-Oct-2020
4-Oct-2018 6.9 4-Oct-2019 3-Oct-2020
5-Oct-2018 5-Oct-2019 4-Oct-2020
6-Oct-2018 6-Oct-2019 5-Oct-2020
7-Oct-2018 7-Oct-2019 6-Oct-2020 6.8
8-Oct-2018 6.8 8-Oct-2019 6.4 7-Oct-2020
9-Oct-2018 9-Oct-2019 6.5 8-Oct-2020 6.9
10-Oct-2018 6.9 10-Oct-2019 6.7 9-Oct-2020 7
11-Oct-2018 6.8 11-Oct-2019 10-Oct-2020
12-Oct-2018 12-Oct-2019 11-Oct-2020
13-Oct-2018 13-Oct-2019 12-Oct-2020 6.6
14-Oct-2018 14-Oct-2019 6.5 13-Oct-2020
15-Oct-2018 15-Oct-2019 14-Oct-2020 6.9
16-Oct-2018 6.6 16-Oct-2019 6.6 15-Oct-2020 6.8
17-Oct-2018 6.8 17-Oct-2019 6.6 16-Oct-2020
18-Oct-2018 6.8 18-Oct-2019 17-Oct-2020
19-Oct-2018 19-Oct-2019 18-Oct-2020
20-Oct-2018 20-Oct-2019 19-Oct-2020 6.8
21-Oct-2018 21-Oct-2019 6.2 20-Oct-2020
22-Oct-2018 6.8 22-Oct-2019 21-Oct-2020 6.3
23-Oct-2018 23-Oct-2019 6.7 22-Oct-2020 6.8
24-Oct-2018 6.2 24-Oct-2019 6.6 23-Oct-2020
25-Oct-2018 6.4 25-Oct-2019 24-Oct-2020
26-Oct-2018 26-Oct-2019 25-Oct-2020
27-Oct-2018 27-Oct-2019 26-Oct-2020 6.6
28-Oct-2018 28-Oct-2019 6.5 27-Oct-2020
29-Oct-2018 6.4 29-Oct-2019 28-Oct-2020 6.9
30-Oct-2018 30-Oct-2019 6.6 29-Oct-2020 6.1
31-Oct-2018 6.5 31-Oct-2019 6.6 30-Oct-2020
1-Nov-2018 6.6 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020
Randleman Effluent pH Data 2018 to 2020 22

RANDLEMAN EFFLUENT pH DATA
2018 2019 2020
Date AI Date sc Date sc
3-Nov-2018 3-Nov-2019 2-Nov-2020 6.6
4-Nov-2018 4-Nov-2019 6.7 3-Nov-2020
5-Nov-2018 6.6 5-Nov-2019 4-Nov-2020 6.7
6-Nov-2018 6-Nov-2019 6.5 5-Nov-2020 6.6
7-Nov-2018 6.6 7-Nov-2019 6.4 6-Nov-2020
8-Nov-2018 6.7 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 8-Nov-2020
10-Nov-2018 10-Nov-2019 9-Nov-2020 6.5
11-Nov-2018 11-Nov-2019 10-Nov-2020 6.7
12-Nov-2018 12-Nov-2019 6.5 11-Nov-2020
13-Nov-2018 6.7 13-Nov-2019 6.8 12-Nov-2020 6.3
14-Nov-2018 6.4 14-Nov-2019 6.6 13-Nov-2020
15-Nov-2018 6.8 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020 6.3
18-Nov-2018 18-Nov-2019 6.7 17-Nov-2020
19-Nov-2018 6.1 19-Nov-2019 18-Nov-2020 6.5
20-Nov-2018 6.3 20-Nov-2019 6.6 19-Nov-2020 6.6
21-Nov-2018 6.4 21-Nov-2019 6.5 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020
24-Nov-2018 24-Nov-2019 23-Nov-2020 6.7
25-Nov-2018 25-Nov-2019 6.4 24-Nov-2020 6.7
26-Nov-2018 6.1 26-Nov-2019 6.6 25-Nov-2020 7
27-Nov-2018 27-Nov-2019 6.3 26-Nov-2020
28-Nov-2018 6.8 28-Nov-2019 27-Nov-2020
29-Nov-2018 6.8 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 30-Nov-2020 6.3
2-Dec-2018 2-Dec-2019 6.2 1-Dec-2020
3-Dec-2018 6.4 3-Dec-2019 2-Dec-2020 6.5
4-Dec-2018 4-Dec-2019 6.4 3-Dec-2020 6.5
5-Dec-2018 6.7 5-Dec-2019 6.4 4-Dec-2020
6-Dec-2018 6.7 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020
8-Dec-2018 8-Dec-2019 7-Dec-2020 6.5
9-Dec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 6.6 9-Dec-2020 6.7
11-Dec-2018 11-Dec-2019 6.5 10-Dec-2020 6.6
12-Dec-2018 6.4 12-Dec-2019 6.7 11-Dec-2020
13-Dec-2018 6.5 13-Dec-2019 12-Dec-2020
14-Dec-2018 6.4 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020 6.6
16-Dec-2018 16-Dec-2019 6.8 15-Dec-2020
17-Dec-2018 6.7 17-Dec-2019 16-Dec-2020 6.7
18-Dec-2018 18-Dec-2019 6.6 17-Dec-2020 6.1
- 19-Dec-2018 6.8 19-Dec-2019 6.6 18-Dec-2020
20-Dec-2018 6.2 20-Dec-2019 19-Dec-2020
21-Dec-2018 21-Dec-2019 20-Dec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020 6.1
23-Dec-2018 23-Dec-2019 6.2 22-Dec-2020 6.5
Randleman Effluent pH Data 2018 to 2020 23

RANDLEMAN EFFLUENT pH DATA
2018 2019 2020
Date sc Date st Date st
24-Dec-2018 24-Dec-2019 23-Dec-2020 6.6
25-Dec-2018 25-Dec-2019 24-Dec-2020
26-Dec-2018 6.2 26-Dec-2019 6.5 25-Dec-2020
27-Dec-2018 6.2 27-Dec-2019 6.3 26-Dec-2020
28-Dec-2018 6.3 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 6.1 29-Dec-2020 6.3
31-Dec-2018 6.1 31-Dec-2019 6.2 30-Dec-2020 6.3
31-Dec-2020 6.1
MAX 7.2 MAX 7.1 MAX 7.2
MIN 6.1 MIN 6.0 MIN 6.1
3 YEAR MIN 6.0
3 YEAR MAX 7.2
3 YEAR COUNT 495
Randleman Effluent pH Data 2018 to 2020 24

RANDLEMAN EFFLUENT BOD5 DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
1-Jan-2018 1-Jan-2019 2.5 1-Jan-2020
2-Jan-2018 <2 2-Jan-2019 2.3 2-Jan-2020 <2
3-Jan-2018 3.9 3-Jan-2019 3-Jan-2020
4-Jan-2018 4.7 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 <2 6-Jan-2020
7-Jan-2018 7-Jan-2019, 7-Jan-2020 <2
8-Jan-2018 <2 8-Jan-2019 2.7 8-Jan-2020 <2
9-Jan-2018 9-Jan-2019 <2 9-Jan-2020 <2
10-Jan-2018 5.2 10-Jan-2019 10-Jan-2020
11-Jan-2018 5.0 11-Jan-2019 11-Jan-2020
12-Jan-2018 12-Jan-2019 12-Jan-2020
13-Jan-2018 13-Jan-2019 13-Jan-2020 <2
14-Jan-2018 14-Jan-2019 2.1 14-Jan-2020 1
15-Jan-2018 15-Jan-2019 <2 15-Jan-2020 <2
16-Jan-2018 9.0 16-Jan-2019 <2 16-Jan-2020 <2
17-Jan-2018 5.4 17-Jan-2019 17-Jan-2020
18-Jan-2018 <2 18-Jan-2019 18-Jan-2020
19-Jan-2018 19-Jan-2019 19-Jan-2020
20-Jan-2018 20-Jan-2019 20-Jan-2020
21-Jan-2018 21-Jan-2019 <2 21-Jan-2020 <2
22-Jan-2018 3.4 22-Jan-2019 <2 22-Jan-2020 <2
23-Jan-2018 23-Jan-2019 <2 23-Jan-2020 <2
24-Jan-2018 5.4 24-Jan-2019 24-Jan-2020
25-Jan-2018 6.7 25-Jan-2019 25-Jan-2020
26-Jan-2018 26-Jan-2019 26-Jan-2020
27Jan-2018 27-Jan-2019 3.2 27-Jan-2020 <2
28-Jan-2018 28-Jan-2019 28-Jan-2020
29-Jan-2018 29-Jan-2019 <2 29-Jan-2020 2.3
30-Jan-2018 30-Jan-2019 <2 30-Jan-2020 4.6
31-Jan-2018 8.3 31-Jan-2019 31-Jan-2020
1-Feb-2018 6.8 1-Feb-2019 1-Feb-2020 _
2-Feb-2018 6.2 2-Feb-2019 2-Feb-2020� _
3-Feb-2018 3-Feb-2019 3-Feb-2020 2.4
4-Feb-2018 4-Feb-2019 4-Feb-2020
5-Feb-2018 8.5 5-Feb-2019 5-Feb-2020 2.3
6-Feb-2018 8.0 6-Feb-2019 2.7 6-Feb-2020 <2
7-Feb-2018 4.3 7-Feb-2019 3.7 7-Feb-2020
8-Feb-2018 8-Feb-2019 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020 <2
11-Feb-2018 11-Feb-2019 <2 11-Feb-2020
12-Feb-2018 8.2 12-Feb-2019 12-Feb-2020 <2
13-Feb-2018 13-Feb-2019 <2 13-Feb-2020 2.2
14-Feb-2018 13.5 14-Feb-2019 <2 14-Feb-2020
15-Feb-2018 9.6 15-Feb-2019 15-Feb-2020
16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020 <2
18-Feb-2018 18-Feb-2019 <2 18-Feb-2020
19-Feb-2018 3.2 19-Feb-2019 19-Feb-2020 <2
20-Feb-2018 20-Feb-2019 <2 20-Feb-2020 <2
21-Feb-2018 4.4 21-Feb-2019 <2 21-Feb-2020
22-Feb-2018 5.9 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
24-Feb-2018 24-Feb-2019 24-Feb-2020 <2
25-Feb-2018 25-Feb-2019 <2 25-Feb-2020
26-Feb-2018 2.4 26-Feb-2019 <2 26-Feb-2020 <2
27-Feb-2018 2.7 27-Feb-2019 <2 27-Feb-2020 2.4
28-Feb-2018 4.4 28-Feb-2019 28-Feb-2020
1-Mar-2018 1-Mar-2019 29-Feb-2020
2-Mar-2018 2-Mar-2019 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020 <2 '
4-Mar-2018 4-Mar-2019 5.1 3-Mar-2020
5-Mar-2018 5.8 5-Mar-2019 4-Mar-2020 <2
6-Mar-2018 6-Mar-2019 9.0 5-Mar-2020 2.1
7-Mar-2018 6.6 7-Mar-2019 <2 6-Mar-2020
8-Mar-2018 8.2 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020 <2
11-Mar-2018 11-Mar-2019 <2 10-Mar-2020
12-Mar-2018 5.6 12-Mar-2019 11-Mar-2020 <2
13-Mar-2018 13-Mar-2019 3.7 12-Mar-2020 <2
14-Mar-2018 14-Mar-2019 3.2 13-Mar-2020
15-Mar-2018 10.9 15-Mar-2019 14-Mar-2020 _
16-Mar-2018 6.1 16-Mar-2019 15-Mar-2020
Randleman Effluent BODS Data 2018 to 2020 25

r -
RANDLEMAN EFFLUENT BOOS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
17-Mar-2018 17-Mar-2019 16-Mar-2020 <2
18-Mar-2018 18-Mar-2019 <2 17-Mar-2020
19-Mar-2018 6.2 19-Mar-2019 18-Mar-2020 <2
20-Mar-2018 9.0 20-Mar-2019 <2 19-Mar-2020 2.6
21-Mar-2018 21-Mar-2019 <2 20-Mar-2020
22-Mar-2018 22-Mar-2019 21-Mar-2020
23-Mar-2018 12.6 23-Mar-2019 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020 <2
25-Mar-2018 25-Mar-2019 3.6 24-Mar-2020
26-Mar-2018 7.5 26-Mar-2019 25-Mar-2020 <2
27-Mar-2018 27-Mar-2019 <2 26-Mar-2020 <2
28-Mar-2018 7.0 28-Mar-2019 <2 27-Mar-2020
29-Mar-2018 7.0 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
31-Mar-2018 31-Mar-2019 30-Mar-2020 <2
1-Apr-2018 1-Apr-2019 <2 31-Mar-2020
2-Apr-2018 6.5 2-Apr-2019 1-Apr-2020 <2
3-Apr-2018 3-Apr-2019 <2 2-Apr-2020 <2
4-Apr-2018 4-Apr-2019 2.1 3-Apr-2020
5-Apr-2018 7.5 5-Apr-2019 4-Apr-2020
6-Apr-2018 8.6 6-Apr-2019 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020 <2
8-Apr-2018 8-Apr-2019 7-Apr-2020
9-Apr-2018 9-Apr-2019 4.7 8-Apr-2020 <2
10-Apr-2018 13.2 10-Apr-2019 3.1 9-Apr-2020 <2
11-Apr-2018 52.6 11-Apr-2019 2.2 10-Apr-2020
12-Apr-2018 12.8 12-Apr-2019 11-Apr-2020
13-Apr-2018 13-Apr-2019 12-Apr-2020
14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 <2 14-Apr-2020 <2
16-Apr-2018 17.8 16-Apr-2019 15-Apr-2020
17-Apr-2018 17-Apr-2019 <2 16-Apr-2020 <2
18-Apr-2018 10.9 18-Apr-2019 <2 17-Apr-2020 <2
19-Apr-2018 13.6 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
21-Apr-2018 21-Apr-2019 20-Apr-2020 <2
22-Apr-2018 22-Apr-2019 <2 21-Apr-2020
23-Apr-2018 13.9 23-Apr-2019 22-Apr-2020 <2
24-Apr-2018 24-Apr-2019 <2 23-Apr-2020 7.7
25-Apr-2018 25-Apr-2019 <2 24-Apr-2020
26-Apr-2018 55.8 26-Apr-2019 25-Apr-2020
27-Apr-2018 23.4 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020 36.5
29-Apr-2018 29-Apr-2019 <2 28-Apr-2020
30-Apr-2018 8.1 30-Apr-2019 29-Apr-2020 28.6
1-May-2018 1-May-2019 <2 30-Apr-2020 17.0
2-May-2018 8.6 2-May-2019 <2 1-May-2020
3-May-2018 9.3 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020 9.3
6-May-2018 6-May-2019 4.1 5-May-2020
7-May-2018 10.6 7-May-2019 6-May-2020 11.0
8-May-2018 8-May-2019 3.4 7-May-2020 <2
9-May-2018 9-May-2019 4.6 8-May-2020
10-May-2018 10.3 10-May-2019 9-May-2020
11-May-2018 9.5 11-May-2019 10-May-2020
12-May-2018 12-May-2019 11-May-2020 <2
13-May-2018 13-May-2019 <2 12-May-2020
14-May-2018 14-May-2019 13-May-2020 <2
15-May-2018 6.4 15-May-2019 <2 14-May-2020 <2
16-May-2018 6.8 16-May-2019 <2 15-May-2020
17-May-2018 8.4 17-May-2019 16-May-2020
18-May-2018 8.1 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020 <2
20-May-2018 20-May-2019 <2 19-May-2020
21-May-2018 6.8 21-May-2019 20-May-2020 <2
22-May-2018 7.4 22-May-2019 2.6 21-May-2020 <2
23-May-2018 8.0 23-May-2019 <2 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 14.3 25-May-2019 24-May-2020
26-May-2018 26-May-2019 25-May-2020
27-May-2018 27-May-2019 26-May-2020 <2
28-May-2018 28-May-2019 3.7 27-May-2020 <2
29-May-2018 18.9 29-May-2019 2.4 28-May-2020 <2
30-May-2018 10.4 30-May-2019 <2 29-May-2020
Randleman Effluent BOD5 Data 2018 to 2020 26

RANDLEMAN EFFLUENT BOD5 DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
31-May-2018 9.3 31-May-2019 30-May-2020
1-Jun-2018 10.0 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020 <2
3-Jun-2018 3-Jun-2019 <2 2-Jun-2020
4-Jun-2018 7.2 4-Jun-2019 3-Jun-2020 <2
5-Jun-2018 9.1 5-Jun-2019 2.1 4-Jun-2020 <2
6-Jun-2018 11.2 6-Jun-2019 <2 5-Jun-2020
7-Jun-2018 13.8 7-Jun-2019 6-Jun-2020
8-Jun-2018 12.8 8-Jun-2019 7-Jun-2020
9-Jun-2018 9-Jun-2019 8-Jun-2020 <2
10-Jun-2018 10-Jun-2019 <2 9-Jun-2020
11-Jun-2018 8.5 11-Jun-2019 10-Jun-2020 <2
12-Jun-2018 10.0 12-Jun-2019 <2 11-Jun-2020 <2
13-Jun-2018 11.2 13-Jun-2019 <2 12-Jun-2020
14-Jun-2018 10.2 14-Jun-2019 13Jun-2020
15-Jun-2018 13.4 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020 <2
17-Jun-2018 17-Jun-2019 2.3 16-Jun-2020
18-Jun-2018 11.1 18-Jun-2019 17-Jun-2020 <2
19-Jun-2018 8.9 19-Jun-2019 <2 18-Jun-2020 <2
20-Jun-2018 10.0 20-Jun-2019 <2 19-Jun-2020
21-Jun-2018 8.6 21-Jun-2019 20-Jun-2020
22-Jun-2018 10.0 22-Jun-2019 21-Jun-2020
23-Jun-2018 23-Jun-2019 22-Jun-2020 <2__
24-Jun-2018 24-Jun-2019 <2 23-Jun-2020
25-Jun-2018 9.2 25-Jun-2019 24Jun-2020 <2
26-Jun-2018 26-Jun-2019 <2 25-Jun-2020 <2
27-Jun-2018 6.5 27-Jun-2019 <2 26-Jun-2020
28-Jun-2018 5.4 28-Jun-2019 27-Jun-2020
29-Jun-2018 5.5 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020 <2
1-Jul-2018 1-Jul-2019 2.0 30-Jun-2020
2-Jul-2018 4.0 2-Jul-2019 <2 1Jul-2020_ <2
3-Jul-2018 2.7 3-Jul-2019 <2 2-Jul-2020 <2
4-Jul-2018 4-Jul-2019 3-Jul-2020
5-Jul-2018 2.7 5-Jul-2019 4-Jul-2020
6-Jul-2018 3.2 6-Jul-2019 5-Jul-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020 <2
8-Jul-2018 8-Jul-2019 7-Jul-2020
9-Jul-2018 3.0 9-Jul-2019 2.8 8-Jul-2020 <2
10-Jul-2018 5.7 10Jul-2019 2.3 9-Jul-2020 <2
11-Jul-2018 7.7 11-Jul-2019 <2 10-Jul-2020
12-Jul-2018 20.2 12Jul-2019 11-Jul-2020
13-Jul-2018 5.8 13Jul-2019 12-Jul-2020
14-Jul-2018 14Jul-2019 13Jul-2020 <2
15-Jul-2018 15Jul-2019 <2 14Ju62020
16-Jul-2018 4.4 16-Jul-2019 15-Jul-2020 <2
17-Jul-2018 5.0 17Jul-2019 <2 16-Jul-2020 <2
18-Jul-2018 5.1 18Jul-2019 <2 17Jul-2020
19-J u l-2018 19J u l-2019 18J u l-2020
20-Jul-2018 3.2 20-Jul-2019 19-Jul-2020
21-Jul-2018 21-Jul-2019 20-Jul-2020
22-Jul-2018 22-Jul-2019 <2 21-Jul-2020 <2
23-Jul-2018 <2 23-Jul-2019 22-Jul-2020
24-Jul-2018 3.3 24Jul-2019 2.1 23-Jul-2020 <2
25-Jul-2018 3.0 25Jul2019 <2 24-Jul-2020 <2
26-Jul-2018 2.5 26-Jul-2019 25-Jul-2020
27-Jul-2018 3.0 27-Jul-2019 26-Jul-2020
28-Jul-2018 28-Jul-2019 27-Jul-2020 <2
29Jul-2018 29-Jul.2019 <2 28-Jul-2020
30Jul-2018 3.0 30-Jul-2019 29-Jul-2020 <2
31-Jul-2018 2.5 31-Jul-2019 <2 30-Jul-2020 <2
1-Auq-2018 5.2 1-Aug-2019 <2 31-Jul-2020
2-Aug-2018 3.0 2-Aug-2019 1-Aug-2020
3-Aug-2018 2.5 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 3-Aug-2020 <2
5-Auq-2018 5-Aug-2019 <2 4-Auq-2020
6-Aug-2018 2.9 6-Aug-2019 5-Aug-2020 <2
7-Aug-2018 2.9 7-Aug-2019 <2 6-Aug-2020 <2
8-Aug-2018 8-Aug-2019 <2 7-Aug-2020
9-Aug-2018 2.9 9-Aug-2019 8-Aug-2020
10-Aug-2018 3.4 10-Aug-2019 9-Aug-2020
11-Aug-2018 11-Aug-2019 10-Aug-2020 <2
12-Aug-2018 12-Aug-2019 <2 11-Aug-2020
13-Aug-2018 2.2 13-Aug-2019 12-Aug-2020 <2
Randleman Effluent BOD5 Data 2018 to 2020 27

RANDLEMAN EFFLUENT BOD5 DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
14-Aug-2018 2.6 14-Aug-2019 <2 13-Aug-2020 <2
15-Aug-2018 2.2 15-Aug-2019 <2 14-Aug-2020
16-Aug-2018 16-Aug-2019 15-Aug-2020
17-Aug-2018 17-Aug-2019 16-Aug-2020
18-Aug-2018 18-Aug-2019 17-Aug-2020 <2
19-Aug-2018 19-Aug-2019 <2 18-Aug-2020
20-Aug-2018 <2 20-Aug-2019 19-Aug-2020 <2
21-Aug-2018 2.1 21-Auq-2019 <2 20-Auq-2020 <2
22-Aug-2018 22-Aug-2019 <2 21-Aug-2020
23-Aug-2018 <2 23-Aug-2019 22-Aug-2020
24-Aug-2018 <2 24-Aug-2019 23-Aug-2020
25-Auq-2018 25-Aug-2019 24-Aug-2020 <2
26-Aug-2018 26-Aug-2019 2.8 25-Aug-2020
27-Aug-2018 3.5 27-Aug-2019 26-Aug-2020 <2
28-Aug-2018 3.1 28-Aug-2019 <2 27-Aug-2020 <2
29-Aug-2018 3.2 29-Aug-2019 <2 28-Aug-2020
30-Aug-2018 2.5 30-Aug-2019 29-Auq-2020
31-Aug-2018, <2 31-Aug-2019 30-Aug-2020
1-Sep-2018 1-Sep-2019 31-Aug-2020 <2
2-Sep-2018 2-Sep-2019 1-Sep-2020
3-Sep-2018 3-Sep-2019 <2 2-Sep-2020 <2
4-Sep-2018 4.5 4-Sep-2019 <2 3-Sep-2020 <2
5-Sep-2018 <2 5-Sep-2019 <2 4-Sep-2020
6-Sep-2018 <2 6-Sep-2019 5-Sep-2020
7-Sep-2018 7-Sep-2019 6-Sep-2020
8-Sep-2018 8-Sep-2019 7-Sep-2020
9-Sep-2018 9-Sep-2019 <2 8-Sep-2020 <2
10-Sep-2018 <2 10-Sep-2019 9-Sep-2020 <2
11-Sep-2018 2.3 11-Sep-2019 <2 10-Sep-2020 <2
12-Sep-2018 2.6 12-Sep-2019 <2 11-Sep-2020
13-Sep-2018 13-Sep-2019 12-Sep-2020
14-Sep-2018 14-Sep-2019 13-Sep-2020
15-Sep-2018 15-Sep-2019 14-Sep-2020 <2
16-Sep-2018 16-Sep-2019 <2 15-Sep-2020
17-Sep-2018 <2 17-Sep-2019 16-Sep-2020 5.0
18-Sep-2018 18-Sep-2019 <2 17-Sep-2020 5.2
19-Sep-2018 <2 19-Sep-2019 <2 18-Sep-2020
20-Sep-2018 2.6 20-Sep-2019 19-Sep-2020
21-Sep-2018 21-Sep-2019 20-Sep-2020
22-Sep-2018 22-Sep-2019 21-Sep-2020 <2
23-Sep-2018 23-Sep-2019 <2 22-Sep-2020
24-Sep-2018 <2 24-Sep-2019 23-Sep-2020 <2
25-Sep-2018 25-Sep-2019 3.4 24-Sep-2020 <2
26-Sep-2018 2.1 26-Sep-2019 <2 25-Sep-2020
27-Sep-2018 <2 27-Sep-2019 26-Sep-2020
28-Sep-2018 28-Sep-2019 27-Sep-2020
29-Sep-2018 29-Sep-2019 28-Sep-2020 <2
30-Sep-2018 30-Sep-2019 <2 29-Sep-2020
1-Oct-2018 <2 1-Oct-2019 30-Sep-2020 <2
2-Oct-2018 2-Oct-2019 <2 1-Oct-2020 <2
3-Oct-2018 <2 3-Oct-2019 <2 2-Oct-2020
4-Oct-2018 <2 4-Oct-2019 3-Oct-2020
5-Oct-2018 5-Oct-2019 4-Oct-2020
6-Oct-2018 6-Oct-2019 5-Oct-2020
7-Oct-2018 7-Oct-2019 6-Oct-2020 <2
8-Oct-2018 <2 8-Oct-2019 <2 7-Oct-2020
9-Oct-2018 9-Oct-2019 <2 8-Oct-2020 <2
10-Oct-2018 <2 10-Oct-2019 <2 9-Oct-2020 <2
11-Oct-2018 <2 11-Oct-2019 10-Oct-2020
12-Oct-2018 12-Oct-2019 11-Oct-2020
13-Oct-2018 13-Oct-2019 12-Oct-2020 <2
14-Oct-2018 14-Oct-2019 <2 13-Oct-2020
15-Oct-2018 15-Oct-2019 14-Oct-2020 <2
16-Oct-2018 <2 16-Oct-2019 <2 15-Oct-2020 <2
17-Oct-2018 <2 17-Oct-2019 <2 16-Oct-2020
18-Oct-2018 <2 18-Oct-2019 17-Oct-2020
19-Oct-2018 19-Oct-2019 18-Oct-2020
20-Oct-2018 20-Oct-2019 19-Oct-2020 <2
21-Oct-2018 21-Oct-2019 <2 20-Oct-2020
22-Oct-2018 <2 22-Oct-2019 21-Oct-2020 <2
23-Oct-2018 23-Oct-2019 <2 22-Oct-2020 <2
24-Oct-2018 <2 24-Oct-2019 <2 23-Oct-2020
25-Oct-2018 <2 25-Oct-2019 24-Oct-2020
26-Oct-2018 26-Oct-2019 25-Oct-2020
27-Oct-2018 27-Oct-2019 26-Oct-2020 <2
Randleman Effluent BODS Data 2018 to 2020 28

RANDLEMAN EFFLUENT BOD5 DATA
2018 2019 2020
Date mg/L Date mglL Date mg/L
28-Oct-2018 28-Oct-2019 <2 27-Oct-2020
29-Oct-2018 <2 29-Oct-2019 28-Oct-2020 <2
30-Oct-2018 30-Oct-2019 <2 29-Oct-2020 <2
31-Oct-2018 <2 31-Oct-2019 <2 30-Oct-2020
_1_-Nov-2018 <2 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020 _ __
3-Nov-2018 3-Nov-2019 2-Nov-2020 <2
4-Nov-2018 4-Nov-2019 <2 3-Nov-2020
5-Nov-2018 <2 5-Nov-2019 4-Nov-2020 <2
6-Nov-2018 6-Nov-2019 <2 5-Nov-2020 <2
7-Nov-2018 <2 7-Nov-2019 <2 6-Nov-2020
8-Nov-2018 <2 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 8-Nov-2020
10-Nov-2018 10-Nov-2019 9-Nov-2020 <2
11-Nov-2018 11-Nov-2019 10-Nov-2020 <2
12-Nov-2018 12-Nov-2019 <2 11-Nov-2020
13-Nov-2018 <2 13-Nov-2019 <2 12-Nov-2020 <2
14-Nov-2018 <2 14-Nov-2019 <2 13-Nov-2020
15-Nov-2018 <2 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020 4.6
18-Nov-2018 18-Nov-2019 <2 17-Nov-2020
19-Nov-2018 <2 19-Nov-2019 18-Nov-2020 <2
20-Nov-2018 <2 20-Nov-2019 <2 19-Nov-2020 <2
21-Nov-2018 <2 21-Nov-2019 <2 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020 __
24-Nov-2018 24-Nov-2019 23-Nov-2020 7.2
25-Nov-2018 25-Nov-2019 <2 24-Nov-2020 <2
26-Nov-2018 3.0 26-Nov-2019 4.0 25-Nov-2020 5.5
27-Nov-2018 27-Nov-2019 4.5 26-Nov-2020
28-Nov-2018 <2 28-Nov-2019 27-Nov-2020
29-Nov-2018 <2 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 30-Nov-2020 <2
2-Dec-2018 2-Dec-2019 3.0 1-Dec-2020
3-Dec-2018 <2 3-Dec-2019 2-Dec-2020 _4.6 _
4-Dec-2018 4-Dec-2019 <2 3-Dec-2020 <2
5-Dec-2018 <2 5-Dec-2019 <2 4-Dec-2020 _
6-Dec-2018 <2 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020
8-Dec-2018 8-Dec-2019 7-Dec-2020 2.6
9-Dec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 <2 9-Dec-2020 <2
11-Dec-2018 11-Dec-2019 <2 10-Dec-2020 <2
12-Dec-2018 3.7 12-Dec-2019 <2 11-Dec-2020
13-Dec-2018 2.7 13-Dec-2019 12-Dec-2020
14-Dec-2018 5.3 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020 <2
16-Dec-2018 16-Dec-2019 <2 15-Dec-2020
17-Dec-2018 2.4 17-Dec-2019 16-Dec-2020 <2
18-Dec-2018 18-Dec-2019 <2 17-Dec-2020 <2
19-Dec-2018 <2 19-Dec-2019 <2 18-Dec-2020
20-Dec-2018 <2 20-Dec-2019 19-Dec-2020
21-Dec-2018 21-Dec-2019 20-Dec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020 <2
23-Dec-2018 23-Dec-2019 <2 22-Dec-2020 <2
__24-Dec-2018 24-Dec-2019 23-Dec-2020 <2
25-Dec-2018 25-Dec-2019 24-Dec-2020
26-Dec-2018 <2 26-Dec-2019 <2 25-Dec-2020
27-Dec-2018 <2 27-Dec-2019 <2 26-Dec-2020
28-Dec-2018 <2 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 <2 29-Dec-2020 <2
31-Dec-2018 <2 31-Dec-2019 <2 30-Dec-2020 <2
31-Dec-2020 <2
COUNT 179 COUNT 156 COUNT 157
AVERAGE 7.7 AVERAGE 3.3 AVERAGE 7.9
MAX 55.8 MAX 9.0 MAX 36.5
3 YR MAX 55.8
3YRAVG 6.9
COUNT 492
Randleman Effluent BOD5 Data 2018 to 2020 29

RANDLEMAN EFFLUENT FECAL COLIFORM DATA
2018 2019 2020
Date cfu/100 mL Date cfu/100 mL Date cfu/100 mL
1-Jan-2018 1-Jan-2019 1-Jan-2020
2-Jan-2018 1 2-Jan-2019 <1 2-Jan-2020 6
3-Jan-2018 <1 3-Jan-2019 <1 3-Jan-2020
4-Jan-2018 <1 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 6-Jan-2020 1
7-Jan-2018 7-Jan-2019 1 7-Jan-2020 2
8-Jan-2018 <1 8-Jan-2019 8-Jan-2020 1
9-Jan-2018 9-Jan-2019 <1 9-Jan-2020 <1
10-Jan-2018 1 10-Jan-2019 <1 10-Jan-2020
11-Jan-2018 <1 11-Jan-2019 11-Jan-2020
12-Jan-2018 12-Jan-2019 12-Jan-2020
13-Jan-2018 13-Jan-2019 13-Jan-2020 <1
14-Jan-2018 14-Jan-2019 14-Jan-2020
15-Jan-2018 15-Jan-2019 <1 15-Jan-2020 58
16-Jan-2018 <1 16-Jan-2019 1 16-Jan-2020 15
17-Jan-2018 1 17-Jan-2019 <1 17-Jan-2020
18-Jan-2018 1 18-Jan-2019 18-Jan-2020
19-Jan-2018 19-Jan-2019 19-Jan-2020
20-Jan-2018 20-Jan-2019 20-Jan-2020
21-Jan-2018 21-Jan-2019 21-Jan-2020 <1
22-Jan-2018 2 22-Jan-2019 1 22-Jan-2020 37
23-Jan-2018 23-Jan-2019 2 23-Jan-2020 25
24-Jan-2018 <1 24-Jan-2019 2 24-Jan-2020
25-Jan-2018 1 25-Jan-2019 25-Jan-2020
26-Jan-2018 26-Jan-2019 26-Jan-2020
27-Jan-2018 27-Jan-2019 27-Jan-2020 13
28-Jan-2018 28-Jan-2019 1 28-Jan-2020
29-Jan-2018 29-Jan-2019 29-Jan-2020 2420
30-Jan-2018 30-Jan-2019 1 30-Jan-2020 3
31-Jan-2018 1 31-Jan-2019 <1 31-Jan-2020
1-Feb-2018 <1 1-Feb-2019 1-Feb-2020
2-Feb-2018 <1 2-Feb-2019 2-Feb-2020
3-Feb-2018 3-Feb-2019 3-Feb-2020 <1
4-Feb-2018 4-Feb-2019 4-Feb-2020
5-Feb-2018 3 5-Feb-2019 5-Feb-2020 <1
6-Feb-2018 1 6-Feb-2019 1 6-Feb-2020 5
7-Feb-2018 2 7-Feb-2019 2 7-Feb-2020
8-Feb-2018 8-Feb-2019 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020 4
11-Feb-2018 11-Feb-2019 <1 11-Feb-2020
12-Feb-2018 <1 12-Feb-2019 12-Feb-2020 2
13-Feb-2018 13-Feb-2019 4 13-Feb-2020 1
14-Feb-2018 <1 14-Feb-2019 7 14-Feb-2020
15-Feb-2018 <1 15-Feb-2019 15-Feb-2020
16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020 1
18-Feb-2018 18-Feb-2019 5 18-Feb-2020
19-Feb-2018 <1 19-Feb-2019 19-Feb-2020 2
20-Feb-2018 20-Feb-2019 6 20-Feb-2020 1
21-Feb-2018 1 21-Feb-2019 4 21-Feb-2020
22-Feb-2018 <1 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
24-Feb-2018 24-Feb-2019 24-Feb-2020 2
25-Feb-2018 25-Feb-2019 <1 25-Feb-2020
26-Feb-2018 <1 26-Feb-2019 3 26-Feb-2020 1
27-Feb-2018 <1 27-Feb-2019 2 27-Feb-2020 18
28-Feb-2018 <1 28-Feb-2019 28-Feb-2020
1-Mar-2018 1-Mar-2019 29-Feb-2020
2-Mar-2018 2-Mar-2019 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020 1
4-Mar-2018 4-Mar-2019 11 3-Mar-2020
5-Mar-2018 2 5-Mar-2019 4-Mar-2020 <1
6-Mar-2018 6-Mar-2019 10 5-Mar-2020 10
7-Mar-2018 1 7-Mar-2019 2 6-Mar-2020
8-Mar-2018 <1 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020 5
11-Mar-2018 11-Mar-2019 5 10-Mar-2020
12-Mar-2018 <1 12-Mar-2019 11-Mar-2020 3
13-Mar-2018 13-Mar-2019 71 12-Mar-2020 4
14-Mar-2018 14-Mar-2019 5 13-Mar-2020
15-Mar-2018 1 15-Mar-2019 14-Mar-2020
16-Mar-2018 <1 16-Mar-2019 15-Mar-2020
Randleman Effluent Fecal Coliform Data 2018 to 2020 30

RANDLEMAN EFFLUENT FECAL COLIFORM DATA
2018 2019 2020
Date cfu/100 mL Date cfu/100 mL Date cfu/100 mL
17-Mar-2018 17-Mar-2019 16-Mar-2020 7
18-Mar-2018 18-Mar-2019 6 17-Mar-2020
19-Mar-2018 <1 19-Mar-2019 18-Mar-2020 16
20-Mar-2018 <1 20-Mar-2019 10 19-Mar-2020 20
21-Mar-2018 21-Mar-2019 452 20-Mar-2020
22-Mar-2018 22-Mar-2019 21-Mar-2020
23-Mar-2018 1 23-Mar-2019 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020 <1
25-Mar-2018 25-Mar-2019 1 24-Mar-2020
26-Mar-2018 <1 26-Mar-2019 25-Mar-2020 1 •
27-Mar-2018 27-Mar-2019 3 26-Mar-2020 2
28-Mar-2018 <1 28-Mar-2019 26 27-Mar-2020
29-Mar-2018 <1 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
31-Mar-2018 31-Mar-2019 30-Mar-2020 14
1-Apr-2018 1-Apr-2019 <1 31-Mar-2020
2-Apr-2018 2-Apr-2019 1-Apr-2020 2
3-Apr-2018 3-Apr-2019 4 2-Apr-2020 17
4-Apr-2018 5 4-Apr-2019 1 3-Apr-2020
5-Apr-2018 <1 5-Apr-2019 4-Apr-2020
6-Apr-2018 1 6-Apr-2019 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020 15
8-Apr-2018 8-Apr-2019 7-Apr-2020
9-Apr-2018 9-Apr-2019 3 8-Apr-2020 2
10-Apr-2018 30 10-Apr-2019 14 9-Apr-2020 3
11-Apr-2018 10 11-Apr-2019 <1 10-Apr-2020
12-Apr-2018 6 12-Apr-2019 11-Apr-2020,
13-Apr-2018 13-Apr-2019 12-Apr-2020
14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 <1 14-Apr-2020 16
16-Apr-2018 3 16-Apr-2019 15-Apr-2020
17-Apr-2018 17-Apr-2019 <1 16-Apr-2020 13
18-Apr-2018 1 18-Apr-2019 <1 17-Apr-2020 6
19-Apr-2018 2 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
21-Apr-2018 21-Apr-2019 20-Apr-2020 2
22-Apr-2018 22-Apr-2019 1 21-Apr-2020
23-Apr-2018 <1 23-Apr-2019 22-Apr-2020 1
24-Apr-2018 24-Apr-2019 <1 23-Apr-2020 3
25-Apr-2018 25-Apr-2019 1 24-Apr-2020
26-Apr-2018 3 26-Apr-2019 25-Apr-2020
27-Apr-2018 4 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020 <1
29-Apr-2018 29-Apr-2019 <1 28-Apr-2020
30-Apr-2018 2 30-Apr-2019 29-Apr-2020 2
1-May-2018 1-May-2019 <1 30-Apr-2020 2
2-May-2018 2 2-May-2019 30 1-May-2020
3-May-2018 1 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020 1
6-May-2018 6-May-2019 <1 5-May-2020
7-May-2018 <1 7-May-2019 6-May-2020 2
8-May-2018 8-May-2019 <1 7-May-2020 2
9-May-2018 9-May-2019 231 8-May-2020
10-May-2018 9 10-May-2019 9-May-2020
11-May-2018 <1 11-May-2019 10-May-2020
12-May-2018 12-May-2019 11-May-2020 34
13-May-2018 13-May-2019 7 12-May-2020
14-May-2018 14-May-2019 13-May-2020 11
15-May-2018 <1 15-May-2019 1 14-May-2020 6
16-May-2018 32 16-May-2019 40 15-May-2020
17-May-2018 6 17-May-2019 16-May-2020
18-May-2018 <1 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020 36
20-May-2018 20-May-2019 <1 19-May-2020 _
21-May-2018 6 21-May-2019 20-May-2020 2
22-May-2018 8 22-May-2019 <1 21-May-2020 20
23-May-2018 12 23-May-2019 4 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 2 25-May-2019 24-May-2020
26-May-2018 26-May-2019 25-May-2020
27-May-2018 27-May-2019 26-May-2020 34
28-May-2018 28-May-2019 1 27-May-2020 4
29-May-2018 1 29-May-2019 43 28-May-2020 22
30-May-2018 <1 30-May-2019 1 29-May-2020
Randleman Effluent Fecal Coliform Data 2018 to 2020 31

RANDLEMAN EFFLUENT FECAL COLIFORM DATA
2018 2019 2020
Date cfu/100 mL Date cfu/100 mL Date cfu/100 mL
31-May-2018 <1 31-May-2019 30-May-2020
1-Jun-2018 <1 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020 1
3-Jun-2018 3-Jun-2019 60 2-Jun-2020
4-Jun-2018 7 4-Jun-2019 3-Jun-2020 48
5-Jun-2018 4 5-Jun-2019 1 4-Jun-2020 75
6-Jun-2018 <1 6-Jun-2019 1 5-Jun-2020
7-Jun-2018 3 7-Jun-2019 6-Jun-2020
8-Jun-2018 219 8-Jun-2019 7-Jun-2020
9-Jun-2018 9-Jun-2019 8-Jun-2020 62
10-Jun-2018 10-Jun-2019 10 9-Jun-2020
11-Jun-2018 1 11-Jun-2019 10-Jun-2020 2420
12-Jun-2018 <1 12-Jun-2019 6 11-Jun-2020 199
13-Jun-2018 276 13-Jun-2019 5 12-Jun-2020 20
14-Jun-2018 <1 14-Jun-2019 13-Jun-2020
15-Jun-2018 <1 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020 236
17Jun-2018 17-Jun-2019 3 16-Jun-2020
18-Jun-2018 <1 18-Jun-2019 17-Jun-2020 <1
19-Jun-2018 <1 19-Jun-2019 1 18-Jun-2020 113
20-Jun-2018 <1 20-Jun-2019 1 19-Jun-2020
21-Jun-2018 <1 21-Jun-2019 20-Jun-2020
22-Jun-2018 <1 22-Jun-2019 21-Jun-2020
23-Jun-2018 23-Jun-2019 22-Jun-2020 25
24-Jun-2018 24-Jun-2019 44 23-Jun-2020
25-Jun-2018 <1 25-Jun-2019 24-Jun-2020 49
26-Jun-2018 26-Jun-2019 172 25-Jun-2020 34
27-Jun-2018 <1 27-Jun-2019 <1 26-Jun-2020
28-Jun-2018 2 28-Jun-2019 27-Jun-2020
29-Jun-2018 <1 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020 34
1-Jul-2018 1-Jul-2019 20 30-Jun-2020
2-Jul-2018 <1 2-Jul-2019 39 1-Jul-2020 19
3-Jul-2018 <1 3-Jul-2019 <1 2-Jul-2020 10
4-Jul-2018 4-Jul-2019 3-Jul-2020
5-Jul-2018 <1 5-Jul-2019 4-Jul-2020
6-Jul-2018 <1 6-Jul-2019 5-Jul-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020 27
8-Jul-2018 8-Jul-2019 7-Jul-2020
9-Jul-2018 2 9-Jul-2019 <1 8-Jul-2020 43
10-Jul-2018 25 10-Jul-2019 6 9-Jul-2020 165
11-Jul-2018 2 11-Jul-2019 2 10-Jul-2020
12Ju1-2018 748 12-Jul-2019 11-Jul-2020
13-Jul-2018 6 13-Jul-2019 12-Jul-2020
14-Jul-2018 14-Jul-2019 13-Jul-2020 59
15-Jul-2018 15-Jul-2019 2 14-Jul-2020
16-Jul-2018 38 16-Jul-2019 15-Jul-2020 144
17-Jul-2018 <1 17Ju1-2019 308 16-Jul-2020 1
18-Jul-2018 <1 18-Jul-2019 8 17-Jul-2020
19-Jul-2018 19-Jul-2019 18-Jul-2020
20-Jul-2018 23 20-Jul-2019 19-Jul-2020
21-Jul-2018 21-Jul-2019 20-Jul-2020
22-Jul-2018 22-Jul-2019 1 21-Jul-2020 105
23-Jul-2018 3 23-Jul-2019 22-Jul-2020
24-Jul-2018 18 24-Jul-2019 18 23-Jul-2020 866
25-Jul-2018 35 25-Jul-2019 5 24-Jul-2020 184
26-Jul-2018 46 26-Jul-2019 25-Jul-2020
27-Jul-2018 38 27-Jul-2019 26-Jul-2020
28-Jul-2018 28-Jul-2019 27-Jul-2020 98
29-Jul-2018 29-Jul-2019 1 28-Jul-2020
30-Jul-2018 1 30-Jul-2019 29-Jul-2020 114
31-Jul-2018 <1 31-Jul-2019 6 30-Jul-2020 80
1-Aug-2018 78 1-Aug-2019 390 31-Jul-2020
2-Aug-2018 40 2-Aug-2019 1-Aug-2020
3-Aug-2018 6 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 3-Aug-2020 118
5-Aug-2018 5-Aug-2019 1 4-Aug-2020
6-Aug-2018 1 6-Aug-2019 5-Aug-2020 91
7-Aug-2018 16 7-Aug-2019 308 6-Aug-2020 102
8-Aug-2018 8-Aug-2019 1 7-Aug-2020
9-Aug-2018 <1 9-Aug-2019 8-Aug-2020
10-Auq-2018 55 10-Aug-2019 9-Aug-2020
11-Auq-2018 11-Aug-2019 10-Aug-2020 67
12-Aug-2018 12-Aug-2019 183 11-Aug-2020
13-Aug-2018 51 13-Aug-2019 12-Aug-2020 124
Randleman Effluent Fecal Coliform Data 2018 to 2020 32

r
RANDLEMAN EFFLUENT FECAL COLIFORM DATA
2018 2019 2020
Date cfu/100 mL Date cfu/100 mL Date cfu/100 mL
14-Aug-2018 105 14-Aug-2019 22 13-Aug-2020 66
15-Aug-2018 146 15-Aug-2019 47 14-Aug-2020
16-Aug-2018 16-Aug-2019 15-Aug-2020
17-Aug-2018 17-Auq-2019 16-Aug-2020
18-Aug-2018 18-Aug-2019 17-Aug-2020 44
19-Aug-2018 19-Aug-2019 40 18-Aug-2020
20-Aug-2018 36 20-Aug-2019 19-Aug-2020 114
21-Aug-2018 34 21-Aug-2019 6 20-Aug-2020 89
22-Aug-2018 22-Aug-2019 6 21-Aug-2020
23-Aug-2018 4 23-Aug-2019 22-Aug-2020
24-Aug-2018 5 24-Aug-2019 23-Aug-2020 j
25-Aug-2018 25-Aug-2019 24-Aug-2020 51
26-Aug-2018 26-Aug-2019 <1 25-Aug-2020
27-Aug-2018 3 27-Aug-2019 26-Aug-2020 162
28-Aug-2018 43 28-Aug-2019 <1 27-Aug-2020 <1
29-Aug-2018 102 29-Aug-2019 22 28-Aug-2020
30-Aug-2018 770 30-Aug-2019 29-Aug-2020
31-Aug-2018 517 31-Aug-2019 30-Aug-2020
1-Sep-2018 1-Sep-2019 31-Aug-2020 51
2-Sep-2018 2-Sep-2019 1-Sep-2020
3-Sep-2018 3-Sep-2019 <1 2-Sep-2020 93
4-Sep-2018 21 4-Sep-2019 6 3-Sep-2020 152
5-Sep-2018 58 5-Sep-2019 4 4-Sep-2020
6-Sep-2018 <1 6-Sep-2019 5-Sep-2020
7-Sep-2018 7-Sep-2019 6-Sep-2020
8-Sep-2018 8-Sep-2019 7-Sep-2020
9-Sep-2018 9-Sep-2019 8 8-Sep-2020 <1
10-Sep-2018 3 10-Sep-2019 9-Sep-2020 39
11-Sep-2018 14 11-Sep-2019 6 10-Sep-2020 <1
12-Sep-2018 30 12-Sep-2019 103 11-Sep-2020
13-Sep-2018 13-Sep-2019 12-Sep-2020
14-Sep-2018 14-Sep-2019 13-Sep-2020
15-Sep-2018 15-Sep-2019 14-Sep-2020 <1
16-Sep-2018 16-Sep-2019 <1 15-Sep-2020
17-Sep-2018 30 17-Sep-2019 16-Sep-2020 <1
18-Sep-2018 18-Sep-2019 2 17-Sep-2020 <1
19-Sep-2018 14 19-Sep-2019 40 18-Sep-2020
20-Sep-2018 30 20-Sep-2019 19-Sep-2020
21-Sep-2018 21-Sep-2019 20-Sep-2020
22-Sep-2018 22-Sep-2019 21-Sep-2020 48
23-Sep-2018 23-Sep-2019 <1 22-Sep-2020
24-Sep-2018 144 24-Sep-2019 23-Sep-2020 1
25-Sep-2018 25-Sep-2019 1 24-Sep-2020 25
26-Sep-2018 13 26-Sep-2019 1 25-Sep-2020
27-Sep-2018 52 27-Sep-2019 26-Sep-2020
28-Sep-2018 28-Sep-2019 27-Sep-2020
29-Sep-2018 29-Sep-2019 28-Sep-2020 74
30-Sep-2018 30-Sep-2019 <1 29-Sep-2020
1-Oct-2018 4 1-Oct-2019 30-Sep-2020 11
2-Oct-2018 2-Oct-2019 35 1-Oct-2020 1
3-Oct-2018 18 3-Oct-2019 8 2-Oct-2020
4-Oct-2018 30 4-Oct-2019 3-Oct-2020
5-Oct-2018 5-Oct-2019 4-Oct-2020
6-Oct-2018 6-Oct-2019 5-Oct-2020
7-Oct-2018 7-Oct-2019 6-Oct-2020 2
8-Oct-2018 69 8-Oct-2019 <1 7-Oct-2020
9-Oct-2018 9-Oct-2019 1 8-Oct-2020 34
10-Oct-2018 61 10-Oct-2019 <1 9-Oct-2020 37
11-Oct-2018 254 11-Oct-2019 10-Oct-2020
12-Oct-2018 12-Oct-2019 11-Oct-2020
13-Oct-2018 13-Oct-2019 12-Oct-2020 12
14-Oct-2018 14-Oct-2019 1 13-Oct-2020
15-Oct-2018 15-Oct-2019 14-Oct-2020 37
16-Oct-2018 11 16-Oct-2019 1 15-Oct-2020 13
17-Oct-2018 82 17-Oct-2019 <1 16-Oct-2020
18-Oct-2018 67 18-Oct-2019 17-Oct-2020
19-Oct-2018 19-Oct-2019 18-Oct-2020
20-Oct-2018 20-Oct-2019 19-Oct-2020 17
21-Oct-2018 21-Oct-2019 <1 20-Oct-2020
22-Oct-2018 4 22-Oct-2019 21-Oct-2020 102
23-Oct-2018 23-Oct-2019 166 22-Oct-2020 111
24-Oct-2018 21 24-Oct-2019 <1 23-Oct-2020
25-Oct-2018 11 25-Oct-2019 24-Oct-2020
26-Oct-2018 26-Oct-2019 25-Oct-2020
27-Oct-2018 27-Oct-2019 26-Oct-2020 2
Randleman Effluent Fecal Coliform Data 2018 to 2020 33

1—
RANDLEMAN EFFLUENT FECAL COLIFORM DATA
2018 2019 2020
Date cfu/100 mL Date cfu/100 mL Date cfu/100 mL
28-Oct-2018 28-Oct-2019 1 27-Oct-2020
29-Oct-2018 1 29-Oct-2019 28-Oct-2020 40
30-Oct-2018 30-Oct-2019 4 29-Oct-2020 <1
31-Oct-2018 1 31-Oct-2019 3 30-Oct-2020
1-Nov-2018 4 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020
3-Nov-2018 3-Nov-2019 2-Nov-2020 5
4-Nov-2018 4-Nov-2019 <1 3-Nov-2020
5-Nov-2018 8 5-Nov-2019 4-Nov-2020 <1
6-Nov-2018 6-Nov-2019 <1 5-Nov-2020 <1
7-Nov-2018 3 7-Nov-2019 <1 6-Nov-2020
8-Nov-2018 <1 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 8-Nov-2020
10-Nov-2018 10-Nov-2019 9-Nov-2020 3
11-Nov-2018 11-Nov-2019 10-Nov-2020 1
12-Nov-2018 12-Nov-2019 <1 11-Nov-2020
13-Nov-2018 11 13-Nov-2019 <1 12-Nov-2020 25
14-Nov-2018 2 14-Nov-2019 <1 13-Nov-2020
15-Nov-2018 30 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020 1
18-Nov-2018 18-Nov-2019 1 17-Nov-2020
19-Nov-2018 1 19-Nov-2019 18-Nov-2020 1
20-Nov-2018 1 20-Nov-2019 <1 19-Nov-2020 5
21-Nov-2018 1 21-Nov-2019 <1 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020
24-Nov-2018 24-Nov-2019 23-Nov-2020 <1
25-Nov-2018 25-Nov-2019 <1 24-Nov-2020 <1
26-Nov-2018 8 26-Nov-2019 <1 25-Nov-2020 <1
27-Nov-2018 27-Nov-2019 <1 26-Nov-2020
28-Nov-2018 2 28-Nov-2019 27-Nov-2020
29-Nov-2018 2 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 30-Nov-2020 2
2-Dec-2018 2-Dec-2019 <1 1-Dec-2020 I
3-Dec-2018 4 3-Dec-2019 2-Dec-2020 8
4-Dec-2018 4-Dec-2019 <1 3-Dec-2020 9
5-Dec-2018 2 5-Dec-2019 <1 4-Dec-2020
6-Dec-2018 19 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020
8-Dec-2018 8-Dec-2019 7-Dec-2020 3
9-Dec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 <1 9-Dec-2020 3
11-Dec-2018 11-Dec-2019 <1 10-Dec-2020 1
12-Dec-2018 2 12-Dec-2019 <1 11-Dec-2020
13-Dec-2018 <1 13-Dec-2019 12-Dec-2020
14-Dec-2018 2 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020 8
16-Dec-2018 16-Dec-2019 <1 15-Dec-2020
17-Dec-2018 18 17-Dec-2019 16-Dec-2020 <1
18-Dec-2018 18-Dec-2019 2 17-Dec-2020 <1
19-Dec-2018 1 19-Dec-2019 106 18-Dec-2020
20-Dec-2018 <1 20-Dec-2019 19-Dec-2020
21-Dec-2018 21-Dec-2019 20-Dec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020 <1
23-Dec-2018 23-Dec-2019 16 22-Dec-2020 <1
24-Dec-2018 24-Dec-2019 23-Dec-2020 <1 1
25-Dec-2018 25-Dec-2019 24-Dec-2020
26-Dec-2018 2 26-Dec-2019 16 25-Dec-2020
27-Dec-2018 <1 27-Dec-2019 1 26-Dec-2020
28-Dec-2018 <1 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 1 29-Dec-2020 <1
31-Dec-2018 <1 31-Dec-2019 <1 30-Dec-2020 <1
31-Dec-2020 <1
COUNT 179 COUNT 156 COUNT 158
AVERAGE 41 AVERAGE 32 AVERAGE 79
MAX 770 MAX 452 MAX 2420
3 YR MAX 2420
3 YR AVG 52
COUNT 493
Randleman Effluent Fecal Colifomi Data 2018 to 2020 34

1
RANDLEMAN EFFLUENT TSS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
1-Jan-2018 1-Jan-2019 1-Jan-2020
2-Jan-2018 <2.5 2-Jan-2019 2.7 2-Jan-2020 <2.5
3-Jan-2018 3.6 3-Jan-2019 <2.5 3-Jan-2020
4-Jan-2018 <2.5 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 6-Jan-2020
7-Jan-2018 7-Jan-2019 <2.5 7-Jan-2020 <2.5
8-Jan-2018 <2.5 8-Jan-2019 8-Jan-2020 <2.5
9-Jan-2018 9-Jan-2019 3.3 9-Jan-2020 <2.5
10-Jan-2018 <2.5 10-Jan-2019 2.7 10-Jan-2020
11-Jan-2018 <2.5 11-Jan-2019 11-Jan-2020
12-Jan-2018 12-Jan-2019 12-Jan-2020
13-Jan-2018 13-Jan-2019 13-Jan-2020 <2.5
14-Jan-2018 14-Jan-2019 14-Jan-2020
15-Jan-2018 15-Jan-2019 <2.5 _15Jan-2020 <2.5
16-Jan-2018 4.0 16-Jan-2019 <2.5 16Jan-2020 <2.5
17-Jan-2018 3.5 17-Jan-2019 <2.5 17-Jan-2020
18-Jan-2018 <2.5 18-Jan-2019 18-Jan-2020
I 19-Jan-2018 19-Jan-2019 19-Jan-2020
20-Jan-2018 20-Jan-2019 20-Jan-2020
21-Jan-2018 21-Jan-2019 21-Jan-2020 <5
22-Jan-2018 2.8 22-Jan-2019 4.1 22-Jan-2020 <2.5
23-Jan-2018 23-Jan-2019 3.3 23-Jan-2020 4.9
24-Jan-2018 <2.5 24-Jan-2019 <2.5 24Jan-2020
25-Jan-2018 3.9 25-Jan-2019 25-Jan-2020
26-Jan-2018 26-Jan-2019 26-Jan-2020
27-Jan-2018 27-Jan-2019 27Jan-2020 <2.5
28-Jan-2018 28-Jan-2019 3.9 28-Jan-2020
29-Jan-2018 29-Jan-2019 29-Jan-2020 2.7
30-Jan-2018 30-Jan-2019 <2.5 30-Jan-2020 <2.5
31Jan-2018 <2.5 31-Jan-2019 2.7 31-Jan-2020
1-Feb-2018 4.2 1-Feb-2019 1-Feb-2020
2-Feb-2018 6.0 2-Feb-2019 2-Feb-2020
3-Feb-2018 3-Feb-2019 3-Feb-2020 3.4
4-Feb-2018 4-Feb-2019 4-Feb-2020
5-Feb-2018 7.1 5-Feb-2019 5-Feb-2020 <2.5
6-Feb-2018 7.4 6-Feb-2019 5.1 6-Feb-2020 <2.5
7-Feb-2018 14.3 7-Feb-2019 3.6 7-Feb-2020
8-Feb-2018 8-Feb-2019 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020 <2.5
11-Feb-2018 11-Feb-2019 8.0 11-Feb-2020
12-Feb-2018 15.4 12-Feb-2019 12-Feb-2020 <2.5
13-Feb-2018 13-Feb-2019 <2.5 13-Feb-2020 <2.5
14-Feb-2018 34.2 14-Feb-2019 <2.5 14-Feb-2020
15-Feb-2018 21.3 15-Feb-2019 15-Feb-2020
16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020 <2.5
18-Feb-2018 18-Feb-2019 <2.5 18-Feb-2020
19-Feb-2018 2.7 19-Feb-2019 19-Feb-2020 <2.5
20-Feb-2018 20-Feb-2019 <2.5 20-Feb-2020 <2.5
21-Feb-2018 3.8 21-Feb-2019 3.1 21-Feb-2020
22-Feb-2018 7.6 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
__24-Feb-2018 24-Feb-2019 24-Feb-2020 <2.5
25-Feb-2018 25-Feb-2019 2.9 25-Feb-2020
26-Feb-2018 <2.5 26-Feb-2019 <2.5 26-Feb-2020 <2.5
27-Feb-2018 <2.5 27-Feb-2019 <2.5 27-Feb-2020 <2.5
28-Feb-2018 3.3 28-Feb-2019 28-Feb-2020_
1-Mar-2018 1-Mar-2019 29-Feb-2020
2-Mar-2018 2-Mar-2019 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020 <2.5
4-Mar-2018 4-Mar-2019 <2.5 3-Mar-2020
5-Mar-2018 7.4 5-Mar-2019 4-Mar-2020 <2.5
6-Mar-2018 6-Mar-2019 3.6 5-Mar-2020 <2.5 I
7-Mar-2018 6.9 7-Mar-2019 _<2.5 6-Mar-2020
8-Mar-2018 11.2 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020 <2.5
11-Mar-2018 11-Mar-2019 <2.5 10-Mar-2020
12-Mar-2018 8.8 12-Mar-2019 11-Mar-2020 <2.5
13-Mar-2018 13-Mar-2019 <2.5 12-Mar-2020 <2.5
14-Mar-2018 14-Mar-2019 <2.5 13-Mar-2020
15-Mar-2018 10.7 15-Mar-2019 14-Mar-2020
16-Mar-2018 7.8 16-Mar-2019 15-Mar-2020
Randleman Effluent TSS Data 2018 to 2020 35

RANDLEMAN EFFLUENT TSS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
17-Mar-2018 17-Mar-2019I 16-Mar-2020 2.5
18-Mar-2018 18-Mar-2019; <2.5 17-Mar-2020
19-Mar-2018 2.8 19-Mar-2019 18-Mar-2020 <2.5
20-Mar-2018 5.1 20-Mar-2019 <2.5 19-Mar-2020 <2.5
21-Mar-2018 21-Mar-2019 <2.5 20-Mar-2020
22-Mar-2018 22-Mar-2019, 21-Mar-2020 1
23-Mar-2018 19.6 23-Mar-2019. 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020 <2.5
25-Mar-2018 25-Mar-2019 <2.5 24-Mar-2020
26-Mar-2018 7.3 26-Mar-2019 25-Mar-2020 3.2
27-Mar-2018 27-Mar-2019, <2.5 26-Mar-2020 3.3
28-Mar-2018 9.1 28-Mar-2019 <2.5 27-Mar-2020
29-Mar-2018 4.6 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
_ 31-Mar-2018 31-Mar-2019 30-Mar-2020 3.9
1-Apr-2018 1-Apr-2019 2.9 31-Mar-2020
2-Apr-2018 9.0 2-Apr-2019 1-Apr-2020 <2.5
3-Apr-2018 3-Apr-2019 <2.5 2-Apr-2020 4.9
4-Apr-2018 4-Apr-2019 3.9 3-Apr-2020
5-Apr-2018 5.1 5-Apr-2019 4-Apr-2020
6-Apr-2018 4.9 6-Apr-2019 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020 <2.5
8-Apr-2018 8-Apr-2019 7-Apr-2020
9-Apr-2018 9-Apr-2019_ <2.5 8-Apr-2020 2.7
10-Apr-2018 37.0 10-Apr-2019 10.2 9-Apr-2020 <2.5
11-Apr-2018 112.0 11-Apr-2019 <2.5 10-Apr-2020
12-Apr-2018 33.2 12-Apr-2019 11-Apr-2020
13-Apr-2018 13-Apr-2019 12-Apr-2020
_ 14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 6.0 14-Apr-2020 <2.5
16-Apr-2018 48.5 16-Apr-2019 15-Apr-2020
17-Apr-2018 17-Apr-2019 <2.5 16-Apr-2020 <2.5
18-Apr-2018 37.0 18-Apr-2019 <2.5 17-Apr-2020 <2.5
19-Apr-2018 26.5 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
21-Apr-2018 21-Apr-2019 20-Apr-2020 - .<2.5
22-Apr-2018 22-Apr-2019 <2.5 21-Apr-2020
23-Apr-2018 15.6 23-Apr-2019 22-Apr-2020 <2.5
24-Apr-2018 24-Apr-2019 <2.5 23-Apr-2020 3.3
25-Apr-2018 25-Apr-2019 <2.5 24-Apr-2020
26-Apr-2018 116.0 26-Apr-2019_ 25-Apr-2020
27-Apr-2018 81.6 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020 26.6
_ 29-Apr-2018 29-Apr-2019 <2.5 28-Apr-2020
30-Apr-2018 20.2 30-Apr-2019 29-Apr-2020 10.4
1-May-2018 1-May-2019 <2.5 30-Apr-2020 10.0
2-May-2018 22.8 2-May-2019 <2.5 1-May-2020
3-May-2018 19.8 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020 12.3
6-May-2018 6-May-2019 12.0 5-May-2020
7-May-2018 32.6 7-May-2019 6-May-2020 6.1
8-May-2018 8-May-2019 3.8 7-May-2020 <2.5
9-May-2018 9-May-2019 3.7 8-May-2020
10-May-2018 18.6 10-May-2019 9-May-2020
11-May-2018 16.0 11-May-2019 10-May-2020
12-May-2018 12-May-2019 11-May-2020 <2.5
13-May-2018 13-May-2019 3.5 12-May-2020
14-May-2018 14-May-2019, 13-May-2020 <2.5
15-May-2018 19.5 15-May-2019 <2.5 14-May-2020 <2.5
16-May-2018 14.0 16-May-2019 <2.5 15-May-2020
17-May-2018 14.1 17-May-2019, 16-May-2020
18-May-2018 12.0 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020 5.5
20-May-2018 20-May-2019 <2.5 19-May-2020_
21-May-2018 11.8 21-May-2019 20-May-2020 <2.5
22-May-2018 13.8 22-May-2019 <2.5 21-May-2020 <2.5
23-May-2018 13.1 23-May-2019, <2.5 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 17.7 25-May-2019 24-May-2020
26-May-2018 26-May-2019, 25-May-2020
27-May-2018 27-May-2019 26-May-2020 <2.5
28-May-2018 28-May-2019 <2.5 27-May-2020 <2.5
29-May-2018 47.3 29-May-2019 <2.5 28-May-2020 <2.5
30-May-2018 23.2 30-May-2019 <2.5 29-May-2020
Randleman Effluent TSS Data 2018 to 2020 36

RANDLEMAN EFFLUENT TSS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
31-May-2018 22.7 31-May-2019 30-May-2020
1-Jun-2018 9.1 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020 <2.5
3-Jun-2018 3-Jun-2019 <2.5 2-Jun-2020
4-Jun-2018 6.0 4-Jun-2019 3-Jun-2020 <2.5
5-Jun-2018 8.4 5-Jun-2019 <2.5 4-Jun-2020 <2.5
6-Jun-2018 13.7 6-Jun-2019 <2.5 5-Jun-2020
7-Jun-2018 14.5 7-Jun-2019 6-Jun-2020
8-Jun-2018 11.4 8-Jun-2019 7-Jun-2020
9-Jun-2018 9-Jun-2019 8-Jun-2020 3.2
10Jun-2018 10Jun-2019 <2.5 9-Jun-2020 _
11-Jun-2018 12.6 11-Jun-2019 10-Jun-2020 <2.5
12-Jun-2018 13.8 12-Jun-2019 <2.5 11-Jun-2020 <2.5
13-Jun-2018 15.8 13-Jun-2019 <2.5 12-Jun-2020
14J u n-2018 17.3 14-Jun-2019 13-Jun-2020
15-Jun-2018 18.6 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020 3.8
17-Jun-2018 17-Jun-2019 <2.5 16-Jun-2020
18J u n-2018 6.3 18-Jun-2019 17-Jun-2020 <2.5
19-Jun-2018 21.5 19-Jun-2019 <2.5 18-Jun-2020 <2.5
20-Jun-2018 20.0 20-Jun-2019 <2.5 19-Jun-2020
21-Jun-2018 18.8 21-Jun-2019 20-Jun-2020
22-Jun-2018 17.5 22-Jun-2019 21-Jun-2020
23-Jun-2018 23-Jun-2019 22-Jun-2020 <2.5
24-Jun-2018 24-Jun-2019 <2.5 23-Jun-2020
25-Jun-2018 10.4 25-Jun-2019 24-Jun-2020 <2.5
26-Jun-2018 26-Jun-2019 <2.5 25-Jun-2020 <2.5
27-Jun-2018 7.6 27-Jun-2019 <2.5 26-Jun-2020
28-Jun-2018 8.2 28-Jun-2019 27-Jun-2020
29-Jun-2018 6.1 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020 <2.5
1-Jul-2018 1-Jul-2019 <2.5 30-Jun-2020
2-Jul-2018 5.6 2-Jul-2019 <2.5 1-Jul-2020 <2.5
3-Jul-2018 4.6 3-Jul2019 <2.5 2-Jul-2020 <2.5
4-Jul-2018 4-Ju1-2019 3-Jul-2020
5-Jul-2018 5.5 5-Jul-2019 4-Jul-2020
6-Jul-2018 5.5 6-Jul-2019 5-Jut-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020 <2.5
8-Jul-2018 8-Ju1-2019 7-Jul-2020
9-Jul-2018 4.2 9-Ju1-2019 <2.5 8-Jul-2020 <2.5
10Ju1-2018 5.2 'ICIJul-2019 <2.5 9Jul2020 <2.5
11-Jul2018 10.3 11-Jul-2019 <2.5 10-Jul2020
12-J u I-2018 13.9 12J u t-2019 11-J u I-2020
13Ju1-2018 5.7 13-Jul-2019 12Ju1-2020
14-Jul2018 14-Jul2019 13Ju1-2020 <2.5
15Ju1-2018 15Jul-2019 <2.5 14-Jul-2020
16-Ju1-2018 7.8 16-Jul-2019 15-Jul2020 <2.5
17-Ju1-2018 6.8 17-Jul-2019 <2.5 16-Jul-2020 <2.5
18-Jul-2018 3.4 ISJul-2019 <2.5 17-Jul-2020
19-Jul-2018 19J u F2019 18 J u I-2020
20Jut-2018 3.2 20Jul2019 19-Jul-2020
21-Jul2018 21-Ju1-2019 20-Ju1-2020
22-Jul-2018 22-Ju1-2019 <2.5 21-Ju1-2020 <2.5
23-Jul2018 3.1 23-Ju1-2019 22-Jul-2020
24Jut-2018 2.8 24Ju1-2019 <2.5 23-Ju1-2020 <2.5
25Ju1-2018 <2.5 25-Jul.2019 <2.5 24-Jul-2020 <2.5
26-Ju1-2018 <2.5 26-Jul2019 25-Jul-2020
27Ju1-2018 4.0 27-Ju1-2019 26-Jul-2020
28Ju1-2018 28-Ju1-2019 27-Jul-2020 <2.5
29-Jul-2018 29-JuI-2019 <2.5 28-Ju1-2020
30Jul2018 3.3 30-Jul-2019 29-Jul2020 <2.5
31-Jul-2018 2.8 31-Ju1-2019 <2.5 30-Jul2020 <2.5
1-Aug-2018 4.4 1-Aug-2019 <2.5 31-Jul-2020
2-Aug-2018 4.2 2-Aug-2019 1-Aug-2020
3-Aug-2018 3.4 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 3-Aug-2020 <2.5
5-Aug-2018 5-Aug-2019 <2.5 4-Auq-2020
6-Aug-2018 2.6 6-Aug-2019 5-Aug-2020 <2.5
7-Aug-2018 <2.5 7-Aug-2019 <2.5- 6-Aug-2020 <2.5
8-Aug-2018 8-Aug-2019 <2.5 7-Aug-2020
9-Aug-2018 <2.5 9-Aug-2019 8-Aug-2020
10-Aug-2018 <2.5 10-Aug-2019 9-Aug-2020
11-Aug-2018 11-Aug-2019 10-Aug-2020 <2.5
12-Aug-2018 12-Aug-2019 <2.5 11-Aug-2020
13-Aug-2018 <2.5 13-Aug-2019 12-Aug-2020 <2.5
Randleman Effluent TSS Data 2018 to 2020 37

r
RANDLEMAN EFFLUENT TSS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
14-Aug-2018 <2.5 14-Aug-2019 <2.5 13-Aug-2020 <2.5
15-Aug-2018 <2.5 15-Aug-2019 <2.5 14-Aug-2020
16-Aug-2018 16-Aug-2019 15-Aug-2020
17-Aug-2018 17-Aug-2019 16-Aug-2020
18-Aug-2018 18-Aug-2019 17-Aug-2020 <2.5
19-Aug-2018 19-Aug-2019 3.3 18-Aug-2020
20-Aug-2018 <2.5 20-Aug-2019 19-Aug-2020 <2.5
21-Aug-2018 <2.5 21-Aug-2019 <2.5 20-Aug-2020 <2.5
22-Aug-2018 22-Aug-2019 <2.5 21-Aug-2020
23-Aug-2018 <2.5 23-Aug-2019 22-Aug-2020
24-Aug-2018 <2.5 24-Aug-2019 23-Aug-2020
25-Aug-2018 25-Aug-2019 24-Aug-2020 <2.5
26-Aug-2018 26-Auq-2019 <2.5 25-Aug-2020
27-Aug-2018 <2.5 27-Aug-2019 26-Aug-2020 <2.5
28-Aug-2018 <2.5 28-Aug-2019 <2.5 27-Aug-2020 <2.5
29-Aug-2018 6.7 29-Aug-2019 <2.5 28-Aug-2020
30-Aug-2018 <2.5 30-Aug-2019 29-Aug-2020
31-Aug-2018 <2.5 31-Aug-2019 30-Aug-2020
1-Sep-2018 1-Sep-2019 31-Aug-2020 <2.5
2-Sep-2018 2-Sep-2019 1-Sep-2020
3-Sep-2018 3-Sep-2019 <2.5 2-Sep-2020 <2.5
4-Sep-2018 <2.5 4-Sep-2019 <2.5 3-Sep-2020 <2.5
5-Sep-2018 <2.5 5-Sep-2019 <2.5 4-Sep-2020
6-Sep-2018 <2.5 6-Sep-2019 5-Sep-2020
7-Sep-2018 7-Sep-2019 6-Sep-2020
8-Sep-2018 8-Sep-2019 7-Sep-2020
9-Sep-2018 9-Sep-2019 <2.5 8-Sep-2020 <2.5
10-Sep-2018 2.5 10-Sep-2019 9-Sep-2020 <2.5
11-Sep-2018 <2.5 11-Sep-2019 <2.5 10-Sep-2020 <2.5
12-Sep-2018 <2.5 12-Sep-2019 2.5 11-Sep-2020
13-Sep-2018 13-Sep-2019 12-Sep-2020
14Sep-2018 14-Sep-2019 13-Sep-2020
15-Sep-2018 15-Sep-2019 14-Sep-2020 <2.5
16-Sep-2018 16-Sep-2019 <2.5 15-Sep-2020
17-Sep-2018 <2.5 17-Sep-2019 16-Sep-2020 <2.5
18-Sep-2018 18-Sep-2019 <2.5 17-Sep-2020 3.1
19-Sep-2018 <2.5 19-Sep-2019 <2.5 18-Sep-2020 _---
20-Sep-2018 <2.5 20-Sep-2019 19-Sep-2020
21-Sep-2018 21-Sep-2019 20-Sep-2020
22-Sep-2018 22-Sep-2019 21-Sep-2020 <2.5
23-Sep-2018 23-Sep-2019 <2.5 22-Sep-2020
24-Sep-2018 <2.5 24-Sep-2019 23-Sep-2020 <2.5
25-Sep-2018 25-Sep-2019 <2.5 24-Sep-2020 <2.5
26-Sep-2018 <2.5 26-Sep-2019 <2.5 25-Sep-2020
27-Sep-2018 <2.5 27-Sep-2019 26-Sep-2020
28-Sep-2018 28-Sep-2019 27-Sep-2020
29-Sep-2018 29-Sep-2019 28-Sep-2020 2.9
30-Sep-2018 30-Sep-2019 <2.5 29-Sep-2020
__1-Oct-2018 <2.5 1-Oct-2019 30-Sep-2020 <2.5
2-Oct-2018 2-Oct-2019 <2.5 1-Oct-2020 <2.5
3-Oct-2018 <2.5 3-Oct-2019 <2.5' 2-Oct-2020
4-Oct-2018 <2.5 4-Oct-2019 3-Oct-2020
5-Oct-2018 5-Oct-2019 4-Oct-2020
6-Oct-2018 6-Oct-2019 5-Oct-2020
7-Oct-2018 7-Oct-2019 6-Oct-2020 <2.5
8-Oct-2018 <2.5 8-Oct-2019 <2.5 7-Oct-2020 _
_9-Oct-2018 9-Oct-2019 <2.5 8-Oct-2020 <2.5
10-Oct-2018 <2.5 10-Oct-2019 <2.5 9-Oct-2020 <2.5
11-Oct-2018 <2.5 11-Oct-2019 10-Oct-2020
12-Oct-2018 12-Oct-2019 11-Oct-2020
13-Oct-2018 13-Oct-2019 12-Oct-2020 <2.5
14-Oct-2018 14-Oct-2019 <2.5 13-Oct-2020
' 15-Oct-2018 15-Oct-2019 14-Oct-2020 <2.5
16-Oct-2018 <2.5 16-Oct-2019 <2.5 15-Oct-2020 <2.5
17-Oct-2018 <2.5 17-Oct-2019 <2.5 16-Oct-2020
18-Oct-2018 <2.5 18-Oct-2019 17-Oct-2020
19-Oct-2018 19-Oct-2019 18-Oct-2020
20-Oct-2018 20-Oct-2019 19-Oct-2020 <2.5
21-Oct-2018 21-Oct-2019 <2.5 20-Oct-2020
22-Oct-2018 <2.5 22-Oct-2019 21-Oct-2020 <2.5
23-Oct-2018 23-Oct-2019 <2.5 22-Oct-2020 <2.5
24-Oct-2018 <2.5 24-Oct-2019 <2.5 23-Oct-2020
25-Oct-2018 <2.5 25-Oct-2019 24-Oct-2020
26-Oct-2018 26-Oct-2019 25-Oct-2020
27-Oct-2018 27-Oct-2019 26-Oct-2020 <2.8
Randleman Effluent TSS Data 2018 to 2020 38
r

RANDLEMAN EFFLUENT TSS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
28-Oct-2018 28-Oct-2019 <2.5 27-Oct-2020
29-Oct-2018 <2.5 29-Oct-2019 28-Oct-2020 <2.7
30-Oct-2018 30-Oct-2019 <2.5 29-Oct-2020 <2.8
31-Oct-2018 4.1 31-Oct-2019 <2.5 30-Oct-2020
1-Nov-2018 <2.5 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020
3-Nov-2018 3-Nov-2019 2-Nov-2020 <2.8
4-Nov-2018 4-Nov-2019 <2.5 3-Nov-2020
5-Nov-2018 <2.5 5-Nov-2019 4-Nov-2020 <2.7
6-Nov-2018 6-Nov-2019 <2.5 5-Nov-2020 <2.7
7-Nov-2018 <2.5 7-Nov-2019 <2.5 6-Nov-2020
8-Nov-2018 <2.5 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 8-Nov-2020
10-Nov-2018 10-Nov-2019 9-Nov-2020 <2.8
11-Nov-2018 11-Nov-2019 10-Nov-2020 <2.8
12-Nov-2018 12-Nov-2019 <2.5 11-Nov-2020
13-Nov-2018 <2.5 13-Nov-2019 7.0 12-Nov-2020 <2.8
14-Nov-2018 <2.5 14-Nov-2019 <2.5 13-Nov-2020
15-Nov-2018 4.7 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020 <2.7
_18-Nov-2018 18-Nov-2019 <2.5 17-Nov-2020
19-Nov-2018 <2.5 19-Nov-2019 18-Nov-2020 <5.3
20-Nov-2018 <2.5 20-Nov-2019 <2.5 19-Nov-2020 <2.8
21-Nov-2018 <2.5 21-Nov-2019 <2.5 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020
- 24-Nov-2018 24-Nov-2019 23-Nov-2020_ _ <2.8
25-Nov-2018 25-Nov-2019 <2.5 24-Nov-2020 <2.8
26-Nov-2018 3.7 26-Nov-2019 <2.5 25-Nov-2020 <2.8
27-Nov-2018 27-Nov-2019 <2.5 26-Nov-2020
28-Nov-2018 <2.5 28-Nov-2019 27-Nov-2020
29-Nov-2018 <2.5 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 30-Nov-2020 <2.7
2-Dec-2018 2-Dec-2019 <2.5 1-Dec-2020
3-Dec-2018 <5 3-Dec-2019 2-Dec-2020 <2.8
4-Dec-2018 4-Dec-2019 <2.5 3-Dec-2020 <2.8
5-Dec-2018 <2.5 5-Dec-2019 <2.5 4-Dec-2020
6-Dec-2018 <2.5 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020
8-Dec-2018 8-Dec-2019 7-Dec-2020 <2.8
9-Dec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 <2.5 9-Dec-2020 <2.5
11-Dec-2018 11-Dec-2019 <2.5 10-Dec-2020 <2.5
12-Dec-2018 4.3 12-Dec-2019 <2.5 11-Dec-2020
13-Dec-2018 2.5 13-Dec-2019 12-Dec-2020
14-Dec-2018 5.0 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020 5.5
16-Dec-2018 16-Dec-2019 <2.5 15-Dec-2020
17-Dec-2018 <2.5 17-Dec-2019 16-Dec-2020 8.1
18-Dec-2018 18-Dec-2019 <2.5 17-Dec-2020 <2.9
19-Dec-2018 <2.5 19-Dec-2019 <2.5 18-Dec-2020
20-Dec-2018 <2.5 20-Dec-2019 19-Dec-2020
21-Dec-2018 21-Dec-2019 20-0ec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020 <5.0
23-Dec-2018 23-Dec-2019 <2.5 22-Dec-2020 <2.5
24-Dec-2018 24-Dec-2019 23-Dec-2020 <2.5
25-Dec-2018 25-Dec-2019 24-Dec-2020
26-Dec-2018 2.7 26-Dec-2019 <2.5 25-Dec-2020
27-Dec-2018 3.3 27-Dec-2019 <2.5 26-Dec-2020
28-Dec-2018 5.6 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 <2.5 29-Dec-2020 <2.5
31-Dec-2018 <2.5 31-Dec-2019 <2.5 30-Dec-2020 <2.5
31-Dec-2020 <2.5
COUNT 179 COUNT 156 COUNT 157
AVERAGE 8.5 AVERAGE 0.7 AVERAGE 0.8
MAX 116.0 MAX 12.0 MAX 26.6
3YRMAX 116.0
3 YR AVG 3.6
COUNT 492
Randleman Effluent TSS Data 2018 to 2020 39

r
RANDLEMAN EFFLUENT CL2 DATA
2018 2019 2020
Date ug/L Date ug/L Date ug/L
1-Jan-2018 1-Jan-2019 1-Jan-2020
2-Jan-2018 37 2-Jan-2019 <20 2-Jan-2020 31
3-Jan-2018 35 3-Jan-2019 45 3-Jan-2020
4-Jan-2018 46 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 6-Jan-2020
7-Jan-2018 7-Jan-2019 36 7-Jan-2020 24
8-Jan-2018 48 8-Jan-2019 8-Jan-2020 30
9-Jan-2018 9-Jan-2019 40 9-Jan-2020 41
10-Jan-2018 45 10-Jan-2019 45 10-Jan-2020
11-Jan-2018 45 11Jan-2019 11-Jan-2020
12-Jan-2018 12-Jan-2019 12-Jan-2020
13-Jan-2018 13-Jan-2019 13-Jan-2020 37
14-Jan-2018 14Jan-2019 14-Jan-2020
15-Jan-2018 15-Jan-2019 45 15-Jan-2020 31
16-Jan-2018 <20 16-Jan-2019 32 16-Jan-2020 46
17-Jan-2018 <20 17-Jan-2019 <20 17-Jan-2020
18-Jan-2018 48 18-Jan-2019 18-Jan-2020
19-Jan-2018 19-Jan-2019 19-Jan-2020 —
20-Jan-2018 20-Jan-2019 20-Jan-2020
21Jan-2018 21-Jan-2019 21Jan-2020 28
22-Jan-2018 <20 22-Jan-2019 40 22-Jan-2020 <20
23-Jan-2018 23-Jan-2019 38 23-Jan-2020 25
24-Jan-2018 <20 24-Jan-2019 33 24-Jan-2020
25-Jan-2018 45 25-Jan-2019 25-Jan-2020
26-Jan-2018 26-Jan-2019 26-Jan-2020
27-Jan-2018 27-Jan-2019 27-Jan-2020 29
28-Jan-2018 28-Jan-2019 46 28-Jan-2020
29-Jan-2018 29-Jan-2019 29-Jan-2020 34
30-Jan-2018 30-Jan-2019 47 30Jan-2020 42
31-Jan-2018 45 31-Jan-2019 40 31-Jan-2020+
1-Feb-2018 35 1-Feb-2019 1-Feb-2020
2-Feb-2018 45 2-Feb-2019 2-Feb-2020
3-Feb-2018 3-Feb-2019 3-Feb-2020 39
4-Feb-2018 4-Feb-2019 38 4-Feb-2020
5-Feb-2018 34 5-Feb-2019 41 5-Feb-2020 42
6-Feb-2018 40 6-Feb-2019 6-Feb-2020 45
7-Feb-2018 42 7-Feb-2019 37 7-Feb-2020
8-Feb-2018 8-Feb-2019 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020 41
11-Feb-2018 11-Feb-2019 40 11-Feb-2020
12-Feb-2018 39 12-Feb-2019 12-Feb-2020 37
13-Feb-2018 13-Feb-2019 24 13-Feb-2020 39
14-Feb-2018 40 14-Feb-2019 41 14-Feb-2020
15-Feb-2018 41 15-Feb-2019 15-Feb-2020
16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020 31
18-Feb-2018 18-Feb-2019 34 18-Feb-2020
19-Feb-2018 36 19-Feb-2019 19-Feb-2020 47
20-Feb-2018 20-Feb-2019 <20 20-Feb-2020 40
21-Feb-2018 45 21-Feb-2019 25 21-Feb-2020
22-Feb-2018 44 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
24-Feb-2018 24-Feb-2019 24-Feb-2020 45
25-Feb-2018 25-Feb-2019 <20 25-Feb-2020
26-Feb-2018 41 26-Feb-2019 42 26-Feb-2020 35
27-Feb-2018 39 27-Feb-2019 30 27-Feb-2020 31
28-Feb-2018 42 28-Feb-2019 28-Feb-2020
1-Mar-2018 1-Mar-2019 29-Feb-2020
2-Mar-2018 2-Mar-2019 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020_ 45
4-Mar-2018 4-Mar-2019 <20 3-Mar-2020
5-Mar-2018 40 5-Mar-2019 4-Mar-2020 29
6-Mar-2018 6-Mar-2019 <20 5-Mar-2020 32
7-Mar-2018 <20 7-Mar-2019 <20 6-Mar-2020
8-Mar-2018 <20 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020 39
11-Mar-2018 11-Mar-2019 <20 10-Mar-2020
12-Mar-2018 41 12-Mar-2019 11-Mar-2020 26
13-Mar-2018 13-Mar-2019 <20 12-Mar-2020 30
14-Mar-2018 14-Mar-2019 <20 13-Mar-2020
15-Mar-2018 45 15-Mar-2019 14-Mar-2020
16-Mar-2018 <20 16-Mar-2019 15-Mar-2020
Randleman Effluent Chlorine Data 2018 to 2020 40

RANDLEMAN EFFLUENT CL2 DATA
' 2018 2019 2020
Date ug/L Date ug/L Date ug/L
17-Mar-2018 17-Mar-2019 16-Mar-2020 37
18-Mar-2018 18-Mar-2019 <20 17-Mar-2020
19-Mar-2018 40 19-Mar-2019 18-Mar-2020 35
20-Mar-2018 <20 20-Mar-2019 45 19-Mar-2020 39
21-Mar-2018 21-Mar-2019 40 20-Mar-2020
22-Mar-2018 22-Mar-2019 21-Mar-2020
23-Mar-2018 <20 23-Mar-2019 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020 27
25-Mar-2018 25-Mar-2019 <20 24-Mar-2020
26-Mar-2018 <20 26-Mar-2019 25-Mar-2020 41
27-Mar-2018 27-Mar-2019 <20 26-Mar-2020 45
28-Mar-2018 37 28-Mar-2019 <20 27-Mar-2020
_ 29-Mar-2018 <20 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
31-Mar-2018 31-Mar-2019 30-Mar-2020 36
1-Apr-2018 1-Apr-2019 <20 31-Mar-2020
2-Apr-2018 45 2-Apr-2019 1-Apr-2020 37
3-Apr-2018 3-Apr-2019 <20 2-Apr-2020 43
4-Apr-2018 42 4-Apr-2019 21 3-Apr-2020 _
5-Apr-2018 <20 5-Apr-2019 4-Apr-2020
6-Apr-2018 <20 6-Apr-2019 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020 32
8-Apr-2018 8-Apr-2019 7-Apr-2020
9-Apr-2018 9-Apr-2019 29 8-Apr-2020 41
10-Apr-2018 36 10-Apr-2019 _41 9-Apr-2020 39
11-Apr-2018 40 11-Apr-2019 <20 10-Apr-2020
12-Apr-2018 44 12-Apr-2019 11-Apr-2020
13-Apr-2018 13-Apr-2019 12-Apr-2020
14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 <20 14-Apr-2020 37
16-Apr-2018 42 16-Apr-2019 15-Apr-2020
17-Apr-2018 17-Apr-2019 <20 _16-Apr-2020 40
18-Apr-2018 38 18-Apr-2019 <20 17-Apr-2020 46
19-Apr-2018 30 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
21-Apr-2018 21-Apr-2019 20-Apr-2020 _ 33
22-Apr-2018 22-Apr-2019 <20 21-Apr-2020
23-Apr-2018 44 23-Apr-2019 22-Apr-2020 41
24-Apr-2018 24-Apr-2019 <20 23-Apr-2020 37
25-Apr-2018 25-Apr-2019 31 24-Apr-2020
26-Apr-2018 40 26-Apr-2019 25-Apr-2020
27-Apr-2018 42 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020 44
29-Apr-2018 29-Apr-2019 45 28-Apr-2020
30-Apr-2018 44 30-Apr-2019 29-Apr-2020 33
1-May-2018 1-May-2019 41 30-Apr-2020
2-May-2018 45 2-May-2019 <20 1-May-2020
3-May-2018 41 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020 40
6-May-2018 6-May-2019 <20 5-May-2020
7-May-2018 43 7-May-2019 6-May-2020 36
8-May-2018 8-May-2019 <20 7-May-2020 32
9-May-2018 9-May-2019 27 8-May-2020
10-May-2018 40 10-May-2019 9-May-2020
11-May-2018 44 11-May-2019 10-May-2020 ___
12-May-2018 12-May-2019 11-May-2020 29
13-May-2018 13-May-2019 <20 12-May-2020
14-May-2018 14-May-2019 13-May-2020 21
15-May-2018 42 15-May-2019 <20 14-May-2020 19
16-May-2018 40 16-May-2019 <20 15-May-2020
17-May-2018 45 17-May-2019 16-May-2020
18-May-2018 37 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020 36
20-May-2018 20-May-2019 <20 19-May-2020
21-May-2018 39 21-May-2019 20-May-2020 37
22-May-2018 41 22-May-2019 <20 21-May-2020 __ 40
23-May-2018 42 23-May-2019 <20 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 40 25-May-2019 24-May-2020
26-May-2018 26-May-2019 25-May-2020
27-May-2018 27-May-2019 26-May-2020 29
28-May-2018 28-May-2019 <20 27-May-2020 41
29-May-2018 44 29-May-2019 <20 28-May-2020 43
30-May-2018 40 30-May-2019 <20 29-May-2020
Randleman Effluent Chlorine Data 2018 to 2020 41

RANDLEMAN EFFLUENT CL2 DATA
2018 2019 2020
Date ug/L Date ug/L Date ug/L
31-May-2018 43 31-May-2019 30-May-2020
1-Jun-2018 30 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020 39
3-Jun-2018 3-Jun-2019 <20 2-Jun-2020
4-Jun-2018 <20 4-Jun-2019 3-Jun-2020 43
5-Jun-2018 <20 5-Jun-2019 <20 4-Jun-2020 40
6-Jun-2018 <20 6-Jun-2019 <20 5-Jun-2020
7-Jun-2018• 42 7-Jun-2019 6-Jun-2020
_
-8Jun-2018 <20 8-Jun-2019 7-Jun-2020
•
9-Jun-2018 9-Jun-2019 8-Jun-2020 37
10-Jun-2018 10-Jun-2019 <20 9-Jun-2020
11-Jun-2018 <20 11-Jun-2019 10-Jun-2020 41
12-Jun-2018 <20 12-Jun-2019 <20 11-Jun-2020 44
• 13-Jun-2018 <20 13-Jun-2019 <20 12-Jun-2020
14-Jun-2018 <20 14-Jun-2019 13-Jun-2020
•
15-Jun-2018 48 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020 35
17-Jun-2018 17-Jun-2019 <20 16-Jun-2020
18-Jun-2018 46 18-Jun-2019 17-Jun-2020 37
19-Jun-2018 <20 19-Jun-2019 <20 18-Jun-2020 31
20-Jun-2018 39 20-Jun-2019 <20 19-Jun-2020
21-Jun-2018 42 21-Jun-2019 20-Jun-2020 •
• 22-Jun-2018 <20 22-Jun-2019 21-Jun-2020
23-Jun-2018 23-Jun-2019 22Jun-2020 35
24-Jun-2018 24-Jun-2019 <20 23-Jun-2020
25-Jun-2018 <20 25-Jun-2019 24-Jun-2020 40 •
26-Jun-2018 42 26-Jun-2019 <20 25-Jun-2020 43
27-Jun-2018 40 27-Jun-2019 <20 26-Jun-2020
28-Jun-2018 41 28-Jun-2019 27-Jun-2020
29-Jun-2018 43 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020 32
1-Jul-2018 1-Jul-2019 <20 30-Jun-2020
2-Jul-2018 27 2-Jul-2019 <20 1-Jul-2020 36
3-Jul-2018 38 3-Jul-2019 <20 2-Jul-2020 43
4-Jul-2018 4-Jul-2019 3-Jul-2020
5-Jul-2018 31 5-Jul-2019 4-Jul-2020
6-Jul-2018 42 6-Jul-2019 5-Jul-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020 32
8-Jul-2018 8-Jul-2019 7-Jul-2020
9-Jul-2018 23 9-Jul-2019 <20 8-Jul-2020 41
10-Jul-2018 <20 10-Jul-2019 <20 9-Jul-2020 45
11-Jul-2018 <20 11-Ju1-2019 <20 10Jul-2020
12Ju1-2018 <20 12Jul-2019 11-Ju1-2020
13-Jul-2018 32 13-Jul-2019 12Jul-2020
14-Jul-2018 14-Jul-2019 13Ju1-2020 33
15Jut-2018 15-Ju1-2019 <20 14-Jul-2020
16-Jul-2018 41 16-Jul-2019 IS-Jul-2020, 35
17-Jul-2018 32 17-Jul-2019 33 16-Jul-2020 42
18Ju1-2018 27 18Jul-2019 <20 17Jul-2020
19J ul•2018 19J ul-2019 18Jul2020
20Jul2018 45 20JuF 2019 19JuF2020
21-Jul-2018 21-Jul-2019 -Jul-2020
22-Jul-2018 22-Jul-2019 <20 21Jul-2020 39
23Jul-2018 <20 23-Jul-2019 22JuI-2020
24-Jul-2018 <20 24Jul-2019 29 23-Jul-2020 41
25-Jul-2018 36 25-Jul-2019 <20 24JuF2020 30
26-Jul-2018 41 26-Jul 25-Jul-2020
27Ju1-2018 40 27-Jul-2019 26-Jul-2020
28-Jul-2018 28Jul-2019 27Jul-2020 27
29Ju12018 29-Jul-2019 42 28Ju12020
30-Jul-2018 45 30Jul-2019 _ 2948-2020 41
31-Jul-2018 32 31-Jul-2019 31 30-Jul-2020 37
1-Aug-2018 41 1-Aug-2019 41 31-Jul-2020
2-Aug-2018 <20 2-Aug-2019 1-Aug-2020
3-Aug-2018 33 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 3-Aug-2020 30
5-Auq-2018 5-Aug-2019 46 4-Aug-2020 •
6-Auq-2018 25 6-Aug-2019 5-Aug-2020 27
7-Aug-2018 25 7-Aug-2019 <20 6-Aug-2020 32 •
8-Aug-2018 8-Aug-2019 <20 7-Aug-2020
9-Aug-2018 47 9-Aug-2019 8-Aug-2020
10-Aug-2018 42 10-Aug-2019 9-Aug-2020 _
11-Auq-2018 11-Aug-2019 10-Aug-2020 39
12-Au9-2018 12-Aug-2019 23 11-Aug-2020
13-Aug-2018 44 13-Aug-2019 12-Aug-2020 37
Randleman Effluent Chlorine Data 2018 to 2020 42

RANDLEMAN EFFLUENT CL2 DATA
2018 2019 2020
Date ug/L Date ug/L Date ug/L
14-Aug-2018 40 14-Aug-2019 <20 13-Aug-2020 34
15-Aug-2018 44 15-Aug-2019 <20 14-Aug-2020
16-Aug-2018 16-Aug-2019 15-Aug-2020
17-Aug-2018 17-Aug-2019 16-Aug-2020
18-Aug-2018 18-Aug-2019 17-Aug-2020 29
19-Aug-2018 19-Aug-2019 22 18-Aug-2020
20-Aug-2018 <20 20-Aug-2019 19-Aug-2020 26
21-Aug-2018 38 21-Aug-2019 <20 20-Aug-2020 30
22-Aug-2018 22-Aug-2019 <20 21-Aug-2020
23-Aug-2018 35 23-Aug-2019 22-Aug-2020
24-Aug-2018 34 24-Aug-2019 23-Aug-2020
25-Aug-2018 25-Aug-2019 24-Aug-2020 32
26-Aug-2018 26-Aug-2019 <20 25-Aug-2020
27-Aug-2018 <20 27-Aug-2019 26-Aug-2020 39
28-Aug-2018 <20 28-Aug-2019 <20 27-Aug-2020 37
29-Aug-2018 <20 29-Aug-2019 <20 28-Aug-2020
30-Aug-2018 33 30-Aug-2019 29-Aug-2020
31-Aug-2018 38 31-Aug-2019 30-Aug-2020
1-Sep-2018 1-Sep-2019 31-Aug-2020 33
2-Sep-2018 2-Sep-2019 1-Sep-2020
3-Sep-2018 3-Sep-2019 <20 2-Sep-2020 39
4-Sep-2018 32 4-Sep-2019 <20 3-Sep-2020 31
5-Sep-2018 40 5-Sep-2019 <20 4-Sep-2020
6-Sep-2018 21 6-Sep-2019 5-Sep-2020
7-Sep-2018 7-Sep-2019 6-Sep-2020
8-Sep-2018 8-Sep-2019 7-Sep-2020
9-Sep-2018 9-Sep-2019 <20 8-Sep-2020 40
10-Sep-2018 48 10-Sep-2019 9-Sep-2020 42
11-Sep-2018 40 11-Sep-2019 <20 10-Sep-2020 46
—12-Sep-2018 39 12-Sep-2019 <20 11-Sep-2020
13-Sep-2018 13-Sep-2019 12-Sep-2020
14-Sep-2018 14-Sep-2019 13-Sep-2020
15-Sep-2018 15-Sep-2019 14-Sep-2020 37
16-Sep-2018 16-Sep-2019 32 15-Sep-2020
17-Sep-2018 <20 17-Sep-2019 16-Sep-2020 40
18-Sep-2018 18-Sep-2019 40 17-Sep-2020 42
19-Sep-2018 <20 19-Sep-2019 25 18-Sep-2020
20-Sep-2018 46 20-Sep-2019 19-Sep-2020
21-Sep-2018 21-Sep-2019 20-Sep-2020
22-Sep-2018 22-Sep-2019 21-Sep-2020 37
23-Sep-2018 23-Sep-2019 36 22-Sep-2020
24-Sep-2018 45 24-Sep-2019 23-Sep-2020 33
25-Sep-2018 25-Sep-2019 37 24-Sep-2020 38
26-Sep-2018 <20 26-Sep-2019 41 25-Sep-2020
27Sep-2018 <20 27-Sep-2019 26-Sep-2020
28-Sep-2018 28-Sep-2019 27-Sep-2020
29-Sep-2018 29-Sep-2019 28-Sep-2020 42
30-Sep-2018 30-Sep-2019 38 29-Sep-2020
1-Oct-2018 <20 1-Oct-2019 30-Sep-2020 44
2-Oct-2018 2-Oct-2019 40 1-Oct-2020 40
3-Oct-2018 <20 3-Oct-2019 33 2-Oct-2020
4-Oct-2018 <20 4-Oct-2019 3-Oct-2020
5-Oct-2018 5-Oct-2019 4-Oct-2020
6-Oct-2018 6-Oct-2019 5-Oct-2020
7-Oct-2018 7-Oct-2019 6-Oct-2020 32
8-Oct-2018 <20 8-Oct-2019 39 7-Oct-2020
9-Oct-2018 9-Oct-2019 40 8-Oct-2020 37
10-Oct-2018 34 10-Oct-2019 40 9-Oct-2020 29
11-Oct-2018 41 11-Oct-2019 10-Oct-2020
12-Oct-2018 12-Oct-2019 11-Oct-2020
13-Oct-2018 13-Oct-2019 12-Oct-2020 32
14-Oct-2018 14-Oct-2019 36 13-Oct-2020
15-Oct-2018 15-Oct-2019 14-Oct-2020 36
16-Oct-2018 <20 16-Oct-2019 49 15-Oct-2020 43
17-Oct-2018 38 17-Oct-2019 30 16-Oct-2020
18-Oct-2018 35 18-Oct-2019 17-Oct-2020 _
19-Oct-2018 19-Oct-2019 18-Oct-2020
20-Oct-2018 20-Oct-2019 19-Oct-2020 32
21-Oct-2018 21-Oct-2019 41 20-Oct-2020
22-Oct-2018 26 22-Oct-2019 21-Oct-2020 36
23-Oct-2018 23-Oct-2019 21 22-Oct-2020 28
24-Oct-2018 46 24-Oct-2019 32 23-Oct-2020
25-Oct-2018 42 25-Oct-2019 24-Oct-2020
26-Oct-2018 26-Oct-2019 25-Oct-2020
27-Oct-2018 27-Oct-2019 26-Oct-2020 41
Randleman Effluent Chlorine Data 2018 to 2020 43

RANDLEMAN EFFLUENT CL2 DATA
2018 2019 2020
Date ug/L Date ug/L Date ug/L
28-Oct-2018� 28-Oct-2019 261 27-Oct-2020
29-Oct-2018 39 29-Oct-2019 28-Oct-2020 45 1
30-Oct-2018 30-Oct-2019 29 29-Oct-2020 40
31-Oct-2018 26 31-Oct-2019 30 30-Oct-2020
1-Nov-2018 <20 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020
3-Nov-2018 3-Nov-2019 2-Nov-2020 43
4-Nov-2018 4-Nov-2019 30 3-Nov-2020
5-Nov-2018 <20 5-Nov-2019 _ _ 4-Nov-2020 37
6-Nov-2018 6-Nov-2019 37 5-Nov-2020 41
_7-Nov-2018 40 7-Nov-2019 34 6-Nov-2020
8-Nov-2018 25 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 _ 8-Nov-2020
10-Nov-2018 10-Nov-2019 _ 9-Nov-2020 33
11-Nov-2018 11-Nov-2019 10-Nov-2020 31
12-Nov-2018 12-Nov-2019 31 11-Nov-2020
13-Nov-2018 <20 13-Nov-2019 39 12-Nov-2020 <20
14-Nov-2018 25 14-Nov-2019 40 13-Nov-2020
15-Nov-2018 <20 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020 <20
18-Nov-2018 18-Nov-2019 29 17-Nov-2020
19-Nov-2018 <20 19-Nov-2019 18-Nov-2020 <20
20-Nov-2018 35 20-Nov-2019 23 19-Nov-2020 49
21-Nov-2018 41 21-Nov-2019 29 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020
24-Nov-2018 24-Nov-2019 23-Nov-2020 22
25-Nov-2018 25-Nov-2019 39 24-Nov-2020 28
26-Nov-2018 40 26-Nov-2019 37 25-Nov-2020 <20
27-Nov-2018 27-Nov-2019 32_ 26-Nov-2020
28-Nov-2018 29 28-Nov-2019 27-Nov-2020
29-Nov-2018 47 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 _ 30-Nov-2020 <20
2-Dec-2018 2-Dec-2019 27 1-Dec-2020
3-Dec-2018 <20 3-Dec-2019 2-Dec-2020 <20
4-Dec-2018 4-Dec-2019 34 3-Dec-2020 <20
5-Dec-2018 40 5-Dec-2019 38 4-Dec-2020
6-Dec-2018 44 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020
8-Dec-2018 8-Dec-2019 7-Dec-2020 <20
9-Dec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 27 9-Dec-2020 <20
11-Dec-2018 11-Dec-2019 32 10-Dec-2020 21
12-Dec-2018 <20 12-Dec-2019 43 11-Dec-2020
13-Dec-2018 <20 13-Dec-2019 12-Dec-2020
14-Dec-2018 <20 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020 <20
16-Dec-2018 16-Dec-2019 36 15-Dec-2020
17-Dec-2018 <20 17-Dec-2019 16-Dec-2020 <20
18-Dec-2018 18-Dec-2019 26 17-Dec-2020 <20
19-Dec-2018 25 19-Dec-2019 22 18-Dec-2020 _
20-Dec-2018 28 20-Dec-2019 19-Dec-2020
21-Dec-2018 21-Dec-2019 20-Dec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020 <20
23-Dec-2018 23-Dec-2019 31 22-Dec-2020 47
24-Dec-2018 24-Dec-2019 23-Dec-2020 <20
25-Dec-2018 25-Dec-2019 24-Dec-2020
26-Dec-2018 29 26-Dec-2019 49 25-Dec-2020
27-Dec-2018 41 27-Dec-2019 26_ 26-Dec-2020
28-Dec-2018 33 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 45 29-Dec-2020 <20
31-Dec-2018 29 31-Dec-2019 36_ 30-Dec-2020 <20
31-Dec-2020 <20
COUNT 181 COUNT 157 COUNT 156
AVERAGE 27 AVERAGE 19 AVERAGE 32
MAX 48 MAX 49 MAX 49
3YRMAX 49
3 YR AVG 26
COUNT 494
Randleman Effluent Chlorine Data 2018 to 2020 44

RANDLEMAN EFFLUENT DO DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
1-Jan-2018 1-Jan-2019 1-Jan-2020
2-Jan-2018 12.6 2-Jan-2019 10.4 2-Jan-2020 10.9
3-Jan-2018 11.0 3-Jan-2019 10.2 3-Jan-2020
4-Jan-2018 10.5 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 6-Jan-2020
7-Jan-2018 7-Jan-2019 10.6 7-Jan-2020 10.1
8-Jan-2018 11.6 8-Jan-2019 8-Jan-2020 10.1
9-Jan-2018 9-Jan-2019 10.4 9-Jan-2020 9.7
10-Jan-2018 10.6 10-Jan-2019 9.9 10-Jan-2020
11-Jan-2018 8.6 11-Jan-2019 11-Jan-2020
12-Jan-2018 12-Jan-2019 12Jan-2020_
13-Jan-2018 13-Jan-2019 13-Jan-2020 9.0
14-Jan-2018 14-Jan-2019 14-Jan-2020
15J a n-2018 15-Jan-2019 9.6 15-Jan-2020 7.9
16-Jan-2018 9.6 16-Jan-2019 10.6 16-Jan-2020 9.8
17-Jan-2018 8.9 17-Jan-2019 9.1 17-Jan-2020
18-Jan-2018 8.8 18-Jan-2019 18-Jan-2020
19-Jan-2018 19-Jan-2019 19-Jan-2020
20-Jan-2018 20Jan-2019 20-Jan-2020
21-Jan-2018 21-Jan-2019 21-Jan-2020 8.6
22-Jan-2018 8.5 22-Jan-2019 11.6 22-Jan-2020 9.0
23-Jan-2018 23-Jan-2019 10.3 23-Jan-2020 8.6
24-Jan-2018 7.6 24-Jan-2019 9.3 24-Jan-2020
25-Jan-2018 7.6 25-Jan-2019 25-Jan-2020
26-Jan-2018 26-Jan-2019 26-Jan-2020
27-Jan-2018 27-Jan-2019 27-Jan-2020 10.8
28-Jan-2018 28-Jan-2019 10.4 28-Jan-2020
29-Jan-2018 29-Jan-2019 29Jan-2020 10.4
30-Jan-2018 30-Jan-2019 9.5 30-Jan-2020 9.9
31-Jan-2018 9.1 31-Jan-2019 11.2 31-Jan-2020
1-Feb-2018 9.6 1-Feb-2019 1-Feb-2020
2-Feb-2018 9.1 2-Feb-2019 2-Feb-2020
3-Feb-2018 3-Feb-2019 3-Feb-2020 11.5
4-Feb-2018 4-Feb-2019 10.1 4-Feb-2020
5-Feb-2018 11.0 5-Feb-2019 8.6 5-Feb-2020 9.8
6-Feb-2018 9.9 6-Feb-2019 6-Feb-2020 9.3
7-Feb-2018 8.6 7-Feb-2019 8.8 7-Feb-2020
8-Feb-2018 8-Feb-2019 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020 11.5
11-Feb-2018 11-Feb-2019 10.6 11-Feb-2020
12-Feb-2018 8.5 12-Feb-2019 12-Feb-2020 10.8
13-Feb-2018 13-Feb-2019 9.4 13-Feb-2020 9.6
14-Feb-2018 8.4 14-Feb-2019 9.5 14-Feb-2020
15-Feb-2018 8.3 15-Feb-2019 15-Feb-2020
16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020 11.3
18-Feb-2018 18-Feb-2019 9.7 18-Feb-2020
19-Feb-2018 9.6 19-Feb-2019 19-Feb-2020 10.9
_20-Feb-2018 20-Feb-2019 10.0 20-Feb-2020 8.7
21-Feb-2018 8.9 21-Feb-2019 10.4 21-Feb-2020
22-Feb-2018 7.6 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
24-Feb-2018 24-Feb-2019 24-Feb-2020 10.8
25-Feb-2018 25-Feb-2019 11.2 25-Feb-2020
26-Feb-2018 8.2 26-Feb-2019 11.0 26-Feb-2020 11.5
27-Feb-2018 8.3 27-Feb-2019 9.2 27-Feb-2020 8.5
28-Feb-2018 7.4 28-Feb-2019 28-Feb-2020
1-Mar-2018 1-Mar-2019 29-Feb-2020
2-Mar-2018 2-Mar-2019 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020 10.8
4-Mar-2018 4-Mar-2019 8.6 3-Mar-2020
5-Mar-2018 11.3 5-Mar-2019 4-Mar-2020 9.8
6-Mar-2018 6-Mar-2019 8.3 5-Mar-2020 9.9
7-Mar-2018 7.8 7-Mar-2019 7.9 6-Mar-2020
8-Mar-2018 8.4 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020 11.2
11-Mar-2018 11-Mar-2019 8.9 10-Mar-2020
12-Mar-2018 11.2 12-Mar-2019 11-Mar-2020 9.8
13-Mar-2018 13-Mar-2019 7.0 12-Mar-2020 10.3
14-Mar-2018 14-Mar-2019 7.9 13-Mar-2020
15-Mar-2018 8.6 15-Mar-2019 14-Mar-2020
16-Mar-2018 9.8 16-Mar-2019 15-Mar-2020
Randleman Effluent DO Data 2018 to 2020 45

RANDLEMAN EFFLUENT DO DATA
2018 2019 2020 1
Date mg/L Date mg/L Date mg/L
17-Mar-2018 17-Mar-2019 16-Mar-2020 8.8
18-Mar-2018 18-Mar-2019 8.3 17-Mar-2020
19-Mar-2018 8.6 19-Mar-2019 18-Mar-2020 10.4
20-Mar-2018 7.5 20-Mar-2019 8.6 19-Mar-2020 7.4
21-Mar-2018 21-Mar-2019 8.4 20-Mar-2020
22-Mar-2018 22-Mar-2019 21-Mar-2020
23-Mar-2018 8.6 23-Mar-2019 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020 10.8
25-Mar-2018 25-Mar-2019 7.9 24-Mar-2020
26-Mar-2018 12.1 26-Mar-2019 25-Mar-2020 9.1
27-Mar-2018 27-Mar-2019 7.2 26-Mar-2020 6.8
28-Mar-2018 7.6 28-Mar-2019 6.9 27-Mar-2020
29-Mar-2018 6.1 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
31-Mar-2018 31-Mar-2019 30-Mar-2020 8.6
1-Apr-2018 1-Apr-2019 8.3 31-Mar-2020
2-Apr-2018 8.5 2-Apr-2019 1-Apr-2020 8.6
3-Apr-2018 3-Apr-2019 7.7 2-Apr-2020 8.4
4-Apr-2018 8.0 4-Apr-2019 7.1 3-Apr-2020
5-Apr-2018 9.0 5-Apr-2019 4-Apr-2020
6-Apr-2018 6.5 6-Apr-2019 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020 10.8
_ 8-Apr-2018 8-Apr-2019 7-Apr-2020,
9-Apr-2018 9-Apr-2019 8.4 8-Apr-2020 9.6
10-Apr-2018 8.4 10-Apr-2019 9.9 9-Apr-2020 11.2
11-Apr-2018 7.9 11-Apr-2019 8.9 10-Apr-2020
12-Apr-2018 7.2 12-Apr-2019 11-Apr-2020
13-Apr-2018 13-Apr-2019 12-Apr-2020
14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 7.7 14-Apr-2020 8.8
16-Apr-2018 7.6 16-Apr-2019 15-Apr-2020
_ 17-Apr-2018 17-Apr-2019 7.9 16-Apr-2020 9.5
18-Apr-2018 8.5 18-Apr-2019 6.8 17-Apr-2020 11.0
19-Apr-2018 7.1 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
21-Apr-2018 21-Apr-2019 20-Apr-2020 9.4
22-Apr-2018 22-Apr-2019 8.6 21-Apr-2020
23-Apr-2018 7.2 23-Apr-2019 22-Apr-2020 8.4
24-Apr-2018 24-Apr-2019 7.7 23-Apr-2020 8.7
25-Apr-2018 25-Apr-2019 6.4 24-Apr-2020
26-Apr-2018 7.7 26-Apr-2019 25-Apr-2020
27-Apr-2018 7.2 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020 10.4
29-Apr-2018 29-Apr-2019 7.4 28-Apr-2020
30-Apr-2018 8.4 30-Apr-2019 29-Apr-2020 9.0
1-May-2018 1-May-2019 7.0 30-Apr-2020 8.0
2-May-2018 8.6 2-May-2019 7.2 1-May-2020
3-May-2018 7.6 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020 9.6
6-May-2018 6-May-2019 7.0 5-May-2020
7-May-2018 7.8 7-May-2019 6-May-2020 7.4
8-May-2018 8-May-2019 7.4 7-May-2020 7.1
9-May-2018 9-May-2019 6.4 8-May-2020
_10-May-2018 8.8 10-May-2019 9-May-2020
11-May-2018 6.7 11-May-2019 10-May-2020
12-May-2018 12-May-2019 11-May-2020 8.9
13-May-2018 13-May-2019 6.9 12-May-2020
14-May-2018 14-May-2019 13-May-2020 8.3
15-May-2018 7.5 15-May-2019 6.4 14-May-2020 8.3
16-May-2018 8.4 16-May-2019 6.7 15-May-2020
17-May-2018 7.6 17-May-2019 16-May-2020
18-May-2018 6.6 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020 8.3
20-May-2018 20-May-2019 6.1 19-May-2020
21-May-2018 6.7 21-May-2019 20-May-2020 7.5
22-May-2018 8.6 22-May-2019 6.8 21-May-2020 8.7
23-May-2018 6.7 23-May-2019 6.3 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 6.8 25-May-2019 24-May-2020
26-May-2018 26-May-2019 25-May-2020
27-May-2018 27-May-2019 26-May-2020 8.3
28-May-2018 28-May-2019 6.5 27-May-2020 7.7
29-May-2018 7.6 29-May-2019 5.8 28-May-2020 7.7
30-May-2018 9.1 30-May-2019 7.2 29-May-2020
Randleman Effluent DO Data 2018 to 2020 46

RANDLEMAN EFFLUENT DO DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
31-May-2018 6.4 31-May-2019 30-May-2020
1-Jun-2018 5.7 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020 8.0
3-Jun-2018 3-Jun-2019 6.4 2-Jun-2020
- _4-Jun-2018 6.4 4-Jun-2019 3-Jun-2020 6.8
5Jun-2018 7.2 5-Jun-2019 6.9 4-Jun-2020 6.4
6-Jun-2018 5.6 6-Jun-2019 7.6 5-Jun-2020
7-Jun-2018 5.4 7-Jun-2019 6-Jun-2020
8-Jun-2018 5.1 8-Jun-2019 7-Jun-2020
9-Jun-2018 9-Jun-2019 8-Jun-2020 8.1
10-Jun-2018 10-Jun-2019 6.7 9-Jun-2020
11-Jun-2018 5.8 11-Jun-2019 10-Jun-2020 7.9
12-Jun-2018 6.1 12-Jun-2019 6.2 11-Jun-2020 7.1
13-Jun-2018 5.5 13-Jun-2019 5.9 12-Jun-2020
14-Jun-2018 5.8 14-Jun-2019 13-Jun-2020
15J u n-2018 5.4 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020 7.7
17-Jun-2018 17-Jun-2019 6.2 16-Jun-2020
18-Jun-2018 9.7 18-Jun-2019 17-Jun-2020 6.1
_ 19-Jun-2018 6.2 19-Jun-2019 7.9 18-Jun-2020 6.6
20-Jun-2018 9.3 20-Jun-2019 6.7 19-Jun-2020
21-Jun-2018 5.7 21-Jun-2019 20-Jun-2020-
22-Jun-2018 5.9 22-Jun-2019 21-Jun-2020
23-Jun-2018 23-Jun-2019 22-Jun-2020 7.3
_ 24-Jun-2018 24-Jun-2019 6.9 23-Jun-2020
25-Jun-2018 5.8 25-Jun-2019 24-Jun-2020 6.0
26-Jun-2018 7.2 26-Jun-2019 6.7 25-Jun-2020 6.7
27-Jun-2018 7.6 27-Jun-2019 6.1 26-Jun-2020
28-Jun-2018 8.6 28-Jun-2019 27-Jun-2020
29-Jun-2018 6.1 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020 6.9
1-Jul-2018 1-Jul-2019 6.7 30-Jun-2020
2-Jul-2018 6.2 2-Jul-2019 6.1 1-Jul-2020 6.5
3-Jul-2018 6.2 3-Jul-2019 6.4 2-Jul-2020 6.6
4-Jul-2018 4-Jul-2019 3-Jul-2020
5-Jul-2018 6.9 5-Jul-2019 4-Jul-2020
6-Jul-2018 6.0 6-Jul-2019 5-Jul-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020 7.5
8-Jul-2018 8-Jul-2019 7-Jul-2020
9-Jul-2018 7.6 9-Jul-2019 6.6 8-Jul-2020 7.6
10JuI-2018 7.2 10-Jul-2019 6.2 9-Jul-2020 6.6
11-Jul-2018 7.4 11-Jul-2019 6.3 10-JuI-2020
12-Jul-2018 6.8 12-Jul-2019 11-Jul-2020
13-Jul-2018 6.4 13-Jul-2019 12Jul-2020
14-Jul-2018 14JuI-2019 13-Jul-2020 7.6
15-Jul-2018 15-Jul-2019 6.6 14-Jul.2020
16-J u l-2018 6.2 16-J u I-2019 15-J u I-2020 5.4
17-Jul-2018 6.8 17-Jul-2019 5.1 16-Jul-2020 5.3
18-Jul-2018 6.7 18-J u I-2019 5.3 17-J u I-2020
19-Jul-2018 19Jul-2019 18Jul-2020
20Jul-2018 6.0 20-Jul-2019 19Jul-2020
21-Jul-2018 21-Jul-2019 20-Jul-2020
22JuI-2018 22Jul-2019 5.8 21-Jul-2020 7.0
23-Jul-2018 6.2 23-Jul-2019 22-Jul-2020
24-Jul-2018 6.3 24-Jul-2019 6.2 23-Jul-2020 6.6
25-Jul-2018 7.1 25-Jul-2019 6.9 24-Jul-2020 6.5
26-Jul-2018 6.8 26-Jul-2019 25-Jul-2020
27Jul-2018 7.4 27Jul-2019 26-Jul-2020
28Jul-2018 28-Jul-2019 27-Jul-2020 6.8
29JuI-2018 29Jul-2019 6.0 28-Jul-2020
30Jul-2018 6.5 30-Jul-2019 29-Jul-2020 6.5
31-Jul-2018 6.4 31-Jul-2019 6.5 30-Jul-2020 6.7
1-Aug-2018 6.5 1-Aug-2019 5.9 31-Jul-2020
2-Aug-2018 7.4 2-Aug-2019 1-Aug-2020
3-Aug-2018 6.7 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 3-Aug-2020 6.1
5-Aug-2018 5-Aug-2019 6.5 4-Aug-2020
6-Aug-2018 6.6 6-Aug-2019 5-Aug-2020 7.0
7-Aug-2018 6.2 7-Aug-2019 6.1 6-Aug-2020 6.7
8-Aug-2018 8-Aug-2019 6.0 7-Aug-2020
9-Aug-2018 6.1 9-Aug-2019 8-Aug-2020
10-Aug-2018 5.8 10-Aug-2019 9-Aug-2020
11-Aug-2018 11-Aug-2019 10-Aug-2020 6.5
12-Aug-2018 12-Aug-2019 6.0 11-Aug-2020
13-Aug-2018 6.4 13-Aug-2019 12-Aug-2020 7.2
Randleman Effluent DO Data 2018 to 2020 47

T
RANDLEMAN EFFLUENT DO DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
14-Aug-2018 6.7 14-Aug-2019 6.7 13-Aug-2020 6.2
15-Aug-2018 6.0 15-Aug-2019 6.4 14-Aug-2020
16-Aug-2018 16-Aug-2019 15-Aug-2020
17-Aug-2018 17-Aug-2019 16-Aug-2020
18-Aug-2018 18-Aug-2019 17-Aug-2020 7.8
19-Aug-2018 19-Aug-2019 6.5 18-Aug-2020
20-Auq-2018 6.6 20-Aug-2019 19-Aug-2020 6.3
21-Aug-2018 7.4 21-Aug-2019 6.2 20-Aug-2020 6.3
22-Aug-2018 22-Aug-2019 7.1 21-Aug-2020
23-Aug-2018 6.1 23-Aug-2019 22-Aug-2020
24-Aug-2018 6.0 24-Aug-2019 23-Aug-2020
25-Aug-2018 25-Aug-2019 24-Aug-2020 6.0
26-Aug-2018 26-Aug-2019 7.6 25-Aug-2020
27-Aug-2018 8.0 27-Aug-2019 26-Aug-2020 7.3
28-Aug-2018 6.0 28-Aug-2019 6.6 27-Aug-2020 5.8
29-Aug-2018 6.7 29-Aug-2019 7.4 28-Aug-2020
30-Auq-2018 5.7 30-Aug-2019 29-Aug-2020
31-Aug-2018 6.0 31-Aug-2019 30-Aug-2020
1-Sep-2018 1-Sep-2019 31-Aug-2020 6.5
2-Sep-2018 2-Sep-2019 1-Sep-2020 _
3-Sep-2018 3-Sep-2019 6.1 2-Sep-2020 7.8
4-Sep-2018 7.2 4-Sep-2019 6.5 3-Sep-2020 6.5
5-Sep-2018 6.1 5-Sep-2019 6.1 4-Sep-2020
6-Sep-2018 6.2 6-Sep-2019 5-Sep-2020
7-Sep-2018 7-Sep-2019 6-Sep-2020
8-Sep-2018 8-Sep-2019 7-Sep-2020
9-Sep-2018 9-Sep-2019 6.4 8-Sep-2020 6.6
10-Sep-2018 6.7 10-Sep-2019 9-Sep-2020 6.5
11-Sep-2018 5.7 11-Sep-2019 5.9 10-Sep-2020 7.6,
12-Sep-2018 6.0 12-Sep-2019 6.9 11-Sep-2020
13-Sep-2018 13-Sep-2019 12-Sep-2020
14-Sep-2018 14-Sep-2019 13-Sep-2020
15-Sep-2018 15-Sep-2019 14-Sep-2020 8.1
16-Sep-2018 16-Sep-2019 6.3 15-Sep-2020
_17-Sep-2018 8.2 17-Sep-2019 16-Sep-2020 6.0
18-Sep-2018 18-Sep-2019 6.1 17-Sep-2020 6.3
19-Sep-2018 6.7 19-Sep-2019 5.8 18-Sep-2020
20-Sep-2018 6.2 20-Sep-2019 19-Sep-2020
21-Sep-2018 21-Sep-2019 20-Sep-2020
22-Sep-2018 22-Sep-2019 21-Sep-2020 6.4-
23-Sep-2018 23-Sep-2019 8.2 22-Sep-2020
24-Sep-2018 7.0 24-Sep-2019 23-Sep-2020 7.6
25-Sep-2018 25-Sep-2019 6.9 24-Sep-2020 6.7
26-Sep-2018 6.7 26-Sep-2019 7.4 25-Sep-2020
27-Sep-2018 6.5 27-Sep-2019 26-Sep-2020
28-Sep-2018 28-Sep-2019 27-Sep-2020
29-Sep-2018 29-Sep-2019 28-Sep-2020 6.5
30-Sep-2018 30-Sep-2019 6.9 29-Sep-2020
1-Oct-2018 6.5 1-Oct-2019 30-Sep-2020 7.6
2-Oct-2018 2-Oct-2019 7.8 1-Oct-2020 7.2
3-Oct-2018 6.8 3-Oct-2019 6.2 2-Oct-2020
4-Oct-2018 6.0 4-Oct-2019 3-Oct-2020
5-Oct-2018 5-Oct-2019 4-Oct-2020
6-Oct-2018 6-Oct-2019 5-Oct-2020
7-Oct-2018 7-Oct-2019 6-Oct-2020 8.5
8-Oct-2018 6.2 8-Oct-2019 6.8 7-Oct-2020
9-Oct-2018 9-Oct-2019 6.9 8-Oct-2020 7.5
10-Oct-2018 6.0 10-Oct-2019 7.0 9-Oct-2020 7.1
11-Oct-2018 6.5 11-Oct-2019 10-Oct-2020
12-Oct-2018 12-Oct-2019 11-Oct-2020 -
_
13-Oct-2018 13-Oct-2019 12-Oct-2020 7.5
14-Oct-2018 14-Oct-2019 7.1 13-Oct-2020
15-Oct-2018 15-Oct-2019 14-Oct-2020 6.6
16-Oct-2018 6.6 16-Oct-2019 5.3 15-Oct-2020 8.6
17-Oct-2018 6.3 17-Oct-2019 7.0 16-Oct-2020
18-Oct-2018 6.5 18-Oct-2019 17-Oct-2020-
19-Oct-2018 19-Oct-2019 18-Oct-2020
20-Oct-2018 20-Oct-2019 19-Oct-2020 6.6
21-Oct-2018 21-Oct-2019 6.8 20-Oct-2020
22-Oct-2018 7.4 22-Oct-2019 21-Oct-2020 8.4
23-Oct-2018 23-Oct-2019 6.4 22-Oct-2020 7.7
24-Oct-2018 6.5 24-Oct-2019 6.1 23-Oct-2020
25-Oct-2018 7.5 25-Oct-2019 24-Oct-2020
26-Oct-2018 26-Oct-2019 25-Oct-2020
27-Oct-2018 27-Oct-2019 26-0c1-2020 11.8
Randleman Effluent DO Data 2018 to 2020 48

RANDLEMAN EFFLUENT DO DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
28-Oct-2018 28-Oct-2019 7.8 27-Oct-2020
29-Oct-2018 8.8 29-Oct-2019 28-Oct-2020 6.1
30-Oct-2018 30-Oct-2019 7.3 29-Oct-2020 6.0
31-Oct-2018 8.1 31-Oct-2019 7.0 30-Oct-2020
1-Nov-2018 8.2 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020
3-Nov-2018 3-Nov-2019 2-Nov-2020 6.5
4-Nov-2018 4-Nov-2019 8.0 3-Nov-2020
5-Nov-2018 8.1 5-Nov-2019 4-Nov-2020 8.2
6-Nov-2018 6-Nov-2019 8.7 5-Nov-2020 9.8
7-Nov-2018 8.3 7-Nov-2019 7.9 6-Nov-2020
8-Nov-2018 7.6 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 8-Nov-2020
10-Nov-2018 10-Nov-2019 9-Nov-2020 8.1
11-Nov-2018 11-Nov-2019 10-Nov-2020 6.6
12-Nov-2018 12-Nov-2019 7.8 11-Nov-2020
13-Nov-2018 7.9 13-Nov-2019 9.1 12-Nov-2020 6.1
14-Nov-2018 9.6 14-Nov-2019 7.8 13-Nov-2020
15-Nov-2018 9.2 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020 10.4
18-Nov-2018 18-Nov-2019 9.0 17-Nov-2020
19-Nov-2018 8.8 19-Nov-2019 18-Nov-2020 9.7
20-Nov-2018 8.9 20-Nov-2019 8.3 19-Nov-2020 9.1
21-Nov-2018 9.0 21-Nov-2019 8.4 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020
24-Nov-2018 24-Nov-2019 23-Nov-2020 8.1
25-Nov-2018 25-Nov-2019 11.3 24-Nov-2020 8.0
26-Nov-2018 9.8 26-Nov-2019 9.3 25-Nov-2020 7.4
27-Nov-2018 27-Nov-2019 9.4 26-Nov-2020
28-Nov-2018 10.1 28-Nov-2019 27-Nov-2020
29-Nov-2018 9.6 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 30-Nov-2020 8.6
2-Dec-2018 2-Dec-2019 9.6 1-Dec-2020
3-Dec-2018 8.8 3-Dec-2019 2-Dec-2020 7.6
4-Dec-2018 4-Dec-2019 8.8 3-Dec-2020 8.6
5-Dec-2018 8.8 5-Dec-2019 8.6 4-Dec-2020
6-Dec-2018 9.3 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020
8-Dec-2018 8-Dec-2019 7-Dec-2020 8.6
9-Dec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 8.3 9-Dec-2020 8.6
11-Dec-2018 11-Dec-2019 8.5 10-Dec-2020 7.8
12-Dec-2018 11.0 12-Dec-2019 8.7 11-Dec-2020
13-Dec-2018 10.4 13-Dec-2019 12-Dec-2020
14-Dec-2018 8.6 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020 7.6
16-Dec-2018 16-Dec-2019 8.9 15-Dec-2020
17-Dec-2018 9.8 17-Dec-2019 16-Dec-2020 10.7
18-Dec-2018 18-Dec-2019 8.6 17-Dec-2020 11.7
19-Dec-2018 10.1 19-Dec-2019 9.0 18-Dec-2020 __
20-Dec-2018 9.6 20-Dec-2019 19-Dec-2020
21-Dec-2018 21-Dec-2019 20-Dec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020 10.3
23-Dec-2018 23-Dec-2019 9.8 22-Dec-2020 10.7
24-Dec-2018 24-Dec-2019 23-Dec-2020 10.6
25-Dec-2018 25-Dec-2019 24-Dec-2020
26-Dec-2018 10.0 26-Dec-2019 10.9 25-Dec-2020
27-Dec-2018 10.6 27-Dec-2019 11.2 26-Dec-2020
28-Dec-2018 9.8 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 9.8 29-Dec-2020 _ 11.1
31-Dec-2018 11.2 31-Dec-2019 10.0 30-Dec-2020 9.5
31-Dec-2020 8.6
COUNT 181 COUNT 157 COUNT 156
AVERAGE 7.7 AVERAGE 7.8 AVERAGE 8.3
MAX 12.6 MAX 11.6 MAX 11.8
3 YR MAX 12.6
3 YR AVG 7.9
COUNT 495
Randleman Effluent DO Data 2018 to 2020 49
l

RANDLEMAN EFFLUENT AMMONIA DATA
2018 2019 2020
Date mg/L Date mg/L Date mglL
1-Jan-2018 1-Jan-2019 1-Jan-2020
2-Jan-2018 9.22 2-Jan-2019 0.197 2-Jan-2020
3-Jan-2018 3-Jan-2019 3-Jan-2020
4-Jan-2018 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 6-Jan-2020
7-Jan-2018 7-Jan-2019 7-Jan-2020
8-Jan-2018 3.35 8-Jan-2019 8-Jan-2020
9-Jan-2018 9-Jan-2019 0.148 9-Jan-2020 0.213
10-Jan-2018 10-Jan-2019 10-Jan-2020
11-Jan-2018 11-Jan-2019 11-Jan-2020
12-Jan-2018 12-Jan-2019 12-Jan-2020
13-Jan-2018 13-Jan-2019 13-Jan-2020
14-Jan-2018 14-Jan-2019 14-Jan-2020
15-Jan-2018 15-Jan-2019 15-Jan-2020 0.319
16-Jan-2018 16-Jan-2019 16-Jan-2020
17-Jan-2018 4.75 17-Jan-2019 0.142 17-Jan-2020
18-Jan-2018 1.16 18-Jan-2019 18-Jan-2020
19-Jan-2018 19-Jan-2019 19-Jan-2020
20-Jan-2018 20-Jan-2019 20-Jan-2020
21-Jan-2018 21-Jan-2019 21-Jan-2020
22-Jan-2018 4.73 22-Jan-2019 22-Jan-2020 <0.1
23-Jan-2018 23-Jan-2019 <0.1 23-Jan-2020
24-Jan-2018 24-Jan-2019 24-Jan-2020
25Jan-2018 3.17 25-Jan-2019 25-Jan-2020
26-Jan-2018 26-Jan-2019 26-Jan-2020
27-Jan-2018 27-Jan-2019 27-Jan-2020
28-Jan-2018 28-Jan-2019 28-Jan-2020
29Jan-2018 29-Jan-2019 29-Jan-2020 0.342
30-Jan-2018 30-Jan-2019 <0.1 30-Jan-2020
31-Jan-2018 5.03 31-Jan-2019 31-Jan-2020
1-Feb-2018 1-Feb-2019 1-Feb-2020
2-Feb-2018 2-Feb-2019 2-Feb-2020
3-Feb-2018 3-Feb-2019 3-Feb-2020
4-Feb-2018 4-Feb-2019 4-Feb-2020
5-Feb-2018 7.91 5-Feb-2019 5-Feb-2020 <0.1
6-Feb-2018 6-Feb-2019 <0.1 6-Feb-2020
7-Feb-2018 4.31 7-Feb-2019 7-Feb-2020
8-Feb-2018 8-Feb-2019 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020
11-Feb-2018 11-Feb-2019 11-Feb-2020
12-Feb-2018 6.72 12-Feb-2019 12-Feb-2020 <0.1
13-Feb-2018 13-Feb-2019 0.241 13-Feb-2020
14-Feb-2018 14-Feb-2019 14-Feb-2020
15-Feb-2018 5.92 15-Feb-2019 15-Feb-2020
16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020
18-Feb-2018 18-Feb-2019 18-Feb-2020
19-Feb-2018 1.19 19-Feb-2019 19-Feb-2020 <0.1_
20-Feb-2018 20-Feb-2019 <0.1 20-Feb-2020
21-Feb-2018 4.42 21-Feb-2019 21-Feb-2020
22-Feb-2018 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
24-Feb-2018 24-Feb-2019 24-Feb-2020
25-Feb-2018 25-Feb-2019 25-Feb-2020
- 26-Feb-2018 2.17 26-Feb-2019 <0.1 26-Feb-2020 <0.1
27-Feb-2018 2.93 27-Feb-2019 27-Feb-2020
28-Feb-2018 28-Feb-2019 28-Feb-2020
1-Mar-2018 1-Mar-2019 29-Feb-2020
2-Mar-2018 2-Mar-2019 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020
4-Mar-2018 4-Mar-2019 3-Mar-2020
5-Mar-2018 5-Mar-2019 4-Mar-2020 <0.1
6-Mar-2018 6-Mar-2019 5-Mar-2020
7-Mar-2018 0.10 7-Mar-2019 0.311 6-Mar-2020
8-Mar-2018 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020
11-Mar-2018 11-Mar-2019 10-Mar-2020
12-Mar-2018 7.74 12-Mar-2019 11-Mar-2020 <0.1
13-Mar-2018 13-Mar-2019 0.694 12-Mar-2020
14-Mar-2018 14-Mar-2019 13-Mar-2020
15-Mar-2018 5.34 15-Mar-2019 14-Mar-2020
16-Mar-2018 6.13 16-Mar-2019 15-Mar-2020
Randleman Effluent Ammonia Data 2018 to 2020 50

RANDLEMAN EFFLUENT AMMONIA DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
17-Mar-2018 17-Mar-2019 16-Mar-2020
18-Mar-2018 18-Mar-2019 17-Mar-2020
19-Mar-2018 8.08 19-Mar-2019 18-Mar-2020 <0.1
20-Mar-2018 8.70 20-Mar-2019 0.113 19-Mar-2020
21-Mar-2018 21-Mar-2019 20-Mar-2020
22-Mar-2018 22-Mar-2019 21-Mar-2020
23-Mar-2018 23-Mar-2019 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020
25-Mar-2018 25-Mar-2019 0.103 24-Mar-2020
26-Mar-2018 5.20 26-Mar-2019 25-Mar-2020 <0.1
27-Mar-2018 27-Mar-2019 26-Mar-2020
28-Mar-2018 1.15 28-Mar-2019 27-Mar-2020
29-Mar-2018 1.33 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
31-Mar-2018 31-Mar-2019 30-Mar-2020
1-Apr-2018 1-Apr-2019 31-Mar-2020
2-Apr-2018 2-Apr-2019 1-Apr-2020 _<0.1
3-Apr-2018 3-Apr-2019 0.150 2-Apr-2020
4-Apr-2018 4-Apr-2019 3-Apr-2020
5-Apr-2018 7.40 5-Apr-2019 4-Apr-2020
6-Apr-2018 6-Apr-2019 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020
8-Apr-2018 8-Apr-2019 7-Apr-2020
9-Apr-2018 9-Apr-2019 8-Apr-2020 <0.1
10-Apr-2018 10-Apr-2019 9-Apr-2020
11-Apr-2018 11-Apr-2019 0.381 10-Apr-2020
12-Apr-2018 7.68 12-Apr-2019 11-Apr-2020
13-Apr-2018 13-Apr-2019 12-Apr-2020
14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 14-Apr-2020
16-Apr-2018 16-Apr-2019 15-Apr-2020
17-Apr-2018 17-Apr-2019 0.222 16-Apr-2020
18-Apr-2018 18-Apr-2019 17-Apr-2020 <0.1
19-Apr-2018 7.54 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
21-Apr-2018 21-Apr-2019 20-Apr-2020
22-Apr-2018 22-Apr-2019 21-Apr-2020
23-Apr-2018 23-Apr-2019 22-Apr-2020 <0.1
24-Apr-2018 24-Apr-2019 0.164 23-Apr-2020
25-Apr-2018 25-Apr-2019 24-Apr-2020
26-Apr-2018 26-Apr-2019 25-Apr-2020
27-Apr-2018 2.43 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020, _
29-Apr-2018 29-Apr-2019 28-Apr-2020
30-Apr-2018 30-Apr-2019 29-Apr-2020 <0.1
1-May-2018 1-May-2019 0.144 30-Apr-2020
2-May-2018 2-May-2019 1-May-2020
3-May-2018 10.10 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020
6-May-2018 6-May-2019 5-May-2020
7-May-2018 7-May-2019 6-May-2020 <0.1
8-May-2018 8-May-2019 0.238 7-May-2020
9-May-2018 9-May-2019 8-May-2020
10-May-2018 10-May-2019 9-May-2020
11-May-2018 9.95 11-May-2019 10-May-2020
12-May-2018 12-May-2019 11-May-2020
13-May-2018 13-May-2019 12-May-2020
14-May-2018 14-May-2019 13-May-2020 <0.1
15-May-2018 15-May-2019 0.343 14-May-2020
16-May-2018 12.30 16-May-2019 15-May-2020
17-May-2018 17-May-2019 16-May-2020
18-May-2018 5.69 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020
20-May-2018 20-May-2019 19-May-2020
21-May-2018 0.41 21-May-2019 20-May-2020 <0.1
22-May-2018 0.72 22-May-2019 0.229 21-May-2020
23-May-2018 1.15, 23-May-2019 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 2.71 25-May-2019 24-May-2020
26-May-2018 26-May-2019 25-May-2020
27-May-2018 27-May-2019 26-May-2020
28-May-2018 , 28-May-2019 27-May-2020 <0.1
29-May-2018 29-May-2019 0.137 28-May-2020
30-May-2018 30-May-2019 29-May-2020
Randleman Effluent Ammonia Data 2018 to 2020 51

RANDLEMAN EFFLUENT AMMONIA DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
31-May-2018 31-May-2019 30-May-2020
1-Jun-2018 2.30 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020
3-Jun-2018 3-Jun-2019 2-Jun-2020
4-Jun-2018 4-Jun-2019 3-Jun-2020 <0.1
5-Jun-2018 5-Jun-2019 0.102 4-Jun-2020
6-Jun-2018 6-Jun-2019 5-Jun-2020
7-Jun-2018 10.40 7-Jun-2019 6-Jun-2020
8-Jun-2018 8-Jun-2019 7-Jun-2020
9-Jun-2018 9-Jun-2019 8-Jun-2020
10-Jun-2018 10-Jun-2019 9-Jun-2020
11 J u n-2018 3.10 11-Jun-2019 10-Jun-2020 <0.1
12Jun-201 B 1.94 12-Jun-2019 <0.1 11-Jun-2020
13-Jun-2018 13-Jun-2019 12Jun-2020
14Jun-2018 14-Jun-2019 13-Jun-2020
15-Jun-2018 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020
17 J u n-2018 17J u n-2019 16J u n-2020
18Jun-2018 18Jun-2019 17Jun-2020 <0.1
19Jun-2018 19-Jun-2019 <0.1 18-Jun-2020
20-Jun-2018 20Jun-2019 19Jun-2020
21-Jun-2018 21-Jun-2019 20-Jun-2020
22-Jun-2018 10.40 22-Jun-2019 21-Jun-2020
23-Jun-2018 23-Jun-2019 22-Jun-2020
24-Jun-2018 24-Jun-2019 23-Jun-2020
25-Jun-2018 3.09 25-Jun-2019 24-Jun-2020 <0.1
26-Jun-2018 26-Jun-2019 <0.1 25-Jun-2020 _
27-Jun-2018 1.34 27-Jun-2019 26-Jun-2020
28Jun-2018 0.19 28-Jun-2019 27-Jun-2020
29-Jun-2018 0.72 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020
1-Jul-2018 1Jui-2019 30-Jun-2020
2-Jul-2018 1.53 2-Jul-2019 1-Jul-2020
3-Jul-2018 1.09 3-Jul-2019 <0.1 2-Jul-2020 <0.1
4-Jul-2018 4-Jul-2019 3-Jul-2020
_5-Jul-2018 1.33 5-Jul-2019 4-Jul-2020
6-Jul-2018 1.52 6-Jul-2019 5-Jul-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020
8-Jul-2018 8-Jul-2019 7-Jul-2020
9-Jul-2018 1.02 9-Jul-2019 8-Jul-2020 <0.1
10Jul-2018 10Jul-2019 9-Jul-2020
11-Jul2018 II-Jul-2019 <0.1 10-Jul2020
12Jul2018 6.69 12Jul-2019 11Jul2020
13Jul-2018 2.69 13Jul-2019 12Jul-2020
14J u l-2018 14-J u l-2019 13J u I-2020
15Jul2018 15-Jul-2019 14Jul-2020
16-Jul2018 16-Jul-2019 15-Jul-2020 <0.1
17Jul-2018 0.26 17-Jul-2019 <0.1 16Jul-2020
18Jul-2018 2.20 18-Jul-2019 17Jul2020
19J u l-2018 19 J u I-2019 18-Jul-2020
20Jul2018 0.63 20-Jul-2019 19Jul2020
_21-Jul2018 21-Jul-2019 20-Jul-2020
22Jul-2018 22Jul-2019 21Jul2020
23Jul-2018 3.52 23-Jul-2019 22Jul-2020
24Jul-2018 1.06 24-Jul-2019 <0.1 23Jul2020
25Jul2018 25-Jul2019 24Jul2020 <0.1
26-Jul-2018 0.51 26-Jul-2019 25-Jul-2020
27Jul2018 0.38 27-Jul-2019 26Jul2020
28Jul-2018 28-Jul-2019 27Jul-2020
29-Jul-2018 29-Jul-2019 28Jul-2020
30-Jul-2018 0.39 30Jul-2019_ 29Jul-2020 <0.1
31-Jul2018 31-Jul-2019 30-Jul-2020
1-Aug-2018 0.32 1-Aug-2019 <0.1 31Jul2020_
2-Aug-2018 0.33 2-Aug-2019 1-Aug-2020
3-Aug-2018 0.56 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 _ 3-Aug-2020
5-Aug-2018 5-Aug-2019 4-Aug-2020
6-Aug-2018 0.74 6-Aug-2019 5-Aug-2020 <0.1
7-Aug-2018 1.34 7-Aug-2019 <0.1 6-Aug-2020
8-Aug-2018 8-Aug-2019 7-Aug-2020
9-Aug-2018 0.71 9-Aug-2019 8-Aug-2020
' 10-Aug-2018 10-Aug-2019 9-Aug-2020
11-Aug-2018 11-Aug-2019 10-Aug-2020
12-Aug-2018 12-Aug-2019 11-Aug-2020
13-Aug-2018 0.47 13-Aug-2019 12-Aug-2020 <0.1
Randleman Effluent Ammonia Data 2018 to 2020 52

1
RANDLEMAN EFFLUENT AMMONIA DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
14-Aug-2018 0.52 14-Aug-2019 <0.1 13-Aug-2020
15-Aug-2018 15-Aug-2019 14-Aug-2020
16-Aug-2018 16-Aug-2019 15-Aug-2020
17-Aug-2018 17-Aug-2019 16-Aug-2020
18-Aug-2018 18-Aug-2019 17-Aug-2020
19-Aug-2018 19-Aug-2019 18-Aug-2020
20-Aug-2018 0.32 20-Aug-2019 19-Aug-2020 <0.1
21-Aug-2018 0.43 21-Aug-2019 <0.1 20-Auq-2020
22-Aug-2018 22-Aug-2019 21-Aug-2020
23-Aug-2018 23-Aug-2019 22-Aug-2020
24-Aug-2018 24-Aug-2019 23-Aug-2020
25-Aug-2018 25-Aug-2019 24-Aug-2020
26-Aug-2018 26-Aug-2019 25-Aug-2020
27-Aug-2018 27-Aug-2019 26-Aug-2020 <0.1
28-Aug-2018 1.63 28-Aug-2019 <0.1 27-Aug-2020
29-Aug-2018 29-Aug-2019 28-Aug-2020
30-Aug-2018 30-Aug-2019 29-Aug-2020
31-Aug-2018 0.28 31-Aug-2019 30-Aug-2020
1-Sep-2018 1-Sep-2019 31-Aug-2020
2-Sep-2018 2-Sep-2019 1-Sep-2020
3-Sep-2018 3-Sep-2019 2-Sep-2020 <0.1
4-Sep-2018 0.20 4-Sep-2019 0.216 3-Sep-2020
5-Sep-2018 5-Sep-2019 4-Sep-2020
6-Sep-2018 6-Sep-2019 5-Sep-2020
7-Sep-2018 7-Sep-2019 6-Sep-2020 ,
8-Sep-2018 8-Sep-2019 7-Sep-2020 I
9-Sep-2018 9-Sep-2019 8-Sep-2020
10-Sep-2018 0.20 10-Sep-2019 9-Sep-2020 <0.1
11-Sep-2018 11-Sep-2019 <0.1 10-Sep-2020
12-Sep-2018 12-Sep-2019 11-Sep-2020
13-Sep-2018 13-Sep-2019 12-Sep-2020
14-Sep-2018 14-Sep-2019 13-Sep-2020
15-Sep-2018 15-Sep-2019 14-Sep-2020
16-Sep-2018 16-Sep-2019 15-Sep-2020
17-Sep-2018 17-Sep-2019 16-Sep-2020 4.86
18-Sep-2018 18-Sep-2019 0.192 17-Sep-2020
19-Sep-2018 0.10 19-Sep-2019 18-Sep-2020
20-Sep-2018 20-Sep-2019 19-Sep-2020
21-Sep-2018 21-Sep-2019 20-Sep-2020
22-Sep-2018 22-Sep-2019 21-Sep-2020
23-Sep-2018 23-Sep-2019 22-Sep-2020
24-Sep-2018 24-Sep-2019 23-Sep-2020 0.498
25-Sep-2018 25-Sep-2019 1.390 24-Sep-2020
26-Sep-2018 0.18 26-Sep-2019 25-Sep-2020
27-Sep-2018 27-Sep-2019 26-Sep-2020
28-Sep-2018 28-Sep-2019 27-Sep-2020
29-Sep-2018 29-Sep-2019 28-Sep-2020
30-Sep-2018 30-Sep-2019 29-Sep-2020
1-Oct-2018 1-Oct-2019 30-Sep-2020 2.49
2-Oct-2018 2-Oct-2019 <0.1 1-Oct-2020
3-Oct-2018 0.22 3-Oct-2019 2-Oct-2020
4-Oct-2018 4-Oct-2019 3-Oct-2020
5-Oct-2018 5-Oct-2019 4-Oct-2020
6-Oct-2018 6-Oct-2019 5-Oct-2020
7-Oct-2018 7-Oct-2019 6-Oct-2020
8-Oct-2018 8-Oct-2019 7-Oct-2020
9-Oct-2018 9-Oct-2019 8-Oct-2020
10-Oct-2018 0.12 10-Oct-2019 <0.1 9-Oct-2020 <0.1
11-Oct-2018 11-Oct-2019 10-Oct-2020
12-O ct-2018 12-Oct-2019 11-Oct-2020
13-Oct-2018 13-Oct-2019 12-Oct-2020
14-Oct-2018 14-Oct-2019 13-Oct-2020
15-Oct-2018 15-Oct-2019 14-Oct-2020 <0.1
16-Oct-2018 16-Oct-2019 1.160 15-Oct-2020
17-Oct-2018 17-Oct-2019 16-Oct-2020 I
18-Oct-2018 <0.1 18-Oct-2019 17-Oct-2020
19-Oct-2018 19-Oct-2019 18-Oct-2020
20-Oct-2018 20-Oct-2019 19-Oct-2020
21-Oct-2018 21-Oct-2019 20-Oct-2020
22-Oct-2018 22-Oct-2019 21-Oct-2020 <0.1
23-Oct-2018 23-Oct-2019 <0.1 22-Oct-2020
24-Oct-2018 <0.1 24-Oct-2019 23-Oct-2020
25-Oct-2018 25-Oct-2019 24-Oct-2020
26-Oct-2018 26-Oct-2019 25-Oct-2020
27-Oct-2018 27-Oct-2019 26-Oct-2020
Randleman Effluent Ammonia Data 2018 to 2020 53

RANDLEMAN EFFLUENT AMMONIA DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
28-Oct-2018 28-Oct-2019 27-Oct-2020
29-Oct-2018 29-Oct-2019 28-Oct-2020 <0.1
30-Oct-2018 30-Oct-2019 0.107 29-Oct-2020
31-Oct-2018 <0.1 31-Oct-2019 30-Oct-2020
1-Nov-2018 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020
3-Nov-2018 3-Nov-2019 2-Nov-2020
4-Nov-2018 4-Nov-2019 3-Nov-2020
5-Nov-2018 5-Nov-2019 4-Nov-2020 <0.1
6-Nov-2018 6-Nov-2019 <0.1 5-Nov-2020
7-Nov-2018 <0.1 7-Nov-2019 6-Nov-2020
8-Nov-2018 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 8-Nov-2020
10-Nov-2018 10-Nov-2019 9-Nov-2020
11-Nov-2018 11-Nov-2019 10-Nov-2020 <0.1
12-Nov-2018 12-Nov-2019 11-Nov-2020
13-Nov-2018 13-Nov-2019 <0.1 12-Nov-2020
14-Nov-2018 <0.1 14-Nov-2019 13-Nov-2020
15-Nov-2018 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020
18-Nov-2018 18-Nov-2019 17-Nov-2020
19-Nov-2018 19-Nov-2019 18-Nov-2020 <0.1
20-Nov-2018 <0.1 20-Nov-2019 2.790 19-Nov-2020
21-Nov-2018 21-Nov-2019 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020
24-Nov-2018 24-Nov-2019 23-Nov-2020
25-Nov-2018 25-Nov-2019 24-Nov-2020 <0.1
26-Nov-2018 26-Nov-2019 0.168 25-Nov-2020
27-Nov-2018 27-Nov-2019 26-Nov-2020
28-Nov-2018 <0.1 28-Nov-2019 27-Nov-2020
_ 29-Nov-2018 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 30-Nov-2020 2-Dec-2018 2-Dec-2019 1-Dec-2020_
3-Dec-2018 3-Dec-2019 2-Dec-2020 <0.1
4-Dec-2018 4-Dec-2019 0.283 3-Dec-2020
5-Dec-2018 <0.1 5-Dec-2019 4-Dec-2020
6-Dec-2018 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020 _ _
8-Dec-2018 8-Dec-2019 7-Dec-2020
_9-D_ec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 9-Dec-2020 <0.1
11-Dec-2018 11-Dec-2019 0.324 10-Dec-2020
12-Dec-2018 12-Dec-2019 11-Dec-2020
13-Dec-2018 <0.1 13-Dec-2019 12-Dec-2020
14-Dec-2018 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020
16-Dec-2018 16-Dec-2019 15-Dec-2020
17-Dec-2018 17-Dec-2019 16-Dec-2020 <0.1
18-Dec-2018 18-Dec-2019 0.248 17-Dec-2020
19-Dec-2018 <0.1 19-Dec-2019 18-Dec-2020_
20-Dec-2018 20-Dec-2019 19-Dec-2020
21-Dec-2018 21-Dec-2019 20-Dec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020
23-Dec-2018 23-Dec-2019 22-Dec-2020 <0.1
24-Dec-2018 24-Dec-2019 23-Dec-2020
-
25-Dec-2018 25-Dec-2019 24-Dec-2020
26-Dec-2018 26-Dec-2019 0.616 25-Dec-2020
27-Dec-2018 0.36 27-Dec-2019 26-Dec-2020
28-Dec-2018 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 0.426 29-Dec-2020 <0.1
31-Dec-2018 31-Dec-2019 30-Dec-2020
31-Dec-2020
COUNT 89 COUNT 53 COUNT 52
AVERAGE 2.8 AVERAGE 0.2 AVERAGE 0.2
MAX 12.3 MAX 2.8 MAX 4.9
3 YR MAX 12.3
3YRAVG 1.4
COUNT 194
Randleman Effluent Ammonia Data 2018 to 2020 54

RANDLEMAN EFFLUENT NITRATE PLUS NITRITE DATA
2018 ' 2019 2020
Date mg/L Date mg/L _ Date mg/L
18-Jan-2018 0.385 17-Jan-2019 2.59 9-Jan-2020 3.3
12-Feb-2018 <0.3 13-Feb-2019 9.34 5-Feb-2020 6.26
12-Mar-2018 0.413 13-Mar-2019. 1.76- 11-Mar-2020 1.3
12-Apr-2018 0.55 11-Apr-2019 0.509 25-Mar-2020 5.92
25-Jun-2018 0.394 8-May-2019 7.58 17-Apr-2020 20.3
12-Jul-2018 0.461 26-Jun-2019 6.34 6-May-2020 3.73
14-Aug-2018 1.97- 11-Jul-2019 6.16 10-Jun-2020 4.38
10-Sep-2018 8.32 7-Aug-2019 7.92 24-Jul-2020 3.39
18-Oct-2018 4.92 11-Sep-2019 7.5 5-Aug-2020 3
14-Nov-2018 5.02 10-Oct-2019 5- 9-Sep-2020 4.94
5-Dec-2018 0.733 13-Nov-2019 7.91 9-Oct-2020 1.7
11-Dec-2019 6.16 18-Nov-2020 2.8
9-Dec-2020 2.3
MAX 8.32 MAX 9.34 MAX 20.3
AVG 2.11 AVG 5.73 AVG 4.87
COUNT 11 COUNT 12 COUNT 13
3 YR MAX 20.30
3 YR AVG 4.31
COUNT 36
Randleman Effluent Nitrate and Nitrite Data 2018 to 2020 55

f
RANDLEMAN EFFLUENT TKN DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
18-Jan-2018 3.12 19-Jan-2019 1.09 9-Jan-2020 1.59
12-Feb-2018 9.68 13-Feb-2019 1.21 5-Feb-2020 1.27
12-Mar-2018 11.2 13-Mar-2019 1.83_ 11-Mar-2020 <1
12-Apr-2018 11.9 11-Apr-2019 1.38 25-Mar-2020 1.3
25-Jun-2018 7.42 8-May-2019 2.36 17-Apr-2020 1.3
12-Jul-2018 10.7 26-Jun-2019. 1.18 6-May-2020 1.06
14-Aug-2018 2.1 11-Jul-2019 <1 _ 10-Jun-2020 <1
10-Sep-2018 2.7 7-Aug-2019 <1 24-Jul-2020 1.11
18-Oct-2018 3.1 11-Sep-2019 1.46 5-Aug-2020 <1
14-Nov-2018 1.5 10-Oct-2019 1.57 9-Sep-2020 <1
5-Dec-2018 1.78 13-Nov-2019 1.01 9-Oct-2020 8.64
11-Dec-2019 1.25 18-Nov-2020 1.1
9-Dec-2020 1.2
MAX 11.9 MAX 2.36 MAX 8.64
AVG 5.93 AVG 1.20 AVG 1.43
COUNT 11 COUNT 12 COUNT 13
3 YR MAX 11.90
3 YR AVG 2.73
COUNT 36
Randleman Effluent TKN Data 2018 to 2020 56

RANDLEMAN EFFLUENT TDS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
12-Jul-2018 <5 10-Oct-20191 9.79 9-Jan-20201 <5
MAX 0 -MAX 9.79 MAX 0
AVG 0 AVG 10 AVG 0
COUNT 1 COUNT 1 COUNT 1
3YRMAX 10
3 YR AVG 3
COUNT 3
Randleman Effluent Oil and Grease Data 2018 to 2020 57

RANDLEMAN EFFLUENT PHOSPHORUS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
18-Jan-2018 0.403 17-Jan-2019 2.1 9-Jan-2020 2
12-Feb-2018 3.27 13-Feb-2019 1.48 5-Feb-2020 0.33
12-Mar-2018 1.89 13-Mar-2019 1.67 11-Mar-2020 0.079
12-Apr-2018 1.83 11-Apr-2019 1.38 25-Mar-2020 6.23
25-Jun-2018 1.68 8-May-2019 6.91 17-Apr-2020 5.24
12-Jul-2018 5.96 26-Jun-2019 4.18 6-May-2020 2.85
14-Aug-2018 1.99 11-Jul-2019 5.74 10-Jun-2020 2.54
10-Sep-2018 0.527 7-Aug-2019 5.37 24-Jul-2020 2.94
18-Oct-2018 2.28 11-Sep-2019 6.13 5-Aug-2020 2.57
14-Nov-2018 1.05 10-Oct-2019 6.09 9-Sep-2020 1.65
5-Dec-2018 3.02 13-Nov-2019 3.09 9-Oct-2020 2.17
11-Dec-2019 3.87 18-Nov-2020 2.3
9-Dec-2020 2.2
MAX 5.96 MAX 6.91 MAX 6.23
AVG 2.17 AVG 4.00 AVG 2.55
COUNT 11 COUNT 12 COUNT 13
3 YR MAX 6.91
3 YR AVG 2.92
COUNT 36
Randleman Effluent Phosphorous Data 2018 to 2020 58

RANDLEMAN EFFLUENT TDS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
18-Jan-2018 302 17-Jan-2019 212 9-Jan-2020 226
12-Apr-2018 308 11-Apr-2019 198 17-Apr-2020 245
12-Jul-2018 332 11-Jul-2019 301 24-Jul-2020 283
18-Oct-2018 323 10-Oct-2019 304 9-Oct-2020 266
MAX 332 MAX 304 MAX 283
AVG 316 AVG 254 AVG 255
COUNT 4 COUNT 4 COUNT 4
3 YR MAX 332
3 YR AVG 275
COUNT 12
Randleman Effluent TDS Data 2018 to 2020 59

RANDLEMAN EFFLUENT HARDNESS DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
18-Jan-2018 73.5 17-Jan-2019 113 9-Jan-2020 53.6
12-Feb-2018 63.4 13-Feb-2019 63.2 5-Feb-2020 55.1
12-Mar-2018 59.6 13-Mar-2019 54.6 11-Mar-2020 47.8
II 12-Apr-2018 59.8 11-Apr-2019 54 17-Apr-2020 79.6
25-Jun-2018 73.5 8-May-2019 61 6-May-2020 65.5
1 12-Jul-2018 85.3 26-Jun-2019 59.2 10-Jun-2020 63.4
14-Aug-2018 59.7 11-Jul-2019 60.1 24-Jul-2020 64.1
10-Sep-2018 63 7-Aug-2019 61.1 5-Aug-2020 64.1
18-Oct-2018 58.2 11-Sep-2019 61.4 9-Sep-2020 72.4
14-Nov-2018 43.3 10-Oct-2019 54.3 9-Oct-2020 66.6
5-Dec-2018 50.5 13-Nov-2019 62.4 18-Nov-2020 63.2
11-Dec-2019 57.4 9-Dec-2020 65.1
MAX 85.3 MAX 113 MAX 79.6
AVG 62.7 AVG 63.5 AVG 63.4
COUNT 11 COUNT 12 COUNT 12
3 YR MAX 113
3 YR AVG 63.2
COUNT 35
Randleman Effluent Hardness Data 2018 to 2020 60

RANDLEMAN EFFLUENT LEAD DATA
2018 2019 2020
Date ug/L Date ug/L Date ug/L
1-Jan-2018 1-Jan-2019 1-Jan-2020
2-Jan-2018 2-Jan-2019, 5 2-Jan-2020 <5
_ 3-Jan-2018 3-Jan-2019 3-Jan-2020
4-Jan-2018 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 6-Jan-2020
7-Jan-2018 7-Jan-2019 7-Jan-2020 <5
8-Jan-2018 <5 8-Jan-2019 8-Jan-2020
9-Jan-2018 9-Jan-2019 5 9-Jan-2020 5
10-Jan-2018 <5 10-Jan-2019 10-Jan-2020
11-Jan-2018 6 11-Jan-2019 11-Jan-2020 _
12-Jan-2018 12-Jan-2019 12-Jan-2020
13-Jan-2018 13-Jan-2019 13-Jan-2020 6
14-Jan-2018 14-Jan-2019 14-Jan-2020
•
15-Jan-2018 15-Jan-2019 15-Jan-2020 5
16-Jan-2018 22 16-Jan-2019 16-Jan-2020 12
17-Jan-2018 17-Jan-2019 24 17-Jan-2020 _
18-Jan-2018 25 18-Jan-2019 18-Jan-2020
19-Jan-2018 19-Jan-2019 19-Jan-2020
20-Jan-2018 20-Jan-2019 20-Jan-2020 _ _
21-Jan-2018 21-Jan-2019 21-Jan-2020 17
22-Jan-2018 8 22-Jan-2019 22-Jan-2020 12
23-Jan-2018 23-Jan-2019 8 23-Jan-2020 18
24-Jan-2018 <5 24-Jan-2019 24-Jan-2020
25-Jan-2018 <5 25-Jan-2019 25-Jan-2020
26-Jan-2018 26-Jan-2019 26-Jan-2020 _
27-Jan-2018 27-Jan-2019 27-Jan-2020 5
•
• 28-Jan-2018 28-Jan-2019 28-Jan-2020
29-Jan-2018 29-Jan-2019 29-Jan-2020 14
• 30-Jan-2018 30-Jan-2019 <5 30-Jan-2020 17
31-Jan-2018 31-Jan-2019 31-Jan-2020
1-Feb-2018 1-Feb-2019 1-Feb-2020
• 2-Feb-2018 2-Feb-2019 2-Feb-2020
3-Feb-2018 3-Feb-2019 3-Feb-2020 23
4-Feb-2018 4-Feb-2019 4-Feb-2020
5-Feb-2018 11 5-Feb-2019 5-Feb-2020 24
6-Feb-2018 6-Feb-2019 <5 6-Feb-2020 17
• 7-Feb-2018 14 7-Feb-2019 7-Feb-2020
• 8-Feb-2018 8-Feb-2019 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020 <5
11-Feb-2018 11-Feb-2019 11-Feb-2020
12-Feb-2018 <5 12-Feb-2019 12-Feb-2020 10
13-Feb-2018 13-Feb-2019 <5 13-Feb-2020 10
14-Feb-2018 <5 14-Feb-2019 14-Feb-2020
15-Feb-2018 7 15-Feb-2019 15-Feb-2020
16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020 8
18-Feb-2018 18-Feb-2019 18-Feb-2020 '
19-Feb-2018 <5 19-Feb-2019 19-Feb-2020 8
20-Feb-2018 20-Feb-2019 <5 20-Feb-2020 . 17
21-Feb-2018 <5 21-Feb-2019 21-Feb-2020
22-Feb-2018 <5 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
24-Feb-2018 24-Feb-2019 24-Feb-2020 7
25-Feb-2018 25-Feb-2019 25-Feb-2020
26-Feb-2018 <5 26-Feb-2019 <5 26-Feb-2020 11
27-Feb-2018 <5 27-Feb-2019 27-Feb-2020 15
28-Feb-2018 12 28-Feb-2019 28-Feb-2020
1-Mar-2018 1-Mar-2019 29-Feb-2020 •
2-Mar-2018 2-Mar-2019 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020 9
4-Mar-2018 4-Mar-2019 3-Mar-2020
5-Mar-2018 5-Mar-2019 4-Mar-2020 8
6-Mar-2018 6-Mar-2019 5-Mar-2020 7
7-Mar-2018 7-Mar-2019 7 6-Mar-2020
8-Mar-2018 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020 ' -7
11-Mar-2018 11-Mar-2019 10-Mar-2020
12-Mar-2018 15 12-Mar-2019 11-Mar-2020 13
13-Mar-2018 13-Mar-2019 11 12-Mar-2020 14
14-Mar-2018 14-Mar-2019 13-Mar-2020
15-Mar-2018 19 15-Mar-2019 14-Mar-2020
16-Mar-2018 19 16-Mar-2019 15-Mar-2020
Randleman Effluent Lead Data 2018 to 2020 61

RANDLEMAN EFFLUENT LEAD DATA
2018 2019 2020
Date ug/L Date ug/L Date ug/L
17-Mar-2018 17-Mar-2019 16-Mar-2020 27
18-Mar-2018 18-Mar-2019 17-Mar-2020
19-Mar-2018 24 19-Mar-2019 18-Mar-2020 25
20-Mar-2018 20-Mar-2019 44 19-Mar-2020 21
21-Mar-2018 21-Mar-2019 20-Mar-2020
22-Mar-2018 22-Mar-2019 21-Mar-2020
23-Mar-2018 23-Mar-2019 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020 17
25-Mar-2018 25-Mar-2019 12 24-Mar-2020
26-Mar-2018 10 26-Mar-2019 25-Mar-2020 46
27-Mar-2018 27-Mar-2019 26-Mar-2020 25
28-Mar-2018 17 28-Mar-2019 27-Mar-2020
29-Mar-2018 11 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
31-Mar-2018 31-Mar-2019 30-Mar-2020 15
1-Apr-2018 1-Apr-2019 31-Mar-2020
2-Apr-2018 2-Apr-2019 1-Apr-2020 11
3-Apr-2018 3-Apr-2019 16 2-Apr-2020 16
4-Apr-2018 4-Apr-2019 3-Apr-2020
5-Apr-2018 5-Apr-2019 4-Apr-2020
6-Apr-2018 6-Apr-2019 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020 12
8-Apr-2018 8-Apr-2019 7-Apr-2020
9-Apr-2018 9-Apr-2019 8-Apr-2020 8
10-Apr-2018 10-Apr-2019 9-Apr-2020 9
11-Apr-2018 11-Apr-2019 21 10-Apr-2020
12-Apr-2018 14 12-Apr-2019 11-Apr-2020
13-Apr-2018 13-Apr-2019 12-Apr-2020
14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 14-Apr-2020 5
16-Apr-2018 16-Apr-2019 15-Apr-2020
17-Apr-2018 17-Apr-2019 8 16-Apr-2020
18-Apr-2018 18-Apr-2019 17-Apr-2020 6
19-Apr-2018, 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
P P
21-Apr-2018 21-Apr-2019 20-Apr-2020 12
22-Apr-2018 22-Apr-2019 21-Apr-2020
23-Apr-2018 23-Apr-2019 22-Apr-2020 47
24-Apr-2018 24-Apr-2019 10 23-Apr-2020 27
25-Apr-2018 25-Apr-2019 24-Apr-2020
26-Apr-2018 26-Apr-2019 25-Apr-2020
27-Apr-2018 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020 16
29-Apr-2018 29-Apr-2019 28-Apr-2020
30-Apr-2018 30-Apr-2019 29-Apr-2020 18
1-May-2018 1-May-2019 30 30-Apr-2020 16
2-May-2018 2-May-2019 1-May-2020
3-May-2018, 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020 11
6-May-2018 6-May-2019 5-May-2020
7-May-2018 7-May-2019 6-May-2020 17
8-May-2018 8-May-2019 24 7-May-2020 14
9-May-2018 9-May-2019 8-May-2020
10-May-2018 10-May-2019 9-May-2020
11-May-2018 12 11-May-2019 10-May-2020
12-May-2018 12-May-2019 11-May-2020 14
-- 13-May-2018 13-May-2019 12-May-2020
14-May-2018 14-May-2019 13-May-2020 20
15-May-2018 15-May-2019 21 14-May-2020 18
16-May-2018 15 16-May-2019 15-May-2020
17-May-2018 17-May-2019 16-May-2020
18-May-2018 19 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020 17
20-May-2018 20-May-2019 19-May-2020
21-May-2018 19 21-May-2019 20-May-2020 10
22-May-2018 22-May-2019 30 21-May-2020 <5
23-May-2018 23-May-2019 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 25-May-2019 24-May-2020
26-May-2018 26-May-2019 25-May-2020
27-May-2018 27-May-2019 26-May-2020 <5
28-May-2018 28-May-2019 27-May-2020 <5
29-May-2018 29-May-2019 26 28-May-2020 6
30-May-2018 30-May-2019 29-May-2020
Randleman Effluent Lead Data 2018 to 2020 62

RANDLEMAN EFFLUENT LEAD DATA
2018 2019 2020
Date ug/L Date ug/L Date u%/L
31-May-2018 31-May-2019 30-May-2020
1-Jun-2018 20 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020 7 I
3-Jun-2018 3-Jun-2019 2-Jun-2020
4-Jun-2018 4-Jun-2019 3-Jun-2020 10
5-Jun-2018 5-Jun-2019 20 4-Jun-2020 28
6-Jun-2018 6-Jun-2019 5-Jun-2020
7-Jun-2018 13 7-Jun-2019 6-Jun-2020
8-Jun-2018 8-Jun-2019 7-Jun-2020
9-Jun-2018 9-Jun-2019 8-Jun-2020 10
10-Jun-2018 10-Jun-2019 9-Jun-2020
11-Jun-2018 11 11-Jun-2019 10-Jun-2020 5
12-Jun-2018 6 12-Jun-2019 26 11-Jun-2020 7
13-Jun-2018 13-Jun-2019 22 12-Jun-2020
14-Jun-2018 14-Jun-2019 13-Jun-2020
15Jun-2018 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020 18
17-Jun-2018 17-Jun-2019 16-Jun-2020
18-Jun-2018 18-Jun-2019 17-Jun-2020 12
19-Jun-2018 19-Jun-2019 18-Jun-2020 8
20-Jun-2018 20-Jun-2019 19-Jun-2020
21-Jun-2018 21-Jun-2019 20-Jun-2020
22-Jun-2018 22-Jun-2019 21-Jun-2020 1
23-Jun-2018 23-Jun-2019 22-Jun-2020 10
24-Jun-2018 24-Jun-2019 29 23-Jun-2020
25-Jun-2018 22 25-Jun-2019 24-Jun-2020 6
26-Jun-2018 26-Jun-2019 24 25-Jun-2020 7
27Jun-2018 27-Jun-2019 22 26-Jun-2020
28-Jun-2018 28-Jun-2019 27-Jun-2020
29-Jun-2018 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020 6
1-Jul-2018 1-Jul-2019 16 30-Jun-2020
2-Jul-2018 2-Jul-2019 13 1-Jul-2020 <5
3-Jul-2018 3-Jul-2019 9 2-Jul-2020 6
4-Jul-2018 4-Jul-2019 3-Jul-2020
5-Jul-2018 5-Jul-2019 4-Jul-2020
6-Jul-2018 6-Jul-2019 5-Jul-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020 <5
8-Jul-2018 8-Jul-2019 7-Jul-2020
9-Jul-2018 9-Jul-2019 5 8-Jul-2020 <5
10-Jul-2018 10-Jul-2019 9-Jul-2020 16
11-J u I-2 018 11-J u F2019 13 10-Jul-2020
12-Jul-2018 11 12-Jul-2019 11-Jul2020
13-Jul-2018 13-Jul-2019 12-Jul-2020
14Jul2018 14-Jul-2019 13-Jul-2020 <5
IS-Jul-2018 15J u F2019 14 14-Jul-2020
16-J u I-2018 16-Jul-2019 15-J u I-2020 7
17-Ju1-2018 17-Jul-2019 10 16-Jul-2020 8
18-Jul-2018 'IS-Jul-2019 17 17-Jul-2020
19J u l-2018 19J u I-2019 18-Jul-2020
20-Jul-2018 20-Jul-2019 19-Jul-2020
21Jul-2018 21-Jul-2019 20-Jul-2020
22-Ju1-2018 22-Jul-2019 22 21-Jul-2020 9
23JuI-2018 23-Jul-2019 22-Jul-2020
24Ju1-2018 24-Jul-2019 38 23-Jul-2020
25Jul2018 25-Jul2019 35 24-Jul-2020 <5
26-Jul-2018 26-Jul-2019 25-Jul-2020
27-Ju1-2018 27Jul-2019 26-Jul-2020
28-Ju1-2018 28-Jul-2019 27-Jul-2020 <5
29-Jul-2018 29-Jul-2019 52 28-Jul-2020
30-Jul-2018 30Jul-2019 29-Jul-2020 <5
31-Jul-2018 31-Jul-2019 33 30-Jul-2020 <5
1-Aug-2018 1-Aug-2019 35 31-Jul-2020
2-Aug-2018 2-Aug-2019 1-Aug-2020
3-Aug-2018 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 3-Aug-2020_ 7
5-Aug-2018 5-Aug-2019 22 4-Aug-2020
6-Aug-2018 6-Aug-2019 5-Aug-2020 5
7-Aug-2018 7-Aug-2019 12 6-Aug-2020 <5
8-Au9-2018 8-Aug-2019 8 7-Aug-2020
9-Aug-2018 9-Aug-2019 8-Aug-2020
10-Aug-2018 10-Aug-2019 9-Aug-2020 _
11-Aug-2018 11-Aug-2019 10-Aug-2020 6
12-Aug-2018 12-Aug-2019 14 11-Aug-2020
13-Aug-2018 13-Aug-2019 12-Aug-2020 6
Randleman Effluent Lead Data 2018 to 2020 63

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RANDLEMAN EFFLUENT LEAD DATA
2018 2019 2020
Date ug/L Date ug/L Date ug/L
28-Oct-2018 28-Oct-2019 20 27-Oct-2020
29-Oct-2018 29-Oct-2019 28-Oct-2020 <5
30-Oct-2018 30-Oct-2019 35 29-Oct-2020 <5
31-Oct-2018 40 31-Oct-2019 31 30-Oct-2020
1-Nov-2018 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020
3-Nov-2018 3-Nov-2019 2-Nov-2020 <5
4-Nov-2018 4-Nov-2019 9 3-Nov-2020
5-Nov-2018 5-Nov-2019 4-Nov-2020 <5
6-Nov-2018 6-Nov-2019 20 5-Nov-2020 6
7-Nov-2018 <5 7-Nov-2019 16 6-Nov-2020
8-Nov-2018 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 8-Nov-2020
10-Nov-2018 10-Nov-2019 9-Nov-2020 <5
11-Nov-2018 11-Nov-2019 10-Nov-2020 <5
' 12-Nov-2018 12-Nov-2019 22 11-Nov-2020
13-Nov-2018 13-Nov-2019 28 12-Nov-2020 8
14-Nov-2018 18 14-Nov-2019 26 13-Nov-2020
15-Nov-2018 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020 8
18-Nov-2018 18-Nov-2019 35 17-Nov-2020 I
19-Nov-2018 19-Nov-2019 18-Nov-2020 7
20-Nov-2018 28 20-Nov-2019 41 19-Nov-2020 <5
21-Nov-2018 21-Nov-2019 32 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020
24-Nov-2018 24-Nov-2019 23-Nov-2020 5
25-Nov-2018 25-Nov-2019 7 24-Nov-2020 6
26-Nov-2018 26-Nov-2019 5 25-Nov-2020 <5
27-Nov-2018 27-Nov-2019 8 26-Nov-2020
28-Nov-2018 25 28-Nov-2019 27-Nov-2020
29-Nov-2018 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 30-Nov-2020 6
2-Dec-2018 2-Dec-2019 <5 1-Dec-2020
3-Dec-2018 3-Dec-2019 2-Dec-2020 11
4-Dec-2018 4-Dec-2019 14 3-Dec-2020 7
5-Dec-2018 6 5-Dec-2019 15 4-Dec-2020
6-Dec-2018 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020
8-Dec-2018 8-Dec-2019 7-Dec-2020 <5.0
9-Dec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 30 9-Dec-2020 <5.0
11-Dec-2018 11-Dec-2019 43 10-Dec-2020 <5.0
12-Dec-2018 12-Dec-2019 38 11-Dec-2020
13-Dec-2018 <5 13-Dec-2019 12-Dec-2020
14-Dec-2018 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020 5
16-Dec-2018 16-Dec-2019 8 15-Dec-2020
17-Dec-2018 17-Dec-2019 16-Dec-2020 <5.0
18-Dec-2018 18-Dec-2019 17 17-Dec-2020 <5.0
19-Dec-2018 6 19-Dec-2019 22 18-Dec-2020
20-Dec-2018 20-Dec-2019 19-Dec-2020 _
21-Dec-2018 21-Dec-2019 20-Dec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020 <5.0
23-Dec-2018 23-Dec-2019 21 22-Dec-2020 <5.0
24-Dec-2018 24-Dec-2019 23-Dec-2020 <5.0
25-Dec-2018 25-Dec-2019 24-Dec-2020
26-Dec-2018 26-Dec-2019 8 25-Dec-2020
27-Dec-2018 <5 27-Dec-2019 8 26-Dec-2020
28-Dec-2018 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 16 29-Dec-2020 <5.0
31-Dec-2018 31-Dec-2019 5 30-Dec-2020 <5.0
31-Dec-2020 <5.0
COUNT 57 COUNT 106 COUNT 152
AVERAGE 14 AVERAGE 17 AVERAGE 8
MAX 132 MAX 52 MAX 47
3YRMAX 132
3 YR AVG 12
COUNT 315
Randleman Effluent Lead Data 2018 to 2020 65

RANDLEMAN EFFLUENT CONDUCTIVITY DATA
2018 2019 2020
Date umhos/cm Date umhos/cm Date umhos/cm
1-Jan-2018 1-Jan-2019 1-Jan-2020
2-Jan-2018 639 2-Jan-2019 311 2-Jan-2020 426
3-Jan-2018 589 3-Jan-2019 361 3-Jan-2020
4-Jan-2018 557 4-Jan-2019 4-Jan-2020
5-Jan-2018 5-Jan-2019 5-Jan-2020
6-Jan-2018 6-Jan-2019 6-Jan-2020
7-Jan-2018 7-Jan-2019 346 7-Jan-2020 322
8-Jan-2018 596 8-Jan-2019 8-Jan-2020 324
9-Jan-2018 9-Jan-2019 314 9-Jan-2020 348
10Jan-2018 533 10-Jan-2019 336 10-Jan-2020
11-Jan-2018 494 11-Jan-2019 11-Jan-2020
' 12-Jan-2018 12-Jan-2019 12-Jan-2020
13-Jan-2018 13-Jan-2019 13-Jan-2020 331
14-Jan-2018 14-Jan-2019 14-Jan-2020
15-Jan-2018 15-Jan-2019 293 15-Jan-2020 253
16-Jan-2018 530 16-Jan-2019 314 16-Jan-2020 290
17-Jan-2018 521 17-Jan-2019 312 17-Jan-2020
18-Jan-2018 527 18-Jan-2019 18-Jan-2020
19-Jan-2018 19-Jan-2019 19-Jan-2020
20-Jan-2018 20Jan-2019 20-Jan-2020
21-Jan-2018 21-Jan-2019 21-Jan-2020 368
22-Jan-2018 519 22-Jan-2019 339 22-Jan-2020 357
23-Jan-2018 23-Jan-2019 346 23-Jan-2020 _ _ 351
24-Jan-2018 477 24-Jan-2019 361 24-Jan-2020
25-Jan-2018 478 25-Jan-2019 25-Jan-2020
_26-Jan-2018 26-Jan-2019 26-Jan-2020
27-Jan-2018 27-Jan-2019 27-Jan-2020 289
28-Jan-2018 28-Jan-2019 371 28-Jan-2020
29-Jan-2018 29-Jan-2019 29-Jan-2020 330
30-Jan-2018 30-Jan-2019 363 30-Jan-2020 341
_31-Jan-2018 469 31-Jan-2019 365 31-Jan-2020
1-Feb-2018 506 1-Feb-2019 1-Feb-2020
2-Feb-2018 517 2-Feb-2019 2-Feb-2020
_ 3-Feb-2018 3-Feb-2019 3-Feb-2020 364
4-Feb-2018 4-Feb-2019 4-Feb-2020
5-Feb-2018 462 5-Feb-2019 5-Feb-2020 353
6-Feb-2018 460 6-Feb-2019 415 6-Feb-2020 346
7-Feb-2018 487 7-Feb-2019 406 7-Feb-2020
8-Feb-2018 8-Feb-2019 _ 8-Feb-2020
9-Feb-2018 9-Feb-2019 9-Feb-2020
10-Feb-2018 10-Feb-2019 10-Feb-2020 352
11-Feb-2018 11-Feb-2019 447 11-Feb-2020
12-Feb-2018 470 12-Feb-2019 12-Feb-2020 329
13-Feb-2018 13-Feb-2019 383 13-Feb-2020 314
14-Feb-2018 509 14-Feb-2019 357 14-Feb-2020
15-Feb-2018 531 15-Feb-2019 15-Feb-2020
- 16-Feb-2018 16-Feb-2019 16-Feb-2020
17-Feb-2018 17-Feb-2019 17-Feb-2020 325
18-Feb-2018 18-Feb-2019 346 18-Feb-2020
19-Feb-2018 522 19-Feb-2019 19-Feb-2020 324
20-Feb-2018 20-Feb-2019 301 20-Feb-2020 312
21-Feb-2018 531 21-Feb-2019 284 21-Feb-2020
22-Feb-2018 541 22-Feb-2019 22-Feb-2020
23-Feb-2018 23-Feb-2019 23-Feb-2020
24-Feb-2018 24-Feb-2019 24-Feb-2020 378
25-Feb-2018 25-Feb-2019 252 25-Feb-2020
26-Feb-2018 482 26-Feb-2019 279 26-Feb-2020 347
27-Feb-2018 503 27-Feb-2019 322 27-Feb-2020 340
28-Feb-2018 534 28-Feb-2019 29-Feb-2020
1-Mar-2018 1-Mar-2019 29-Feb-2020
2-Mar-2018 2-Mar-2019 - - _ 1-Mar-2020
3-Mar-2018 3-Mar-2019 2-Mar-2020 371
4-Mar-2018 4-Mar-2019 518 3-Mar-2020
5-Mar-2018 550 5-Mar-2019 4-Mar-2020 331
6-Mar-2018 6-Mar-2019 318 5-Mar-2020 319
7-Mar-2018 503 7-Mar-2019 318 6-Mar-2020
8-Mar-2018 494 8-Mar-2019 7-Mar-2020
9-Mar-2018 9-Mar-2019 8-Mar-2020
10-Mar-2018 10-Mar-2019 9-Mar-2020 368
11-Mar-2018 11-Mar-2019 350_ 10-Mar-2020
12-Mar-2018 517 12-Mar-2019 11-Mar-2020 335
13-Mar-2018 13-Mar-2019 326 12-Mar-2020 340
14-Mar-2018 14-Mar-2019 319\ 13-Mar-2020
15-Mar-2018 449 15-Mar-2019 14-Mar-2020
16-Mar-2018 438 16-Mar-2019 - 15-Mar-2020
Randleman Effluent Conductivity Data 2018 to 2020 66

r_
RANDLEMAN EFFLUENT CONDUCTIVITY DATA
2018 2019 2020
Date umhoslcm Date umhos/cm Date umhos/cm
17-Mar-2018 17-Mar-2019 16-Mar-2020 370
18-Mar-2018 18-Mar-2019 383 17-Mar-2020
19-Mar-2018 501 19-Mar-2019 18-Mar-2020 141
20-Mar-2018 470 20-Mar-2019 362 19-Mar-2020 1740
21-Mar-2018 21-Mar-2019 286 20-Mar-2020
22-Mar-2018 22-Mar-2019 21-Mar-2020
23-Mar-2018 472 23-Mar-2019 22-Mar-2020
24-Mar-2018 24-Mar-2019 23-Mar-2020 414
25-Mar-2018 25-Mar-2019 349 24-Mar-2020
26-Mar-2018 420 26-Mar-2019 25-Mar-2020 333
27-Mar-2018 27-Mar-2019 295 26-Mar-2020 270
28-Mar-2018 422 28-Mar-2019 311 27-Mar-2020
29-Mar-2018 443 29-Mar-2019 28-Mar-2020
30-Mar-2018 30-Mar-2019 29-Mar-2020
31-Mar-2018 31-Mar-2019 30-Mar-2020 351
1-Apr-2018 1-Apr-2019 440 31-Mar-2020
2-Apr-2018 606 2-Apr-2019 1-Apr-2020 324
3-Apr-2018 3-Apr-2019 395 2-Apr-2020 330
4-Apr-2018 4-Apr-2019 385 3-Apr-2020
5-Apr-2018 631 5-Apr-2019 4-Apr-2020
6-Apr-2018 603 6-Apr-2019 5-Apr-2020
7-Apr-2018 7-Apr-2019 6-Apr-2020 388
8-Apr-2018 8-Apr-2019 7-Apr-2020
9-Apr-2018 9-Apr-2019 575 8-Apr-2020 416
10-Apr-2018 512 10-Apr-2019 271 9-Apr-2020 447
11-Apr-2018 518 11-Apr-2019 314 10-Apr-2020
12-Apr-2018 514 12-Apr-2019 11-Apr-2020
13-Apr-2018 13-Apr-2019 12-Apr-2020
14-Apr-2018 14-Apr-2019 13-Apr-2020
15-Apr-2018 15-Apr-2019 260 14-Apr-2020 396
16-Apr-2018 548 16-Apr-2019 15-Apr-2020
17-Apr-2018 17-Apr-2019 328 16-Apr-2020 421
18-Apr-2018 481 18-Apr-2019 343 17-Apr-2020 448
19-Apr-2018 522 19-Apr-2019 18-Apr-2020
20-Apr-2018 20-Apr-2019 19-Apr-2020
21-Apr-2018 21-Apr-2019 20-Apr-2020 454
22-Apr-2018 22-Apr-2019 438 21-Apr-2020
23-Apr-2018 555 23-Apr-2019 22-Apr-2020 363
24-Apr-2018 24-Apr-2019 413 23-Apr-2020 361
25-Apr-2018 25-Apr-2019 403 24-Apr-2020
26-Apr-2018 374 26-Apr-2019 25-Apr-2020
27-Apr-2018 302 27-Apr-2019 26-Apr-2020
28-Apr-2018 28-Apr-2019 27-Apr-2020 427
29-Apr-2018 29-Apr-2019 466 28-Apr-2020
_30-Apr-2018 412 30-Apr-2019 29-Apr-2020 _ 403
1-May-2018 1-May-2019 428 30-Apr-2020 391
2-May-2018 468 2-May-2019 428 1-May-2020
3-May-2018 520 3-May-2019 2-May-2020
4-May-2018 4-May-2019 3-May-2020
5-May-2018 5-May-2019 4-May-2020 342
6-May-2018 6-May-2019 518 5-May-2020
7-May-2018 541 7-May-2019 6-May-2020 338
8-May-2018 8-May-2019 389 7-May-2020 356
9-May-2018 9-May-2019 394 8-May-2020
10-May-2018 503 10-May-2019 9-May-2020
11-May-2018 517 11-May-2019 10-May-2020
12-May-2018 12-May-2019 11-May-2020 453
13-May-2018 13-May-2019 511 12-May-2020
14-May-2018 14-May-2019 13-May-2020 419
15-May-2018 562 15-May-2019 485 14-May-2020 391
16-May-2018 554 16-May-2019 489 15-May-2020
17-May-2018 548 17-May-2019 16-May-2020
18-May-2018 536 18-May-2019 17-May-2020
19-May-2018 19-May-2019 18-May-2020 476
20-May-2018 20-May-2019 418 19-May-2020
21-May-2018 443 21-May-2019 20-May-2020 325
22-May-2018 456 22-May-2019 412 21-May-2020 218
23-May-2018 463 23-May-2019 410 22-May-2020
24-May-2018 24-May-2019 23-May-2020
25-May-2018 438 25-May-2019 24-May-2020
26-May-2018 26-May-2019 25-May-2020
27-May-2018 27-May-2019 26-_May-2020 304
28-May-2018 28-May-2019 480 27-May-2020 329
29-May-2018 535 29-May-2019 438 28-May-2020 280
30-May-2018 483 30-May-2019 431 29-M y-2020
Randleman Effluent Conductivity Data 2018 to 2020 67

RANDLEMAN EFFLUENT CONDUCTIVITY DATA
2018 2019 2020
Date umhoslcm Date umhos/cm Date umhos/cm
31-May-2018 476 31-May-2019 30-May-2020
1-Jun-2018 488 1-Jun-2019 31-May-2020
2-Jun-2018 2-Jun-2019 1-Jun-2020 332
3-Jun-2018 3-Jun-2019 437 2-Jun-2020
' 4-Jun-2018 503 4-Jun-2019 3-Jun-2020 339
5-Jun-2018 508 5-Jun-2019 419 4-Jun-2020 342
6-Jun-2018 505 6-Jun-2019 416 5-Jun-2020
7-Jun-2018 511 7-Jun-2019 6-Jun-2020
8-Jun-2018 524 8-Jun-2019 7-Jun-2020
9-Jun-2018 9-Jun-2019 8-Jun-2020 401
10Jun-2018 10-Jun-2019 323 9-Jun-2020
11-Jun-2018 522 11-Jun-2019 10-Jun-2020 375
12-Jun-2018 483 12-Jun-2019 400 11-Jun-2020 176
13-Jun-2018 490 13-Jun-2019 381 12-Jun-2020
14-Jun-2018 505 14-Jun-2019 13-Jun-2020
15-Jun-2018 510 15-Jun-2019 14-Jun-2020
16-Jun-2018 16-Jun-2019 15-Jun-2020 414
17-Jun-2018 17-Jun-2019 446 16-Jun-2020
18-Jun-2018 591 18-Jun-2019 17-Jun-2020 304
19-Jun-2018 603 19-Jun-2019 393 18-Jun-2020 320
20-Jun-2018 555 20-Jun-2019 369 19-Jun-2020
21-Jun-2018 572 21-Jun-2019 20-Jun-2020
22-Jun-2018 498 22-Jun-2019 21-Jun-2020
23-Jun-2018 23-Jun-2019 22-Jun-2020 357
24-Jun-2018 24-Jun-2019 408 23-Jun-2020
25-Jun-2018 490 25-Jun-2019 390 24-Jun-2020 327
26-Jun-2018 26-Jun-2019 399 25-Jun-2020 355
27-Jun-2018 525 27-Jun-2019 26-Jun-2020
28-Jun-2018 490 28-Jun-2019 27-Jun-2020
29-Jun-2018 486 29-Jun-2019 28-Jun-2020
30-Jun-2018 30-Jun-2019 29-Jun-2020 406
1-Jul-2018 1-Jul-2019 403 30-Jun-2020
2-Jul-2018 521 2-Jul-2019 408 1-Jul-2020 427
3-Jul-2018 564 3-Jul-2019 433 2-Jul-2020 408
4-Jul-2018 4-Jul-2019 3-Jul-2020
5-Jul-2018 534 5-Jul-2019 4-Jul-2020
6-Jul2018 591 6-Jul2019 5-Jul-2020
7-Jul-2018 7-Jul-2019 6-Jul-2020 458
_ 8-Jul-2018 8-Jul-2019 7-Jul-2020_ _-
9Jul-2018 551 9-Jul-2019 440 8-Jul-2020 414
10Jul-2018 547 10-Jul2019 407 9-Jul-2020 372
11-Jul2018 544 11-Jul-2019 406 10-Jul-2020
12-Jul-2018 539 12-Jul-2019 11 J u l-2020
13-Jul-2018 609 13Jul-2019 12Jul-2020
14Jul-2018 14-Jul-2019 13Jul-2020 383
15Jul-2018 15Jul2019 398 14Jul-2020
16-Jul-2018 584 16-Jul-2019 15-Jul-2020 353
17-Jul-2018 557 17Jul-2019 365 16Jul-2020 360
IS-Jul-2018 542 18Jul-2019 366 17-Jul-2020
19-Jul-2018 19 J u I-2019 18J u l-2020
20Jul2018 605 20-Jul-2019 19Jul-2020
21-Jul2018 21Jul-2019 20-Jul-2020
22-Jul-2018 22Jul•2019 405 21Jul-2020 _ _415
23-Jul-2018 615 23-Jul-2019 22Jul-2020
24Jul-2018 587 24Ju1-2019 2070 23Jul-2020 406
25Jul-2018 590 25-Jul-2019 334 24Jul-2020 392
26-Jul-2018 575 26-Jul-2019 25-Jul-2020
27-Jul-2018 560 27-Jul-2019+ 26Jul-2020
28-Jul-2018 28-Jul-2019 27Jul-2020 439
29Juk2018 29Jul-2019 427 28-Jul-2020
30-Jul2018 541 30Jul2019 29Jul-2020 408
31-Jul-2018 583 31-Jul-2019 378 30-Jul-2020 365
1-Auq-2018 556 1-Aug-2019 376 31-Jul-2020
2-Aug-2018 492 2-Aug-2019 1-Aug-2020
3-Aug-2018 525 3-Aug-2019 2-Aug-2020
4-Aug-2018 4-Aug-2019 3-Aug-2020 425
5-Aug-2018 5-Aug-2019 386 4-Aug-2020
6-Auq-2018 481 6-Aug-2019 5-Aug-2020 363
7-Aug-2018 506 7-Aug-2019 380 6-Aug-2020 364
8-Aug-2018 8-Aug-2019 374 7-Aug-2020
9-Aug-2018 496 9-Aug-2019 8-Aug-2020
10-Aug-2018 520 10-Aug-2019 9-Aug-2020
11-Aug-2018 11-Aug-2019 10-Aug-2020 443
12-Aug-2018 12-Aug-2019 415 11-Aug-2020
13-Aug-2018 430 13-Aug-2019 12-Aug-2020 388
Randleman Effluent Conductivity Data 2018 to 2020 68
1

RANDLEMAN EFFLUENT CONDUCTIVITY DATA
2018 2019 2020
Date umhos/cm Date umhos/cm Date umhos/cm
14-Aug-2018 434 14-Aug-2019 394 13-Aug-2020 386
15-Aug-2018 451 15-Auq-2019 373 14-Aug-2020
16-Auq-2018 16-Aug-2019 15-Aug-2020
17-Aug-2018 17-Aug-2019 16-Aug-2020
18-Aug-2018 18-Aug-2019 17-Aug-2020 395
19-Aug-2018 19-Aug-2019 440 18-Aug-2020
20-Aug-2018 542 20-Aug-2019 19-Aug-2020 378
21-Aug-2018 465 21-Aug-2019 398 20-Aug-2020 394
22-Aug-2018 22-Aug-2019 394 21-Aug-2020
23-Aug-2018 473 23-Aug-2019 22-Aug-2020
24-Aug-2018 411 24-Aug-2019 23-Aug-2020
25-Aug-2018 25-Aug-2019 24-Aug-2020 381
26-Auq-2018 26-Aug-2019 421 25-Aug-2020
27-Aug-2018 451 27-Aug-2019 26-Aug-2020 404
28-Aug-2018 451 28-Aug-2019 447 27-Aug-2020 409
29-Aug-2018 486 29-Aug-2019 462 28-Aug-2020
30-Aug-2018 481 30-Aug-2019 29-Aug-2020
31-Aug-2018 442 31-Aug-2019 30-Aug-2020
1-Sep-2018 1-Sep-2019 31-Aug-2020 468
2-Sep-2018 2-Sep-2019 1-Sep-2020
3-Sep-2018 3-Sep-2019 472 2-Sep-2020 428
4-Sep-2018 480 4-Sep-2019 450 3-Sep-2020 425
5-Sep-2018 466 5-Sep-2019 437 4-Sep-2020
6-Sep-2018 457 6-Sep-2019 5-Sep-2020
7-Sep-2018 7-Sep-2019 6-Sep-2020
8-Sep-2018 8-Sep-2019 7-Sep-2020
9-Sep-2018 9-Sep-2019 538 8-Sep-2020 467
10-Sep-2018 550 10-Sep-2019 9-Sep-2020 464
11-Sep-2018 513 11-Sep-2019 498 10-Sep-2020 432
12-Sep-2018 499 12-Sep-2019 445 11-Sep-2020
13-Sep-2018 13-Sep-2019 12-Sep-2020
14-Sep-2018 14-Sep-2019 13-Sep-2020
15-Sep-2018 15-Sep-2019 14-Sep-2020 459
16-Sep-2018 16-Sep-2019 492 15-Sep-2020
17-Sep-2018 177 17-Sep-2019 16-Sep-2020 447
18-Sep-2018 18-Sep-2019 462 17-Sep-2020 452
19-Sep-2018 316 19-Sep-2019 440 18-Sep-2020
20-Sep-2018 370 20-Sep-2019 19-Sep-2020
21-Sep-2018 21-Sep-2019 20-Sep-2020
22-Sep-2018 22-Sep-2019 21-Sep-2020 395
23-Sep-2018 23-Sep-2019 438 22-Sep-2020
24-Sep-2018 463 24-Sep-2019 23-Sep-2020 399
25-Sep-2018 25-Sep-2019 398 24-Sep-2020 404
26-Sep-2018 587 26-Sep-2019 398 25-Sep-2020
27-Sep-2018 509 27-Sep-2019 26-Sep-2020
28-Sep-2018 28-Sep-2019 27-Sep-2020
29-Sep-2018 29-Sep-2019 28-Sep-2020 369
30-Sep-2018 30-Sep-2019 456 29-Sep-2020
1-Oct-2018 439 1-Oct-2019 30-Sep-2020 336
2-Oct-2018 2-Oct-2019 389 1-Oct-2020 343
3-Oct-2018 633 3-Oct-2019 445 2-Oct-2020
4-Oct-2018 532 4-Oct-2019 3-Oct-2020
5-Oct-2018 5-Oct-2019 4-Oct-2020
6-Oct-2018 6-Oct-2019 5-Oct-2020
7-Oct-2018 7-Oct-2019 6-Oct-2020 424
8-Oct-2018 494 8-Oct-2019 401 7-Oct-2020
9-Oct-2018 9-Oct-2019 390 8-Oct-2020 430
10-0c1-2018 675 10-Oct-2019 402 9-Oct-2020 425
11-Oct-2018 835 11-Oct-2019 10-Oct-2020
12-Oct-2018 12-Oct-2019 11-Oct-2020
13-Oct-2018 13-Oct-2019 12-Oct-2020 _ 307
14-Oct-2018 14-Oct-2019 446 13-Oct-2020
15-Oct-2018 15-Oct-2019 14-Oct-2020 352
16-Oct-2018 467 16-Oct-2019 422 15-Oct-2020 359
17-Oct-2018 551 17-Oct-2019 389 16-Oct-2020
18-Oct-2018 490 18-Oct-2019 17-Oct-2020
19-Oct-2018 19-Oct-2019 18-Oct-2020
20-Oct-2018 20-Oct-2019 19-Oct-2020 430
21-Oct-2018 21-Oct-2019 361 20-Oct-2020
22-Oct-2018 453 22-Oct-2019 21-Oct-2020 391
23-Oct-2018 23-Oct-2019 378 22-Oct-2020 382
24-Oct-2018 437 24-Oct-2019 387 23-Oct-2020
_ 25-Oct-2018 430 25-Oct-2019 24-Oct-2020
26-Oct-2018 26-Oct-2019 25-Oct-2020
27-Oct-2018 27-Oct-2019 26-Oct-2020 437
Randleman Effluent Conductivity Data 2018 to 2020 69

RANDLEMAN EFFLUENT CONDUCTIVITY DATA
2018 2019 2020
Date umhos/cm Date umhos/cm Date umhos/cm
28-Oct-2018 28-Oct-2019 455 27-Oct-2020
29-Oct-2018 382 29-Oct-2019 28-Oct-2020 384
30-Oct-2018 30-Oct-2019 396 29-Oct-2020 376
31-Oct-2018 389 31-Oct-2019 359 30-Oct-2020
1-Nov-2018 442 1-Nov-2019 31-Oct-2020
2-Nov-2018 2-Nov-2019 1-Nov-2020
3-Nov-2018 3-Nov-2019 2-Nov-2020 390
4-Nov-2018 4-Nov-2019 388 3-Nov-2020
5-Nov-2018 130 5-Nov-2019 4-Nov-2020 385
6-Nov-2018 6-Nov-2019 386 5-Nov-2020 381
7-Nov-2018 338 7-Nov-2019 389 6-Nov-2020
8-Nov-2018 343 8-Nov-2019 7-Nov-2020
9-Nov-2018 9-Nov-2019 8-Nov-2020
10-Nov-2018 10-Nov-2019 9-Nov-2020 438
11-Nov-2018 11-Nov-2019 10-Nov-2020 412
12-Nov-2018 12-Nov-2019 433 11-Nov-2020
13-Nov-2018 274 13-Nov-2019 389 12-Nov-2020 353
14-Nov-2018 267 14-Nov-2019 390 13-Nov-2020
15-Nov-2018 305 15-Nov-2019 14-Nov-2020
16-Nov-2018 16-Nov-2019 15-Nov-2020
17-Nov-2018 17-Nov-2019 16-Nov-2020 358
18-Nov-2018 18-Nov-2019 545 17-Nov-2020
19-Nov-2018 283 19-Nov-2019 18-Nov-2020 345
20-Nov-2018 292 20-Nov-2019 521 19-Nov-2020 340
21-Nov-2018- 303 21-Nov-2019 511 20-Nov-2020
22-Nov-2018 22-Nov-2019 21-Nov-2020
23-Nov-2018 23-Nov-2019 22-Nov-2020
24-Nov-2018 24-Nov-2019 23-Nov-2020 394
25-Nov-2018 25-Nov-2019 360 24-Nov-2020 376
26-Nov-2018 408 26-Nov-2019 371 25-Nov-2020 383
27-Nov-2018 27-Nov-2019 389 26-Nov-2020
28-Nov-2018 360 28-Nov-2019 27-Nov-2020
29-Nov-2018 397 29-Nov-2019 28-Nov-2020
30-Nov-2018 30-Nov-2019 29-Nov-2020
1-Dec-2018 1-Dec-2019 30-Nov-2020 332
2-Dec-2018 2-Dec-2019 328 1-Dec-2020
3-Dec-2018 338 3-Dec-2019 2-Dec-2020 313
4-Dec-2018 4-Dec-2019 405 3-Dec-2020 328
5-Dec-2018 332 5-Dec-2019 421 4-Dec-2020
6-Dec-2018 346 6-Dec-2019 5-Dec-2020
7-Dec-2018 7-Dec-2019 6-Dec-2020
8-Dec-2018 8-Dec-2019 7-Dec-2020 364
9-Dec-2018 9-Dec-2019 8-Dec-2020
10-Dec-2018 10-Dec-2019 473 9-Dec-2020 350
11-Dec-2018 11-Dec-2019 448 10-Dec-2020 349
12-Dec-2018 290 12-Dec-2019 399 11-Dec-2020
13-Dec-2018 296 13-Dec-2019 12-Dec-2020
14-Dec-2018 312 14-Dec-2019 13-Dec-2020
15-Dec-2018 15-Dec-2019 14-Dec-2020 370
16-Dec-2018 16-Dec-2019 310 15-Dec-2020
17-Dec-2018 258 17-Dec-2019 16-Dec-2020 317
18-Dec-2018 18-Dec-2019 336 17-Dec-2020 257
19-Dec-2018 327 19-Dec-2019 358 18-Dec-2020
20-Dec-2018 364 20-Dec-2019 19-Dec-2020
21-Dec-2018 21-Dec-2019 20-Dec-2020
22-Dec-2018 22-Dec-2019 21-Dec-2020 304
23-Dec-2018 23-Dec-2019 454 22-Dec-2020 315
24-Dec-2018 24-Dec-2019 23-Dec-2020 343
25-Dec-2018 25-Dec-2019 24-Dec-2020
_ 26-Dec-2018 414 26-Dec-2019 398 25-Dec-2020
27-Dec-2018 410 27-Dec-2019 434 26-Dec-2020
28-Dec-2018 476 28-Dec-2019 27-Dec-2020
29-Dec-2018 29-Dec-2019 28-Dec-2020
30-Dec-2018 30-Dec-2019 462 29-Dec-2020 _ 380
31-Dec-2018 296 31-Dec-2019 430 30-Dec-2020 390
31-Dec-2020 405
COUNT 179 COUNT 156 COUNT 157
AVERAGE 482 AVERAGE 407 AVERAGE 378
MAX 835 MAX 2070_MAX 1740
3 YR MAX 2070
3 YR AVG 425
COUNT 492
Randleman Effluent Conductivity Data 2018 to 2020 70

RANDLEMAN EFFLUENT MOLYBDENUM DATA
2018 2019 2020
Date mg/L Date mg/L Date mg/L
18-Jan-2018 <0.005 _ 17-Jan-2019 <0.005 9-Jan-2020 <0.005
12-Apr-2018 0.006 11-Apr-2019 <0.005 17-Apr-2020 <0.005
12-Jul-2018 0.012 11-Jul-2019 0.011 24-Jul-2020 0.01
18-Oct-2018 0.009 10-Oct-2019 0.008 9-Oct-2020 <0.005
MAX 0.012 MAX 0.011 MAX 0.01
AVG 0.007 AVG 0.005 AVG 0.003
COUNT 4 COUNT 4 COUNT 4
3YRMAX 0.012
3 YR AVG 0.005
COUNT 12
Randleman Effluent Molybdenum Data 2018 to 2020 71

RANDLEMAN EFFLUENT POLLUTANT SCAN AND METALS DATA
2018 2019 2020 2018-2020
MAXIMUM DAILY AVERAGE DAILY
1/1142010 4/12/2010 7/12201/1 10/1NSOIS 1/1712919 11/2019 701 R0I, 10110/2019 1912020 N1712020 7/24/2020 10/9/2020 moNARGE DISCHARGE
ANALYTICAL - Number of
POLLUTANT METHOD MLIMDL Cent,malt co..,mglL Cmm.,mgll Com.malt COM-npll Cone„man_ Conc.,my, Cone,m20 Cone,mgI. cone.,melt Cone.mp. Cenc.,mall 0.00. units Conc. UNb gorpye MUMDL
ANTIMONY EPA 200.7 0.005 0.065 0.094 0.057 0.094 mg/L 0.072 mg/L 3
ARSENIC EPA 200.7 0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 mg/L <0.005 mg/L 12
0ERYLLUM EPA 200.7 0.001 <0.001 <0.001 <0.001 <0.001 mg/L <0.001 mg/L 3
c1O60U00 EPA 200.7 0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 mg/L <0.002 mg/L 12
CHROMIUM EPA 200.7 0.005 <0.005 <0.005 <0.005 0.009 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 mg/L <0.005 mg/L 12
COPPER EPA 200.7 0.005 0.018 0.02 0.02 0.041 0.029 0.011 0.016 0.019 0.012 0.027 0.0.12 0.015 0.041 mg/L 0.021 11/g/L 12
MERCURY EPA 1631 1.00E-06 2.20E-06 6.69E-06 9.21E-06 3.71E-06 8.84E-06 4.16E-06 4.94E-06 2.48E-06 2.61E-06 0.00000346 0.00000134 0.00000181 9.21E-06 mg/L 3.96E-06 mg/L 12
NICKEL EPA 200.7 0.005 0.008 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 0.008 mg/L <0.005 mg/L 12
SELENIUM EPA 200.7 0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 mg/L <0.005 mg/L 12
SLVER EPA 200.7 0.005 <0.005 0.004 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.001 <0.005 <0.005 mg/L <0.005 mg/L 12
THALLIUM EPA 200.7 0.005 <0.005 <0.005 <0.005 <0.005 mg/L <0.005 mg/L 3
ZINC EPA200.7 0.010 0.057 0.076 0.088 0.085 0.079 0.089 0.102 0.073 0.067 0.067 0.004 0.052 0.102 mg/L 0.070 mg/L 12
CYANDE 5M4500 CN E 0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 mg/L <0.005 mg/L 12
TOT,PHENOLIC
COMPOUNDS EPA 420.1 0.005 <0.005 <0.005 <0.005 <0.005 mg/L <0.005 mg/L 3
ACROL01 EPA624 0.100 <0.100 <0.100 <0.100 BOL mg/L SOL mg/L 3 0.100
Aca0ONITRLE EPA624 0.100 <0.100 <0.100 <0.100 BQL mg/L BQL mg/L 3 0.100
BENZENE EPA624 0.010 <0.01 <0.01 <0.01 BQL mg/L BOL mg/L 3 0.010
BNOMOFORM EPA624 0.010 <0.01 <0.01 <0.01 BQL mg/L BOL mg/L 3 0.010
CAR90N 7E0RACHLOROE EPA624 0.010 <0.01 <0.01 <0.01 BOL mg/L BQL mg/L 3 0.010
c0LONONEEN1ENE EPA 624 0.010 <0.01 <0.01 <0.01 BOL mg/L BQL mg/L 3 0.010
CHLORODIRR
METHANE oho- EPA 624 0.010 <0.01 <0.01 <0.01 BQL mg/L BQL mg/L 3 0.010
CHLOROETHANE EPA 624 0.010 <0.01 <0.01 <0.01 BQL mg/L BQL mg/L 3 0.010
2-CHLOROETHYLvoYL
ETHER EPA624 0.010 <0.01 <0.01 <0.01 BQL mg/L BQL mg/L 3 0.010
CHLOROFORM EPA624 0.010 <0.01 <0.01 <0.01 BQL mg/L BQL mg/L 3 0.010
DICHLOROSRMETHANE oho- EPA 624 0.010 <0.01 <0.01 <0.01 BQL mg/L BQL mg/L 3 0.010
11-DICHLORDETHANE EPA624 0.010 <0.01 <0.01 <0.01 BOL mg/L BQL mg/L 3 0.010
1,20ICHLos0E7HANE EPA624 0.010 <0.01 <0.01 <0.01 BQL my/L BOL mg/L 3 0.010
ETHYLENE EPA
EPA624 0.010 <0.01 <0.01 <0.01 BOL mg/L BQL mg/L 3 0.010
110ICHLOR0.EIHYLENE EPA624 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L. 3 0.010
1,DICHLOROPROPANE EPA624 0.010 <0.01 <0.01 <0.01 BQL mg/L BOL mg/L 3 0.010
Randleman Effluent Pollutant Scan and Metals Data 2018 to 2020 72

2018 2019 2020 2018-2020
MAXIMUM DAILY
AVERAGE GAILY
1/10,019 1/11/2019 N1.019 10/103019 VITRO. 4,1R019 G110019 10/10,019 Imam V17R010 7/34RC10 1UNR010 DISCHARGE DISC
NARGE
ANALYTICAL I Nog./P/
POLLUTANT mow° mom. cum.,myL cm,.mg& cone-ANN Conc.,mg& con<.,myL con,myL Cone,mpl Cone,meN CNN-m9A Conc.men Cone.,m., co...mg,. Conc. Unll. CODA. HAIN a.row
1s.GC.L.F. O<<<9E EPA 624 0.010 <0.01 <0.01 <0.01 SQL mg/L SOL mg/L 3 0.010
9:719n0E<5E<E EPA 624 0.010 <0.01 <0.01 <0.01 SQL mg/L SQL _mg/L 3 0.010
<<<<.0RGMDE EPA 624 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL tog/L 3 0.010
METHYL CHLORIDE EPA624 0.010 <0.01 <0.01 <0.01 SQL mg/L SQL mg/L 3 0.010
METED...C.D.. EPA 624 0.010 <0.01 <0.01 <0.01 SOL mg/L BQL mg/L 3 0.010
<</.<<7E
CHLORTRM
OET1we EPA 624 0.010 <0.01 <0.01 <0.01 SQL mg/L SQL mg/L 3 0.010
TeTan9.oao.e:T oaTo EPA 624 0.010 <0.01 <0.01 <0.01 SOL mg/L SQL mg/L 3 0.010
TOLUENE EPA 624 0.010 <0.01 <0.01 <0.01 BQL mg/L SQL mg/L 3 0.010
1,1.1-TRCELOROEnuu9 EPA 624 0.010 <0.01 <0.01 .0.01 BOL mg/L SQL mg/L 3 0.010
1,1a7RICHLOROETHAE EPA624 0.010 <0.01 <0.01 <0.01 SQL mg/L SQL mg/L 3 0.010
TRCxoaoETHGNHE EPA624 0.010 <0.01 <0.01 <0.01 SQL mg/L BQL mg/L 3 0.010
VINYL CHLORIDE EPA624 0010 <0.01 <0.01 <0.01 BQL mg/L SQL mg/L 3 0.010
TRICHLOROFLOGRONETHA
ME EPA 624 <0.01 <0.01 <0.01 BOL mg/L iiQL mg/L 3 0.010
r.c.....Arn<A<H EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
LO--ROrlat0L EPA 625 0.010 <0.01 <0.01 <0.01 SQL mg/L SQL mg/L 3 0.010
0.UMILORGPHEROL EPA 625 0.010 <0.01 <0.01 <0.01 SOL mg/L SQL mg/L 3 0.010
1FUMETHYL HENG< EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L SOL mg/L 3 0.010
asm+7Rooc<EsoL EPA 625 0.050 <0.05 <0.05 <0.05 SQL mg/L BOL mg/L 3 0.050
<°<<T<OPH<HOL EPA 625 0.050 <0.05 <0.05 <0.05 SQL mg/L BOL mg/L 3 0.050
1++111910m1EUOL EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/1. BOL mg/L 3 0.010
4xrROm.NOL EPA 625 0.050 <0.05 <0.05 <0.05 SQL mg/L BOL mg/L 3 0.050
P'<<<°5....0/ EPA 625 0.050 <0.05 <0.05 <0.05 SQL mg/L SOL mg/L 3 0.050
<ERCA EPA825 0.010 <0.01 <0.01 <0.01 SQL mg/L SQL mg/L 3 0.010
1.<.a.TRCHLOROP1Ei<1. EPA 625 0.010 <0.01 <0.01 <0.01 BQL mg/L SQL mg/L 3 0.010
ACEINPHT11FNS EPA825 0.010 <0.01 <0.01 <0.01 BQL mg/L SOL mg/L 3 0.010
ACEHAOHTHYLERE EPA825 0.010 <0.01 <0.01 <0.01 SOL mg/L SQL mg/L 3 0.010
AEn<R<Cexe EPA625 0.010 <0.01 <0.01 <0.01 SQL mg/L BOL mg/L 3 0.010
9EuzomE EPA 625 0.050 <0.05 <0.05 <0.05 SQL mg/L BOL mg/L 3 0.050
S<<5</W17lRACE0E EPA 625 0.010 <0.01 <0.01 <0.01 SQL mg/L BOL mg/L 3 0.010
SEM.EDIASEYRENE EPA 625 0.010 <0.01 <0.01 <0.01 SOL mg/L SQL mg/L 3 0.010
1A E1.9.0<u<SS/<50<E EPA 625 0.010 <0.01 <0.01 <0.01 SOL mg/L BQL mg/L 3 0.010
Randleman Effluent Pollutant Scan and Metals Data 2018 to 2020 73

2018 2019 2020 2018-2020
MAXIMUM ONLY AVERAGE DAILY
4192019 4121201e 7/112019 102E201E 1/1)2019 /112019 7/11/2019 10/10/2019 152020 4172020 7242020 1052020 DISCHARGE 050NAHGE
MOLY MAL Num.
POLLUTANT METHOD 'Auer,
OL Conc., dL Con,mplL Co1le,n m
q'L Cc,mdL Conc.,md dl L Conc.,m Conc.,mConn,L Conn,RNA Cork,
nL Core.. dL..mV/L Conc.,m Conc.. Cer1c, unto Cope unto eee b
aElEe YUYOLA
eHN20(o0ORERYLENE EPA825 0 u111 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
H.E.00 EI-GMAAOOROE EPA625 0.010 <0.01 <0.01 <.01 BOL mg/L BOL mg/L 3 0.010
SG ISCHLOROET40000
"ETHANE EPA 825 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
eR 2CHLOROETHYLH
ETHER EPA 625 0.010 <0.01 <0.01 .3.01 BOL mg/L SQL mg/L 3 0.010
SG(2C 0 HLONO6 00
PROM)ETHER EPA625 0.010 <0.01 <0.01 <0.01 BOL mg& BOL mg/L 3 0.010
al5(2ETHYLHE<YL/
PHTHALATE EPA 625 0.010 <0.01 <0.01 .3.01 BOL mg& SQL mg/L 3 0.010
wLOMOPNENYL PHENYL
ETHER EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg& 3 0.010
earn eENTL RHTHALATE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L SOL mg/L 3 0.010
2.041.0R0N4.PHTHALErE EPA 825 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
<CDLORPIENn PHENYL
ETHER EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L BCE mg/L 3 0.010
CHRYSENE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
D0Nau7n PNT1wA1E EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
01+40C1YLPHTIASATE EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
DMEN2o14H1
McMIRACPSE EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
1s092E0R0eENZENE EPA625 0.010 <0.01 <0.01 <0.01 SOL mg/L BOL mg/L 3 0.010
1.30ICHLOROeENZEHE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L SOL mg/L 3 0.010
140G1Y.oOOe2N4ENE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
2,SOIC1aSHCHH.HOME EPA 625 0.020 <0.02 <0.02 <0.02 BOL mg/L SOL mg/L 3 0.020
oe7101.RN7HAIAOE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
OAETKR.HHTwuTE EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
2.40N1R0T0L0ENE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
2.sawra0T0L1/E0E EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
12-0n1ENYL.20u046 EPA 825 0.050 <0.05 <0.05 .3.05 BOL mg/L SOL mg/L 3 0.050
PLGOPANTHENE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/1. SQL mg/L 3 0.010
n00RENE EPA825 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
4022740eNtee9ENE EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
HE/DCHLORoa02413ENE EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
PENTAOo2E vuo EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
1E<Acra0R0ETHANE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L SQL mg/L 3 0.010
P2oeagt.T.T<N/PYRflO EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/I. 3 0.010
U0PHOR01E EPA625 0.010 <0,01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
Randleman Effluent Pollutant Sean and Metals Data 2018 to 2020 74

2018 2019 2020 2018-2020
MAXIMUM 1/1b2UU u12/2o111 b12l2010 1016120E 1/11¢019 u11Ra19 11 n1 Q019 19 ORU19 'MOM nil712020 L242020 10/9RC2C DISCHARGE nv `r DISCHARGE
ANALYTICAL t of
LL one.PU RANT YETBOU YLAm. C myL m Conc.,mon. Con,. pIL Conc.,mgll Conc.,moll Conc.,mon. Conc..nor,
L C NW. Conc..). Cone.mal Conc..NOIL Conc.,myl Conc. On. Conc. Unlb $..oNMrr Num*
wwHTRALENE EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
Rnko6E192FAE EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
w«nROs001.-
RRORrLAMINE EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
TIMITROSOOT
InETRTLAAHE EPA625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
m1ERYLATATA EPA 625 0.010 <0.01 <0.01 <0.01 SQL mg/L BOL mg/L 3 0.010
PRERwfRRERE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L SOL mg/L 3 0.010
PYRERE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
13.4-TRrauORO11ER:EnE EPA 625 0.010 <0.01 <0.01 <0.01 BOL mg/L BOL mg/L 3 0.010
Tn.... EPA624 0.010 <0.01 <0.01 .3.01 BOL Ing/L 3 0.010
Randleman Effluent Pollutant Scan and Metals Data 201810 2020 75

4 M.91 1
L
iii
Appendix D : NC0025445
Randleman Topographical
Map

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City of Randleman WWTP
Facility Location
State Grid/Quad: D 19 SE/Randleman Latitude: 35°48'23"N not to scale
HUC#:0303000301 Longitude: 79°47'00"W
Receiving Stream:Deep River Drainage Basin: Cape Fear NPDES Permit No.NC0025445
Stream Class: C Sub-Basin: 03-06-08 North Randolph County

�a LF�p ,ApooNM9�
I R1114 ,60
=1
Appendix E : NC0025445
Randleman Treatment Plant
Process Diagram

II
ofluent Line
1.0MGD
/' Avg.Flow
I/ .165 mg
CA
• To Deep River Drop1 'y �`1
/.0 Avg.flow nfa�sumo(3 nfD
—) I SO2
IcceG Rtln CMNI
Nop, "f
1111
MwMO
nD 1K3 I
mg
111111111=1111
��65
nmlR w.
NU:4lni.:,2
\.._.25
mg
ii Iffy as
7 DGNf+x W I.O..,:
1 f
/ mgdI..
''-'gia n T
•
7TlNUtw4R 441
8I11041f k . MOW \
//�''\��WM ❑ .I .5 mg
WASTE WATER TREATMENT PLANT v g
31.10C4" "' avg flow
\
\—\ �u 1fe l
rio \ ,_____.6 mg i /
Return sludge& N \
Wasting
Influent
Effulent

400)L Et,
ar�s
Appendix F : NC0025445
Randleman Sludge
Management Plan

MAYOR R
CLARENCE R.JERNIGAN CITY ADMINISTRATION
William Johnson
BOARD OF ALDERMEN RAND L E M A N City Manager
GARY B.BETTS,SR.
Mayor Pro-Tempore •NORTH CAROLINA. SUSAN B.HOGAN
MELISSA BLALOCK 204 S.MAIN STREET Finance Director
RENEE BRYANT RANDLEMAN,NC 27317
NANCY HENDERSON P:[phone] CONNIE CROSS
SHARON F. LEONARD F:[phone] Interim City Clerk
WWW.CITYOFRANDLEMAN.COM
Biosolids generated from treatment of domestic and industrial waste at the City of Randleman Wastewater
Treatment Plant are aerobically digested and land applied to a dedicated site under Land Application Permit#
WQ0004825.
Garry Michael Glass
Operator in Responsible Charge, Operator Certification#1000472
City of Randleman Wastewater Treatment
[phone]