NC0023876_Application (ATC)_20221101

v McKIM&CREED
ENGINEERS SURVEYORS PLANNERS
EAST BURLINGTON WASTEWATER TREATMENT PLANT
CHLORINATION/DECHLORINATION MODIFICATIONS — ATC
APPLICATION
City of Burlington
Burlington, NC
Date: October 31, 2022 RECEIVED
NOV 012022
1 CDEQIDWRINPON
Prepared for:
City of Burlington
PO BOX 1358
Burlington, NC 27216
Prepared by:
James W. Holland
McKim & Creed, Inc.
8020 Tower Point Drive
Charlotte, NC 28227
McKim & Creed Project #
02056-0008
NC License # F-1222

•
Permit NC0023876
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,the
City of Burlington
is hereby authorized to discharge wastewater from a facility located at the
South Burlington WWTP
2471 Boy Wood Road
Graham
Alamance County
to receiving waters designated as Big Alamance Creek in the Cape Fear River Basin in accordance with
effluent limitations, monitoring requirements,and other conditions set forth in Parts I, II, I1I, and IV
hereof.
•
The permit shall become effective July 1, 2014.
This permit and authorization to shall expire at midnight on June 30, 2019.
dischargeP g
Signed this day June 6,2014.
cie14/1mas A,Reeder, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 13

Permit NC0023876
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore,the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements,terms, and provisions included herein.
The City of Burlington
is hereby authorized to:
1. Continue to operate an existing 12.0 MGD wastewater treatment facility consisting of the following
components:
o Bar screen(offsite)
o Grit chamber(offsite)
o Swepsonville bar screen(off site)
o SwepsonviIle flow channel (off site)
o One (1) 3,500,000 gallon influent equalization basin with aerators
o Influent meter channel
o Influent composite sampler
o Distribution box
o Two (2)95 ft diameter primary clarifiers
o Sixteen(16) 155,100 gallon BNR cells with mixers and recycle pumps
o One(1) 1,700,000 gallon aeration basin with blowers
o One(1)2,700,000 gallon aeration basin with blowers
o Two (2) 80 ft diameter secondary clarifiers
o Two(2) 90 ft diameter secondary clarifiers
o One(1)100 ft diameter secondary clarifier
o One(1)tertiary sand filter with six(6) filter cells and backwash pumps
o One(1) 94,2000 gallon backwash basin
o Two(2)90,000 gallon chlorine contact basin with chlorination system
o Dechlorination chemical addition system
o Effluent meter channel with recorder
o Effluent composite sampler
o Two(2) 60 ft diameter sludge thickeners
o Two (2) 587,000 gallon sludge digestor/processing/storage tanks
o Two (2) 592,000 gallon sludge digestor/processing/storage tanks
o Additional process equipment for producing lime stabilized solids and compost
o Chemical storage and addition equipment for alum and liquid caustic
o Backup generators
The facility is located at South Burlington Wastewater Treatment Plant on Boy Wood Road in
Graham,Alamance County.
2. Discharge from said treatment works at the location specified on the attached map into Big
Alamance Creek, which is classified WS-V,NSW waters in the Cape Fear River Basin.
Page 2 of 13

Permit NC0023876
Part I
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
a. During the period beginning upon the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge treated wastewater from Outfall 001. Such discharges shall be
limited and monitored t by the Permittee as specified below:
EFFLUENT LIMITATIONS MONITORING REQUIREMENTS
EFFLUENT
CHARACTERISTICS Monthly Weekly Daily Measurement Sample Sample
Average Average Maximum Frequency Type Location 2
Flow 12.0 MGD Continuous RecordingInfluent or
Effluent
Total Monthly Flow' Monitor&Report,MG Monthly Recorded or Influent or
(TMF) Calculated Effluent
ROD,5-day,(20°C)4 Influent&
(April 1 —October 31) 9.0 mg/L 13.5 mg/L Daily Composite Effluent
BOD,5-day,(20°C)° 18.0 mg/I. 27.0 mg/I, Daily Composite Influent&
(November 1 —March 31) Effluent
pH Not greater than 9.0 S.U. nor less than Daily Grab Effluent
6.0 S.U.
Total Residual Chlorine 5 19 µg/L Daily Grab Effluent
Dissolved Oxygen Not less than 6.0 mg/L,daily average Daily Grab Effluent
Temperature. °C Daily Grab Effluent
Conductivity, µmhos/cm Daily Grab Effluent
Total Suspended Solids 4 30.0 mg/L 45.0 mg/L 2/Week Composite Influent
Effluent
NH3 as N 3.0 mg/L 9.0 mg/L 2/Week Composite Effluent
(April 1-October 31)
NH3 as N 6.0 mg/L 18.0 mg/L 2/Week Composite Effluent
(November I-March 31)
Fecal Colifonn 200/100mL. 400/100mL 2/Week Grab Effluent
(geometric mean)
Total Kjeldahl Nitrogen 6 _ Monitor&Report,mg/L Weekly Composite Effluent
Nitratc/Nitrite Nitrogen 6 Monitor&Report,mg/L Weekly Composite Effluent
Total Nitrogen(TN)3'6 Monitor& Report, mg/L Weekly Composite Effluent
TN Load 3'' Monitor&Report, lb/mo Monthly Calculated Effluent
Monitor&Report, lb/yr Annually Effluent
Total Phosphorus(TP) Monitor&Report,mg/L Weekly Composite Effluent
3 Monitor&Report, lb./mo Monthly Effluent
TP Load - Calculated
Monitor& Report, lb/yr Annually Effluent
Total Copper, µg/L 8 Quarterly Composite Effluent
Total Zinc,µg1L 8 Quarterly Composite Effluent
Chronic Toxicity 9 Quarterly Composite Effluent
Effluent Pollutant Scan Footnote 10 Effluent
Page 3 of 13

Permit NC0023876
(Continued A. (1)EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS)
Footnotes:
1. No later than April 1, 2015, the Permittee must begin submitting discharge monitoring reports electronically
using NC DWR's eDMR application system. See Special Condition A. (10.) ELECTRONIC REPORTING
OF DISCHARGE MONITORING REPORTS for details.
2. For instream monitoring requirements and sample locations, see Special Condition A. (3) INSTREAM
MONITORING REQUIREMENTS. Instream monitoring requirements shall be waived as long as the facility
continues to participate in the Upper Cape Fear River Basin Association.
3. TMF is total monthly flow.TN Load or TP Load is the mass quantity of Total Nitrogen and Total Phosphorus
discharged in a given period of time. See Special Condition A. (8) CALCULATION AND REPORTING OF
NUTRIENT LOADS.
4. The monthly average BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the
respective influent value(85%removal).
5. The Division shall consider all effluent TRC values reported below 50 ug/L to be in compliance with the
permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina
certified laboratory(including field certified),even if these values fall below 50 ug/L.
6. TN=TKN+(NO3-N+NO2-N), where TN is Total Nitrogen,TKN is Total Kjeldahl Nitrogen,and(NO3-N +
NO2-N)are Nitrate/Nitrite Nitrogen,respectively.
7. The facility is subject to nutrient limitations as specified in Special Condition A. (2) COMBINED
LIMITATIONS FOR NUTRIENTS—Outfall CO).
8. Total copper and total zinc shall be measured in conjunction with quarterly chronic toxicity test.
9. Chronic Toxicity (Ceriodaphnia) P/F at 86% in January, April, July, and October, see Special Condition A.
(4)CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT.
10. The permittee shall perform three Effluent Pollutant Scans during the term of this permit, see Special
Condition A. (5)EFFLUENT POLLUTANT SCAN.
t' visiblefoam intrace amounts.
b. There shall be no discharge of floating solids or other than o
Page 4 of 13

• Permit NC0023876
A. (2) COMBINED LIMITATIONS FOR NUTRIENTS —Outfall COI
a. During the period beginning on the effective date of this permit or as specified below and lasting
until permit expiration, the Permittee is further authorized to discharge Total Nitrogen and Total
Phosphorus from the East Burlington WWTP (NC0023868, Outfall 001) and the South Burlington
WWTP (NC0023876, Outfall 001)subject to the following combined, delivered load limitations:
Total Nitrogen, Total Phosphorus,
Delivered (lb/yr)I Delivered(Ib/yr)I
Active Combined Active Combined
Permit Facility Allocations Limit Allocations Limit
EaNC0023868 WWTP
stBurlington 148,670 16,746
NC0023876 SWWTP Burlington 154,463 17,717
303,133
(effective 1/1/2018)2 34,463
Footnote:
1. Allocations and limits in this table are expressed as delivered loads. See Condition A. (8)
regarding calculation of delivered loads from discharge loads.
2. Per the Jordan Lake Wastewater Discharge Rule (15A NCAC 02B .0270) as modified by
North Carolina Session Law 2011-394 (1-113119), the annual mass Total Nitrogen limit shall
be effective January 1, 2018. The Permittee must acquire the necessary authorization-to-
construct permits for construction, installation, or alteration of the treatment works for
purpose of complying with this limit prior to December 31,2016.
b. Compliance with these limits shall be determined in accordance with Special Conditions A. (7),
Annual Limits for Total Nitrogen and Total Phosphorus, and A. (8), Calculation and Reporting of
Nutrient Loads.
c. Nutrient monitoring and reporting requirements are specified in Special Conditions A. (1), Effluent
Limitations and Monitoring Requirements,and A.(8), Calculation and Reporting of Nutrient Loads.
d. Pursuant to N.C. General Statute Section 143-215.1 and the implementing rules found in Title 15A
of the North Carolina Administrative Code, specifically, 15A NCAC 02BA270, and Part II, Sections
B-12 and B-13 of this permit, the Division of Water Resources (Division) may reopen the permits
listed above and establish more stringent nutrient limits upon findingthat such limits are necessary
P
to prevent the discharges from causing localized water quality impacts in the receiving streams.
e. The Permittee may request that its permits be modified to rescind these combined limits and
establish individual mass discharge limits for each facility. The Division may, after written
notification to the Permittee, rescind these combined limits and establish individual mass discharge
limits for each facility if it determines that the combined limits do not support the objectives of the
Jordan Lake Nutrient Management Strategy. The Division shall provide for public review of the
proposed permit modifications and include in the permit an appropriate schedule of compliance for
the proposed nutrient limits.
Page 5 of 13

Permit NC0023876 •
A. (3) INSTREAM MONITORING REQUIREMENTS
Instream monitoring requirements in this NPDES permit shall be provisionally waived so long as the
Permittee remains a member of the Upper Cape Fear River Basin Association and the Association
continues to function as approved by the Division and Environmental Management Commission. If the
Permittee does not participate in the Association or if the Association ceases to function, the instream
monitoring requirements in this permit become effective immediately; and the Division may reopen this
permit by administrative letter to establish additional instrearn monitoring requirements it deems
necessary to adequately characterize the effects of the discharges on water quality in the receiving
stream.
PARAMETERS TO BE SAMPLED: •
Parameter Sample Type Frequency
Dissolved Oxygen,mg/L Grab 3/week(June 1 —September 30)
1/week(October 1 —May 31)
Temperature, °C Grab 3/week(June 1 —September 30)
1/week(October 1 —May 31)
Conductivity, µmhos/cm Grab 3/week(June 1 September 30)
1/week(October 1 —May 31)
Total Phosphorus, mg/L Grab 3/week(June I —September 30)
1/week May(October 1 —
Y 31)
SAMPLE LOCATIONS:
1. Upstream: Highway 87
2. Downstream:
D1 =Boy Wood Road(NCSR 2116)
D2= Saxapahaw Lake _.above dam(sampling at this point shall not be required if the
river flow is greater than 250 cfs at the USGS gauge 02096500)
D3 =NCSR 1005
Instream sampling should be coordinated to reduce redundant sampling for the Burlington — East,
Burlington — South, and Graham wastewater treatment facilities under the guidance of the Winston-
Salem Regional Office. Each facility should conduct instream sampling the same day and in so far as
possible at the same time of day.
When instream sampling occurs, data shall be entered on a form approved by the Division of Water
Resources and shall be summarized in an annual report due by January 1s` of the year immediately
following the end of the summer period, September 30`h, summarizing the last 12 months. The report
shall be sent to:
NCDENR/DWR
WPS/Modeling and Assessment Branch
1611 Mail Service Center
Raleigh, NC 27699-1611
Page 6 of 13

Permit NC0023876
A. (4) CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 86%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in
the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised- December 2010) or subsequent versions. The tests will be performed during the months of
January, April, July, and October. These months signify the first month of each three month
toxicity testing quarter assigned to the facility. Effluent sampling for this testing must be obtained
during representative effluent discharge and shall be performed at the NPDES permitted final effluent
discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple-concentration testing shall be performed at a minimum, in
each of the two following months as described in "North Carolina Phase II Chronic Whole
Effluent Toxicity Test Procedure" (Revised-December 2010)or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter
code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally,DWQ Form AT-
3 (original)is to be sent to the following address:
Attention: North Carolina Division of Water Resources
WSS/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh,North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Aquatic Toxicology Branch no later than
30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if
chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name,permit number,pipe number, county, and the month/year of the report
with the notation of"No Flow" in the comment area of the form. The report shall be submitted to the
Environmental Sciences Section at the address cited above.
Should the permittec fail to monitor during a month in which toxicity monitoring is required, monitoring
will be required during the following month. Assessment of toxicity compliance is based on the toxicity
testing quarter,which is the three month time interval that begins on the first day of the month in which
toxicity testing is required by this permit and continues until the final day of the third month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division
of Water Resources indicate potential impacts to the receiving stream, this permit may be re-opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls,
shall constitute an invalid test and will require immediate follow-up testing to be completed no later
than the last day of the month following the month of the initial monitoring.
Page 7 of 13

Permit NC0023876
A. (5) EFFLUENT POLLUTANT SCAN
The Permittee shall perform a total of three(3)Effluent Pollutant Scans for all parameters listed below. One scan
must be performed in each of the following years: 2015, 2016, and 2017. Analytical methods shall be in
accordance with 40 CFR Part 136 and shall be sufficiently sensitive to determine whether parameters are present
in concentrations greater than applicable standards and criteria. Samples should be collected with one quarterly
toxicity test each year, and must represent seasonal variation [i.e., do not sample in the same quarter every year].
Unless otherwise indicated,metals shall be analyzed as"total recoverable."
Ammonia(as N) Trans-1,2-dichloroethylene Bis(2-chloroethyl)ether
Chlorine,total residual (TRC) 1,1-dichloroethylene Bis(2-chloroisopropyl)ether
Dissolved oxygen 1,2-dichloropropane Bis(2 ethylhexyl)phthalate
Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether
Kjeldahl nitrogen Ethylbenzene Butyl benzyl phthalate
Oil and grease Methyl bromide 2-chloronaphthalene
Phosphorus Methyl chloride 4-chlorophenyl phenyl ether
Total dissolved solids Methylene chloride Chrysene
Hardness 1,1,2,2-tetrachloroethane Di-n-butyl phthalate
Antimony Tetrachioroethylene Di-n-octyl phthalate
Arsenic Toluene Dibenzo(a,h)anthracene
Beryllium 1,1,1-trichloroethane 1,2-dichlorobenzene
Cadmium 1,1,2-trichloroethane 1,3-dichlorobenzene
Chromium Trichloroethylene 1,4-dichlorobenzene
Copper Vinyl chloride 3,3-dichlorobenzidine
Lead Acid-extractable Compounds Diethyl phthalate
Mercury (Method 1631E) P-chloro-m-cresol Dimethyl phthalate
Nickel 2-chlorophenol 2,4-dinitrotoluene
Selenium 2,4-dichlorophenol 2,6-dinitrotoluene
Silver 2,4-dimethylphenol 1,2-diphenylhydrazine
Thallium 4,6-dinitro-o-cresol Fluoranthene
Zinc 2,4-dinitrophenol Fluorene
Cyanide 2-nitrophenol Hexachlorobenzene
Total phenolic compounds 4-nitrophenol Hexachlorobutadiene
Volatile Organic Compounds Pentachlorophenol Hexachlorocyclo-pentadiene
Acrolein Phenol Hexachloroethane
Acrylonitrile 2,4,6-trichlorophenol Indeno(1,2,3-cd)pyrene
Benzene Base-neutral Compounds Isophorone
Bromoform Acenaphthene Naphthalene
Carbon tetrachloride Acenaphthylene Nitrobenzene
Chlorobenzene Anthracene N-nitrosodi-n-propylamine
Chlorodibromomethane Benzidine N-nitrosodimethylamine
Chloroethane Benzo(a)anthracene N-nitrosodiphenylamine
2-chloroethylvinyl ether Benzo(a)pyrene Phenanthrene
Chloroform 3,4 benzofluoranthene Pyrene
Dichlorobromomethane Benzo(ghi)perylene 1,2,4-trichlorobenzene
1,1-dichloroethane Benzo(k)fluoranthene
1,2-dichloroethane Bis(2-chloroethoxy)methane
Reporting. Test results shall be reported on DWR Form-A MR-PPA1 (or in a form approved by the Director)by
December 31"of each designated sampling year. The report shall be submitted to the following address:
NC DENR/DWR/Central Files, 1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Additional Toxicity Testing Requirements for Municipal Permit Renewal. Please note that Municipal
facilities that are subject to the Effluent Pollutant Scan requirements listed above are also subject to additional
toxicity testing requirements specified in Federal Regulation 40 CFR 122.21(j)(5). The US EPA requires four(4)
toxicity tests for a test organism other than the test species currently required in this permit. The multiple species
Page 8 of 13

Pernut NC0023876
(Continued A. (5)EFFLUENT POLLUTANT SCAN)
tests should be conducted either quarterly for a 12-month period prior to submittal of the permit renewal
application, or four tests performed at least annually in the four and one half year period prior to the application.
These tests shall be performed for acute or chronic toxicity, whichever is specified in this permit. The multiple
species toxicity test results shall be filed with the Aquatic Toxicology Branch at the following address:
North Carolina Division of Water Resources
WSS/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh,North Carolina 27699-1621
Contact the Division's Aquatic Toxicology Branch at 919-743-8401 for guidance on conducting the additional
toxicity tests and reporting requirements. Results should also be summarized in Part E(Toxicity Testing Data)of
EPA Municipal Application Form 2A,when submitting the permit renewal application to the NPDES Permitting
Unit.
A. (6)NUTRIENT ALLOCATIONS
a. The following table lists the Total Nitrogen (TN) and Total Phosphorus (TP) allocations assigned
to, acquired by, or transferred to the Permittee in accordance with the Jordan Lake nutrient
management rule (T15A NCAC 02B .0270) and the status of each as of permit issuance. For
compliance purposes,this table does not supersede any TN or TP limit established elsewhere in this
permit or in the NPDES permit of a compliance association of which the Permittee is a Co-
Permittee Member.
Total Nitrogen Allocation Table
_ ALLOCATION AMOUNT
ALLOCATION SOURCE DATE Delivered Discharge STATUS
TYPE
(lb/yr) (lb/yr)
Base Assigned by Rule 8/11/09 154,463 193,078 Active
(T15A NCAC 02B .0270)
Total Nitrogen Allocation: 154,463 193,078 Active
Footnote:
1.Nitrogen Transport Factor= 80%
Total Phosphorus Allocation Table
ALLOCATION ALLOCATION AMOUNT 2
TYPF. ; SOURCE DATE Delivered Discharge STATUS
(lb/yr) (lb/yr)
Base Assigned by Rule 8/11/09 17,717 24,270 Active
(T15A NCAC 02B .0270)
-----------
Total Phosphorus Allocation: 17,717 24,270 Active
-
Footnote: --_ _-_
2. Phosphorus Transport Factor=73%
b. Any addition, deletion, or modification of the active allocation(s)listed above (other than to correct
typographical errors) or any change of allocation to `active' status shall be considered a major
modification of this permit and shall be subject to the public review process afforded such
modifications under state and federal rules.
Page 9 of 13

Permit NC0023876
A. (7) ANNUAL LIMITS FOR TOTAL NITROGEN AND TOTAL PHOSPHORUS
a. Total Nitrogen(TN)and Total Phosphorus(TP)allocations and load limits for NPDES dischargers
in the Jordan Lake watershed are annual loads and apply on a calendar year basis.
b. For any given calendar year, the Permittee shall be in compliance with the annual TN (or TP)
Discharge Load limit in this Permit if:
(i.) the Permittee's annual TN(or TP)Discharge Load is not greater than the effective limit, or
(ii.) the Permittee is a Co-Permittee Member of a compliance association.
c. The TN (or TP) limit in this Permit may be modified as the result of allowable changes in the
Permittee's allocation.
(i.) Allowable changes include those resulting from purchase of TN(or TP)allocation from an
authorized mitigation banker,the Ecosystem Enhancement Program,or other source allowed
under applicable regulations; purchase,sale,trade,or lease of allocation between the
Permittee and other dischargers;regionalization; and other transactions approved by the
Division.
(ii.) The Permittee may request a modification of the TN(or TP)limit in this Permit to reflect
allowable changes in its allocation(s).
(A) Upon receipt of timely and proper application,the Division will modify the permit as
appropriate and in accordance with state and federal program requirements.
(B) Changes in TN(or TP)limits become effective on January 1 of the year following
permit modification. The Division must receive application no later than August 31 for
changes proposed for the following calendar year.
(iii.) Any requests for modification should be sent to:
NCDENR/DWR/WQ Permitting Section-NPDES
Attn: Jordan Lake Watershed Coordinator
1617 Mail Service Center
Raleigh,NC 27699-1617
d. If the Permittee is a member and co-permittee of an approved compliance association on January
1 of a given year, its TN and TP discharges during that year are governed by that association's
group NPDES permit and the limits therein.
(i.) The Permittee shall be considered a Co-Permittee Member for any given calendar year in
which it is identified as such in Appendix A of the association's group NPDES permit.
(ii.) Association roster(s) and members'TN and TP allocations will be updated annually and in
accordance with state and federal program requirements.
(iii.) If the Permittee intends to join or leave a compliance association, the Division must be
notified of the proposed action in accordance with the procedures defined in the association's
NPDES permit.
(A) Upon receipt of timely and proper notification,the Division will modify the permit as
appropriate and in accordance with state and federal program requirements.
(B) Membership changes in a compliance association become effective on January 1 of the
year following modification of the association's permit.
e. The TN and TP monitoring and reporting requirements in this Permit remain in effect throughout
the term of the Permit and are not affected by the Permittee's membership in a compliance
association.
Page 10 of 13

Permit NC0023876
A. (8) CALCULATION AND REPORTING OF NUTRIENT LOADS
The Permittee shall calculate and report monthly and annual nutrient loads for the East Burlington
(NC0023868)and South Burlington(NC0023876) WWTPs as follows:
a. Calculation of Discharge Loads: The Permittee shall calculate monthly and annual discharge loads
for each facility as follows:
(i.) Monthly Discharge Load(lb/m(, TN or TP) = TN (or TP) x TMF x 8.34
where:
TN (or TP) = the average Total Nitrogen(or Total Phosphorus) concentration
(mg/L)of the composite samples collected during the month
TMF = the Total Monthly Flow of wastewater discharged during the
month(MG/mo)
8.34 = conversion factor, from(mg/L x MG)to pounds
(ii.) Annual Discharge Load(lb/yr,TN or TP)=Sum of the 12 Monthly TN(or TP)Loads for the
calendar year
b. Calculation of Delivered Loads:
(i.) The Permittee shall calculate delivered loads as follows:
(A) Individual, Annual Delivered Load (lb/yr,TN or TP)=
Annual Discharge Load (lb/yr,TN or TP) x TF
where TF = Transport Factor, as follows:
PERMIT FACILITY TFN TFTp
NC0023868 East Burlington WWTP 77% 69%
NC0023876 South Burlington WWTP 80% 73%
(B) Combined Annual Delivered Load(lb/yr)= Sum of the facilities' Individual Annual
Delivered TN(or TP) Loads for the calendar year
c. Reporting of Nutrient Discharges: The Permittee shall report each facility's monthly TN and TP
discharge loads in that facility's discharge monitoring report.
d. Reporting of Combined Delivered Loads: The Permittee shall report each calendar year's
combined delivered loads with the South Burlington WWTP's December report for that year and
shall append the report with a summary of monthly loads and calculations.
A. (9) MERCURY MINIMIZATION PLAN (MMP)
The permittee shall develop and implement a mercury minimization plan during this permit term. The
MMP shall be developed no later than January 1, 2015, and shall be available for inspection on-site. A
sample MMP was developed through a stakeholder review process and has been placed on the Division
website for guidance:
http://portal.ncdenr.org/web/wq/swp/ps/npdes under"Model Mercury Minimization Plan"
The MMP should place emphasis on identification of mercury contributors and goals for reduction.
Results shall be summarized and submitted with the next permit renewal.
Page 11 of 13
1

Permit NC0023876
A. (10) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and specify that, if a state does not establish a system to receive such submittals, then permittees must
submit DMRs electronically to the Environmental Protection Agency (EPA). The Division anticipates
that these regulations will be adopted and is beginning implementation in late 2013.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit(Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2.) Reporting
• Section D. (6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reporting (Supersedes Section D. (2.) and Section E.(5.) (a)[
Beginning no later than April 1, 2015, the permittee shall begin reporting discharge monitoring data
electronically using the NC DWR's Electronic Discharge Monitoring Report (eDMR) internet
application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the Internet. Until such time that the state's
eDMR application is compliant with EPA's Cross-Media Electronic Reporting Regulation
(CROMERR), permittees will be required to submit all discharge monitoring data to the state
electronically using eDMR and will be required to complete the eDMR submission by printing,
signing, and submitting one signed original and a copy of the computer printed eDMR to the
following address:
NC DENR/DWR/Information Processing Unit
ATTENTION: Central Files/eDMR
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility
being physically located in an area where less than 10 percent of the households have broadband
access, then a temporary waiver from the NPDES electronic reporting requirements may be granted
and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1.1, 2, 3) or
alternative forms approved by the Director. Duplicate signed copies shall be submitted to the
mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be
submitted in writing to the Division for written approval at least sixty (60) days prior to the date the
facility would be required under this permit to begin using eDMR. Temporary waivers shall be valid
for twelve (12) months and shall thereupon expire. At such time, DMRs shall be submitted
electronically to the Division unless the permittee re-applies for and is granted a new temporary
waiver by the Division.
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipuledmr
Page 12 of 13

•
Permit NC0023876
(Continued A. (10)ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS)
Regardless of the submission method, the first DMR is due on the last day of the month following
the issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
2. Signatory Requirements [Supplements Section B. (11.)(b)and supersedes Section B. (11.) (d)j
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (11.)(a) or by a duly authorized representative of that person as described in Part II,
Section B. (11.)(b). A person, and not a position, must be delegated signatory authority for eDMR
reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North
Carolina's eDMR system, registering for eDMR and obtaining an eDMR user account, please visit
the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make
the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION
WILL BE ACCEPTED:
"1 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 fines and imprisonment for knowing violations."
3. Records Retention (Supplements Section D. (6.)4
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years from the
date of the report. This period may be extended by request of the Director at any time [40 CFR
122.41].
•
Page 13 of 13

•
' • .-„,-\,7E4117/1 ittki.,;7,','...a.f.....!!_-'‘'ib•-r.. ..,:.•-•• *:,1/4..: i.tr,:i... •','-..,....;,,,,,. .\`,,,, i.'.•„1--,......, ... - _: „. ArHa, ;- :_.t.6-::?;‘,,,,,...'1/4„, 41. /...e.,* :i'l.:7,f
, 1.` •`•;. 1-�(-�--J•T -,,,,i!‘-'Sra •%• -. •,(• ` l / , " • _ �i •) Sr i
1 - tea, a '� • r{11.+ i' .`, j• , •*• !i, f � 41�' � • 1� - • :R• � •}�� �S�
�+.� \• • � \ _ F,l i 1�tw _.'ill• .• :\.;±,• 1 t .. '� .•. y.• .•. l� tea¢•
f •
. - , t I. riSV • •i
•/- �' r stre j •4 .a• t� t•, .•:,:‘.
: 1 P:-e.' • 1,0-•
ti-\ J • I.ii-' \,•1. . Up am r I ,r ••I•i ' •1 + , ,-, 'I 'i • - 4
--•.:.,-,„ ,1
y .1..7.V.I.A yt 5....: i:....' .1.1.;..1 '(?•?/,,,.4.••:••,-.,, t•41 .;,I•; ., . •••• r':.'..'. •. ' ' • 5,, ,::. 51 i'.ri.,..:. ,_ . . _
....).i. tr ( f• ••:),. , „.t.. . . -. .. .„ .15 1- .•,---..- .. ,A, , 4:_:.-1 i '•-...4::AY?: 4=_ ."•'e. i, \--' .i.:7•:•'''.j s -'
-�J \*1 w South Burlington �1fiP ',• .+. ,.�, • ;iiiirit . ,s
r . - ram _ 3k= .`�(�? tit �L. • 4.. ...t�,
f.
I{ 1 ,y i r` , J * • 1 '.",'' k -�` , .„ .�" i ~ , r .N .--.'�•+• . '- •_- f
' f
•1• i I' • 1 ; , j :zt
I' ,i t' �+ . ....a!;•
l n.
�= 1
/^` 1, r
LPt � 1 ,�� j"; '��wr J :JIJ•'1� ^�h• �''` r"-. •• � la ..'s Y.JJJ"""7 r -l`),,•e
'i • ir
. .. .. „,
..\• , .- ,
•
f
2
,� 5 ' (1ICO023876Dcharge -,; t •'. , , f r 4
�lv ,;--c. `:i •
.S -- _ �ifi=l= 1., + - .}v1, , . Z,,)
Cl-
;j' - y CrT. '! ,'- - .•
•
!I -I , .i r 111 F i f _'' fit '• 11 • t (' d ,rt'. ,1-4" • f•E..I
I
er-\\Thi
r, , --.N.e . . )4 . :-Ii 'tit!' .
,� jam+�.-+." ` :•Y.( •' ._lf4f ' y V101 1.i it.voak <. � 1P -i-'
,,,,'- :-... i„„.• -,,,c,,,,,i3r.... r
• ; • • i- • •
......
. 1 01,!,
la‘ • ztirtm.,,, „it F.,' . , .
.f u` /fit 4 r \-‘..Z:\\,.,,i,\
a� [�� jy r
•
•
IS
' r .1ST 111 `-.- *• ` f \: �,'
.,' s-..• r 1,
Y • ff f
' + r •«r ,• ' J SR 1005 °"._;.. _
: ,'"••........_, r ••,
..,. •
„... ...,„..., 1 . _.
, ..... • ...., •
"J.....
. 1. . •-, • 7
.. , ...,, i f,_5., .-. •C o p,rl ht(C)20Q t. hAap" dh, ,— • j , .- l�L ./... t1. ?t l \
USGS Quad: C21SE Mebane,NC , . .
Outfall Facility .a,"
T n4tude: 36° 1'4.5"N 36° 1' 16.7"N
gitude: 79°22'26.4"W 79°22'26.2"W
Stream CIass: WS-V,NSW Facility Location
North
Subbasin: 03-06-02 HUC: 03030002 South Burlington WWTP NC0023876
Receiving Stream: Big Alamance Creek Alarnance County

State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 1: INSTRUCTIONS AND INFORMATION
A. The Division of Water Resources will accept this application package for review only if all of the items are provided and the
application is complete.Failure to submit all of the required items will result in the application package being returned as incomplete
per 15A NCAC 02T.0105(b).
B. Plans and specifications must be prepared in accordance with 15 NCAC 02H.0100,15A NCAC 02T, North Carolina General Statute
133-3, North Carolina General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES
Wastewater Treatment Facilities.
C. The plans and specifications submitted must represent a completed final design that is ready to advertise for bid.
D. Any content changes made to this Form ATC-12-14 shall result in the application package being returned.
E. The Applicant shall submit ONE ORIGINAL and ONE DIGITAL COPY (CD) of the application, all supporting documentation and
attachments. All information must be submitted bound or in a 3-ring binder, with a Section tab for each Section, except the
Engineering Plans.
F. Check the boxes below to indicate that the information is provided and the requirements are met.
G. If attachments are necessary for clarity or due to space limitations, such attachments are considered part of the application
package and must be numbered to correspond to the item referenced.
H. For any project that requires review under the State Environmental Policy Act (SEPA), an Authorization to Construct cannot be
issued prior to the completion of a State Clearinghouse advertisement period for a FONSI,EIS,etc.unless the project qualifies for
a Determination of Minor Construction Activity.
I. For more information,visit the Division of Water Resources web site at:https://deq.nc.gov/about/divisions/water-resources/water-
resources-permits/wastewater-bra nch/npdes-wastewater/authorization-to-construct.
J. In addition to this Authorization to Construct,the Applicant should be aware that other permits may be required from other Sections
of the Division of Water Resources(for example:reclaimed water facilities permits;Class A or B biosolids residuals permit).
SECTION 2:APPLICANT INFORMATION AND PROJECT DESCRIPTION
A. APPLICANT
Applicant's name City of Burlington
Signature authority's name per 15A NCAC 02T.0106(b) Craig Honeycutt
Signature authority's title City Manager
Complete mailing address PO Box 1358,Burlington, NC 27216
Telephone number [phone]
Email address [e-mail]
B. PROFESSIONAL ENGINEER
Professional Engineer's name James W. Holland
Professional Engineer's title Project Engineer
North Carolina Professional Engineer's License No. 033716
Firm name McKim&Creed, Inc.
Firm License number F—1222
Complete mailing address 8020 Tower Point Drive,Charlotte, NC 28227
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 1

State of North Carolina
Department of Environmental Quality
Biz
Division of Water Resources
.,rct
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
Telephone number [phone]
Email address [e-mail]
C. NPDES PERMIT
NPDES Permit number NC0023876
Current Permitted flow(MGD)—include permit
flow phases if applicable 12.0
D. PROJECT DESCRIPTION
Provide a brief description of the project:The project will replace the existing disinfection and dechlorination systems at the
South Burlington Wastewater Treatment Plant,switching from Chlorine and Sulfur Dioxide gas to Sodium Hypochlorite and
Calcium Thiosulfate.
SECTION 3:APPLICATION ITEMS REQUIRED FOR SUBMITTAL FOR ALL PROJECTS
A. Cover Letter
• The letter must include a request for the Authorization to Construct;the facility NPDES Number; a brief project description
that indicates whether the project is a new facility,facility modification,treatment process modification,or facility expansion;
the construction timeline;and a list of all items and attachments included in the application package.
❑ If any of the requirements of 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General Statute 133-3, North Carolina
General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES Wastewater Treatment
Facilities are not met by the proposed design,the letter must include an itemized list of the requirements that are not met.
B. NPDES Permit
® Submit Part I of the Final NPDES permit for this facility that includes Part A(Effluent Limitations and Monitoring Requirements)
for the monthly average flow limit that corresponds to the work that is requested for this project.
C. Special Order by Consent
❑ If the facility is subject to any Special Orders by Consent(SOC),submit the applicable SOC.
® Not Applicable.
D. Finding of No Significant Impact or Record of Decision
❑ Submit a copy of the Finding of No Significant Impact or Record of Decision for this project.
❑ Provide a brief description of any of the mitigating factors or activities included in the approved Environmental Document
that impact any aspect of design of this project, if not specified in the Finding of No Significant Impact or Record of Decision.
® Not Applicable.
E. Engineering Plans
® Per 15A NCAC 02T.0504(c)(1),submit one set of detailed plans that have been signed,sealed and dated by a North Carolina
Licensed Professional Engineer.
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 2

State of North Carolina
IC Department of Environmental Quality
Division of Water Resources
Water
�tiviRoNr�� _ APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
® Per 21 NCAC 56.1103(a)(6),the name,address and License number of the Licensee's firm shall be included on each sheet of
the engineering drawings.
® Plans must be labeled as follows: FINAL DRAWING—FOR REVIEW PURPOSES ONLY—NOT RELEASED FOR CONSTRUCTION.
® 15A NCAC 02H .0124 requires multiple (dual at a minimum) components such as pumps, chemical feed systems, aeration
equipment and disinfection equipment. Is this requirement met by the design? ® Yes or ❑ No. If no, provide an
explanation:
Plans shall include:
• Plans for all applicable disciplines needed for bidding and construction of the proposed project(check as appropriate):
® Civil ❑Not Applicable
❑ Process Mechanical ®Not Applicable
❑ Structural ®Not Applicable
❑ Electrical ®Not Applicable
❑ Instrumentation/Controls ® Not Applicable
❑ Architectural ® Not Applicable
❑ Building Mechanical ® Not Applicable
❑ Building Plumbing ® Not Applicable
® Plan and profile views and associated details of all modified treatment units including piping,valves,and equipment(pumps,
blowers,mixers,diffusers,etc.)
® Are any modifications proposed that impact the hydraulic profile of the treatment facility?❑Yes or® No. If yes, provide
a hydraulic profile drawing on one sheet that includes all impacted upstream and downstream units. The profile shall include
the top of wall elevations of each impacted treatment unit and the water surface elevations within each impacted treatment
unit for two flow conditions: (1) the NPDES permitted flow with all trains in service and (2) the peak hourly flow with one
treatment train removed from service.
O Are any modifications proposed that impact the process flow diagram or process flow schematic of the treatment facility?
❑Yes or®No. If yes,provide the process flow diagram or process flow schematic showing all modified flow paths including
aeration, recycle/return,wasting,and chemical feed,with the location of all monitoring and control instruments noted.
F. ® Engineering Specifications
O Per 15A NCAC 02T.0504(c)(2),submit one set of specifications that have been signed,sealed and dated by a North Carolina
Licensed Professional Engineer.
❑ Specifications must be labeled as follows: FINAL SPECIFICATIONS — FOR REVIEW PURPOSES ONLY — NOT RELEASED FOR
CONSTRUCTION.
Specifications shall include:
® Specifications for all applicable disciplines needed for bidding and construction of the proposed project (check as
appropriate):
❑ Civil ❑ Not Applicable
❑ Process Mechanical ® Not Applicable
❑ Structural ® Not Applicable
❑ Electrical ® Not Applicable
❑ Instrumentation/Controls ® Not Applicable
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 3

State of North Carolina
IC Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUAL TY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
❑ Architectural ® Not Applicable
❑ Building Mechanical ® Not Applicable
❑ Building Plumbing ®Not Applicable
® Detailed specifications for all treatment units and processes including piping, valves, equipment (pumps, blowers, mixers,
diffusers,etc.),and instrumentation.
❑ Means of ensuring quality and integrity of the finished product including leakage testing requirements for structures and
pipelines,and performance testing requirements for equipment.
❑ Bid Form for publicly bid projects.
G. Construction Sequence Plan
® Construction Sequence Plan such that construction activities will not result in overflows or bypasses to waters of the State.
The Plan must not imply that the Contractor is responsible for operation of treatment facilities. List the location of the
Construction Sequence Plan as in the Engineering Plans or in the Engineering Specifications or in both:Existing treatment will
remain in place and operational until construction and start-up of new treatment units is complete and authorized for servcie.
H. Engineering Calculations
® Per 15A NCAC 02T.0504(c)(3),submit one set of engineering calculations that have been signed,sealed and dated by a North
Carolina Licensed Professional Engineer;the seal,signature and date shall be placed on the cover sheet of the calculations.
For new or expanding facilities and for treatment process modifications that are included in Section 4.C,the calculations shall
include at a minimum:
❑ Demonstration of how peak hour design flow was determined with a justification of the selected peaking factor.
❑ Influent pollutant loading demonstrating how the design influent characteristics in Section 4.B.2 of this form were
determined.
❑ Pollutant loading for each treatment unit demonstrating how the design effluent concentrations in Section 4.B.2 of this form
were determined.
❑ Hydraulic loading for each treatment unit.
® Sizing criteria for each treatment unit and associated equipment(blowers, mixers, pumps,etc.)
O Total dynamic head(TDH)calculations and system curve analysis for each pump specified that is included in Section 4.C.6.
❑ Buoyancy calculations for all below grade structures.
❑ Supporting documentation that the specified auxiliary power source is capable of powering all essential treatment units.
I. Permits
• Provide the following information for each permit and/or certification required for this project:
Permit/ If Not Issued Provide
Not Date Date Certification Status and Expected
Permit/Certification Applicable Submitted Approved Number Issuance Date
Dam Safety N/A
Soil Erosion and Sediment Control N/A
USCOE /Section 404 Permit N/A
Water Quality Certification (401) N/A
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 4

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
LNVIRONMENIAL QUAL TY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
USCOE/Section 10 N/A
Stormwater Management Plan N/A
CAMA N/A
NCDOT Encroachment Agreement N/A
Railroad Encroachment Agreement N/A
Other: N/A
J. Residuals Management Plan
❑ For all new facilities, expanding facilities, or modifications that result in a change to sludge production and/or sludge
processes, provide a Residuals Management Plan meeting the requirements of 15A NCAC 02T .0504(i) and 1SA NCAC 02T
.0508;the Plan must include:
❑ A detailed explanation as to how the generated residuals(including trash,sediment and grit)will be collected, handled,
processed,stored,treated,and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
El A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil,grease,grit or screenings removal and collection is a designated unit process,a detailed explanation as to how the
oil/grease will be collected,handled,processed,stored and disposed.
® Not Applicable.
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 4: PROJECT INFORMATION
A. WASTEWATER TREATMENT PLANT FLOW INFORMATION—COMPLETE FOR NEW OR EXPANDING FACILITIES
1. Provide the following flow information:
Plant Flows
Existing Plant Design 12.0 MGD
Current NPDES Permit Limit 12.0 MGD
Current Annual Average 6.36 MGD
(past 12 months)
For Past 12 Months: For Past 24 Months:
Start Date:September 2021 Start Date:September 2020
End Date:August 2022 End Date:August 2022
Maximum Month 8.9 MGD 12.6 MGD
Maximum Day 24.5 MGD 24.5 MGD
Peak Hour 24.0 MGD 24.0 MGD
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 6

• State of North Carolina
,:; Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
B. WASTEWATER TREATMENT FACILITY DESIGN INFORMATION—COMPLETE FOR NEW OR EXPANDING FACILITIES AND
FOR TREATMENT PROCESS MODIFICATIONS
1. Have all of the requirements of 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General Statute 133-3, North Carolina
General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES Wastewater Treatment
Facilities been met by the proposed design and specifications?®Yes or❑ No. If no, provide justification as to why the
requirements are not met,consistent with 15A NCAC 02T.0105(n):
2. Provide the design influent and effluent characteristics that are used as the basis for the project design, and the NPDES
permit limits for the following parameters:
Project Basis of Design
Design Influent Design Influent
Influent Concentration Load
Concentration- (Must be (Must be
Current Annual supported by supported by
Average(past Engineering Engineering Design Effluent
12 months)if Calculations Calculations Concentration and/or NPDES Permit Limits
Parameter Available [Section 3.H]) [Section 3.H]) Load (monthly average)
Ammonia Nitrogen mg/L Summer 4.0 mg/L Summer
20.3 mg/L mg/L lb/day
(NH3-N)
mg/L Winter 8.0 mg/L Winter
Biochemical mg/L Summer 12.0 mg/L Summer
Oxygen Demand 337.5 mg/L mg/L lb/day
(BODs) mg/L Winter 24.0 mg/L Winter
Fecal Coliform per 100 mL 200 per 100 mL
Nitrate+ Nitrite
Nitrogen (NO3-N + mg/L Monitor and Report
mg/L
NO?-N)
Total Kjeldahl Not Measured
Nitrogen mg/L
mg/L Monitor and Report
Total Nitrogen mg/L
lb/year Monitor and Report
lb/year
mg/L Monitor and Report
Total Phosphorus 11.3 mg/L mg/L lb/day - mg/L
Monitor and Report
lb/year lb/year
Total Suspended
Solids(TSS) 216.2 mg/L mg/L lb/day mg/L 30.0 mg/L
3. Based on the"Project Basis of Design" parameters listed above,will the proposed design allow the treatment facility to
meet the NPDES Permit Limits listed above?®Yes or❑ No. If no,describe how and why the Permit Limits will not be
met:
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 7

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
L.,,ti:ONNCNTAL OV_:_ r`r APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
4. Per 15A NCAC 02T.0505(i), by-pass and overflow lines are prohibited. Is this condition met by the design?®Yes or❑No
If no,describe the treatment units bypassed,why this is necessary,and where the bypass discharges:
5. Per 15A NCAC 02T.0505(k), multiple pumps shall be provided wherever pumps are used. Is this condition met by the
design?®Yes or❑ No. If no,provide an explanation:
6. Per 15A NCAC 02T.050511),power reliability shall be provided consisting of automatically activated standby power supply
onsite capable of powering all essential treatment units under design conditions,or dual power supply shall be provided
per 15A NCAC 02H.0124(2)(a). Is this condition met by the design? ®Yes or❑ No. If no,provide(as an attachment
to this Application)written approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks,and
➢ Has sufficient storage capacity that no potential for overflow exists,and
➢ Can tolerate septic wastewater due to prolonged detention.
7. Per 15A NCAC 02T.0505(o),a minimum of 30 days of residual storage shall be provided. Is this condition met by the
design? ®Yes or❑ No. If no,explain the alternative design criteria proposed for this project in accordance 15A NCAC
02T.105(n):
8. Per 15A NCAC 02T.0505(q),the public shall be prohibited from access to the wastewater treatment facilities. Explain how
the design complies with this requirement: Proposed construction does not alter existing fence line. All proposed facilities
are located within the existing wastewater treatment plant fence.
9. Is the treatment facility located within the 100-year flood plain? ®Yes or❑ No. If yes,describe how the facility is
protected from the 100-year flood: Existing chemical room building has a finished floor elevation of 485.75. 100-year flood
elevation is between 480.6 and 482.2 based on FEMA FIRM 3710888200K Effective 11/17/2017.
C. WASTEWATER TREATMENT UNIT AND MECHANICAL EQUIPMENT INFORMATION—COMPLETE FOR NEW OR
EXPANDING FACILITIES AND FOR MODIFIED TREATMENT UNITS
1. PRELIMINARY AND PRIMARY TREATMENT(i.e., physical removal operations and flow equalization):
No.of Plan Sheet Specification Calculations
Treatment Unit Provided?
Units Type Size per Unit Reference Reference
(Yes or No)
Manual Bar Screen MGD at peak hourly flow N/A
Mechanical Bar N/A
Screen MGD at peak hourly flow
Grit Removal MGD at peak hourly flow N/A
Flow Equalization -- gallons N/A
ft diameter; ft side N/A
Primary Clarifier Circular water depth
Primary Clarifier Rectangular square feet; ft side N/A
water depth
Other N/A
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 8

State of North Carolina
Department of Environmental Quality
Division of Water Resources
it
_ APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
2. SECONDARY TREATMENT(BIOLOGICAL REACTORS AND CLARIFIERS)(i.e., biological and chemical processes to remove
organics and nutrients)
No.of Plan Sheet Specification Calculations
Treatment Unit Provided?
Units Type Size per Unit Reference Reference
(Yes or No)
Aerobic Zones/ gallons N/A
Tanks
Anoxic Zones/ N/A
gallons
Tanks
•
Anaerobic gallons N/A
Zones/Tanks
Sequencing Batch N/A
Reactor(SBR) gallons
Membrane gallons N/A
Bioreactor(MBR)
Secondary Clarifier Circular ft diameter; ft N/A
side water depth
Secondary Clarifier Rectangular square feet; ft N/A
side water depth _
Other N/A
3. TERTIARY TREATMENT
No.of Plan Sheet Specification Calculations
Treatment Unit Type Size per Unit Provided?
Units Reference Reference (Yes or No)
Tertiary Clarifier Circular ft diameter; ft N/A
side water depth
Tertiary Clarifier Rectangular square feet; ft N/A
side water depth
Tertiary Filter square feet N/A
•
Tertiary Membrane square feet N/A
Filtration
Post-Treatment N/A
gallons
Flow Equalization
Post-Aeration gallons N/A
Other N/A
4. DISINFECTION
No.of Plan Sheet Specification Calculations
Treatment Unit Units Type Size per Unit Reference Reference Provided?(Yes
or No)
gal/day per bank at N/A
Ultraviolet Light (Parallel;in peak hourly flow;
series)
number of banks;
number of lamps/bank
Liquid Sodium gallons of contact Yes(Dosing
Chlorination 2 and
Hypochlorite tank/unit
Containment)
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 9

State of North Carolina
!KZ Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL oUAL APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
Liquid Calcium gallons of contact Yes(Dosing
Dechlorination 2 and
Thiosulfate tank/unit
Containment)
5. RESIDUALS TREATMENT
No.of Plan Sheet Specification
Calculations
Treatment Unit Type Size per Unit Provided?
Units Reference Reference
(Yes or No)
Gravity Thickening square feet; ft side N/A
Tank water depth
Mechanical N/A
Thickening/ dry lb/hour
Dewatering
Aerobic Digestion gallons N/A
Anaerobic N/A
gallons
Digestion
Composting dry lb/hour N/A
Drying dry lb/hour N/A
Other N/A
6. PUMP SYSTEMS(include influent, intermediate,effluent, major recycles,waste sludge,thickened waste sludge and plant
drain pumps)
Capacity of
No.of Plan Sheet Specification
Location Purpose Type each pump
Pumps GPM TDH Reference Reference
N/A
7. MIXERS
Power of
No.of Plan Sheet Specification
Location Purpose Type each Mixer
Mixers (HP) Reference Reference
N/A
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 10

State of North Carolina
Department of Environmental Quality
Division of Water Resources
�1u A'r P:,'tratr;:r,'h
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
8. BLOWERS
Capacity of
Location No.of Purpose Type each Blower Plan Sheet Specification
Blowers (CFM) Reference Reference
N/A
•
9. ODOR CONTROL
No.of Plan Sheet Specification
Location Units Purpose Type Reference Reference
N/A
D. SETBACKS—COMPLETE FOR NEW WASTEWATER TREATMENT STRUCTURES
1. The minimum distance for each setback parameter to the wastewater treatment/storage units per 15A NCAC 02T.0506(b)
are as follows:
Is Minimum Distance
Minimum Distance Requirement met by the
Setback Parameter Required from Nearest Design?If"No",identify
Treatment/Storage
Unit Setback Waivers in Item D.2
Below
Any habitable residence or place of assembly under separate
ownership or not to be maintained as part of the project site 100 ft ®Yes ❑ No
Any private or public water supply source 100 ft ®Yes ❑ No
Surface waters(streams—intermittent and perennial, perennial 50 ft ®Yes ❑ No
waterbodies,and wetlands)
Any well with exception of monitoring wells 100 ft ®Yes ❑ No
Any property line 50 ft ®Yes ❑ No
2. Have any setback waivers been obtained per 15A NCAC 02T .0506(d)? ❑ Yes or ® No. If yes, have these waivers been
written, notarized and signed by all parties involved and recorded with the County Register of Deeds? ❑Yes or❑ No. If
no, provide an explanation:
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 11

State of North Carolina
BM' Department of Environmental Quality
Division of Water Resources
Water Resources
EMVIRONMINT,t.OU4.Rv APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 5: APPLICATION CERTIFICATION BY PROFESSIONAL ENGINEER
Professional Engineer's Certification per 15A NCAC 02T.0105:
I,James W. Holland, attest that this application package for an Authorization to Construct
(Typed Name of Professional Engineer)
for the South Burlington WWTP,Chlorination/Dechlorination Modifications
(Facility and Project Name)
was prepared under my direct supervisory control and to the best of my knowledge is accurate,complete and consistent
with the information supplied in the engineering plans,specifications,calculations,and all other supporting
documentation for this project. I further attest that to the best of my knowledge the proposed design has been
prepared in accordance with all applicable regulations and statutes, 15 NCAC 02H.0100, 15A NCAC 02T, North Carolina
General Statute 133-3, North Carolina General Statute 143-215.1, and Division of Water Resources Minimum Design
Criteria for NPDES Wastewater Treatment Facilities,and this Authorization to Construct Permit Application, except as
provided for and explained in Section 4.B.1 of this Application. I understand that the Division of Water Resources'
issuance of the Authorization to Construct Permit may be based solely upon this Certification and that the Division may
waive the technical review of the plans, specifications,calculations and other supporting documentation provided in this
application package. I further understand that the application package may be subject to a future audit by the Division.
Although certain portions of this submittal package may have been prepared,signed and sealed by other professionals
licensed in North Carolina, inclusion of these materials under my signature and seal signifies that I have reviewed the
materials and have determined that the materials are consistent with the project design.
I understand that in accordance with General Statutes 143-215.6A and 143-215.6B,any person who knowingly makes
any false statement, representation,or certification in any application package shall be guilty of a Class 2 misdemeanor,
which may include a fine not to exceed$10,000, as well as civil penalties up to$25,000 per violation.
North Carolina Professional Engineer's seal with written signature placed over or adjacent to the seal and dated:
't{.
CARD-
:\*0 • *ES%% ` /
Is
F .,.,
/ ,i• w. L11' \P
�,,,;tll1��1�\`
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 12

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
u+vIRop+n+cNiALoLI.+L I Y APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 6: APPLICATION CERTIFICATION BY APPLICANT
Applicant's Certification per 15A NCAC 02T.0106L1:
I, Craig Honeycutt,City Manager, attest that this application package for an Authorization to Construct
(Typed Name of Signature Authority and Title)
for the South Burlington WWTP Chlorination/Dechlorination Modifications
(Facility and Project Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I also understand that if all
required parts of this application package are not completed and that if all required supporting information and
attachments are not included, this application package will be returned to me as incomplete. I further certify that in
accordance with 15A NCAC 02T .0120(b),the Applicant or any affiliate has not been convicted of environmental crimes,
has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all
appeals have been abandoned or exhausted, are compliant with any active compliance schedule, and does not have any
overdue annual fees.
I understand that the Division of Water Resources' issuance of the Authorization to Construct Permit may be based
solely upon acceptance of the Licensed Professional Engineer's Certification contained in Section 5, and that the Division
may waive the technical review of the plans, specifications, calculations and other supporting documentation provided
in this application package. I further understand that the application package may be subject to a future audit.
I understand that in accordance with General Statutes 143-215,6A and 143-215.6E any person who knowingly makes
any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor,
which may include a fine to e ed $10 00, as well as civil penalties up to$25,000 per violation.
Signature: Date: 1D)a /-Z
THE COMPLETED APPLICATION AND SUPPORTING INFORMATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES/NPDES
By U.S. Postal Service By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET, 9TH FLOOR
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 13

Ara �
NCDENR f7
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, Ill
Governor Secretary
June 6, 2014
Robert C. Patterson,Jr.
Water Resources Director
P. O. Box 1358
Burlington,NC 27216-1358
Subject: Issuance of NPDES Permit
Permit NC0023876
South Burlington WWTP
Alamance County
Class IV
Dear Mr. Patterson:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES permit. This permit is issued pursuant to
the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
Proposed federal regulations require electronic submittal of all discharge monitoring reports
(DMRs) and specify that, if a state does not establish a system to receive such submittals, then
permittees must submit DMRs electronically to the Environmental Protection Agency (EPA). The
Division anticipates that these regulations will be adopted and is beginning implementation.
The requirement to begin reporting discharge monitoring data electronically using the NC
DWR's Electronic Discharge Monitoring Report (eDMR) intemet application has been added to your
final NPDES permit with eDMR reporting to begin no later than April 1, 2015. [See Special Condition
A. (10)]. For information on eDMR, registering for eDMR and obtaining an eDMR user account,
please visit the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr.
For information on EPA's proposed NPDES Electronic Reporting Rule,please visit the following web
site:
http://www2.epa.gov/compliance/proposed-npdes-electronic-reporting-rule.
1817 Mail Service Center,Raleigh,North Carolina 27699-1617
Phone:[phone]%Internet www.ncwaterquality,org
An Equal OpparluolpMirmaiive Action Employer

•
Robert C. Patterson, Jr., Water Resources Director
June 6, 2014
Page 2 of 3
Summary of Chances in Final Permit from Existing Permit
1) TSS, Ammonia as Nitrogen, and Fecal Coliform monitoring were reduced to 2/week. The
Exceptional Performance Criterion for monitoring reduction was met for these parameters and
implemented in this permit.
2) Outfall CO1 Total Delivered Nitrogen Load compliance date was revised to January 1, 2018,
and is contingent on the Permittee obtaining all necessary authorization-to-construct permits
to meet the limit prior to December 31, 2016. Compliance date and conditions as defined by
Jordan Lake Wastewater Discharge Rule (15A NCAC 02B .0270) as modified by North
Carolina Session Law 2011-394 (HB119) was implemented in this permit. [See Special
Condition A. (2)].
3) Total Copper and Total Zinc monitoring was reduced to quarterly to be in conjunction with
toxicity test. Division guidance for monitoring these action level parameters was implemented
in this permit.
4) Total Cyanide and Total Silver monitoring were removed but remain as pretreatment and
Effluent Pollutant Scan monitoring parameters. Division guidance for monitoring these
parameters was implemented in this permit.
5) Effluent Pollutant Scan seasonal monitoring requirement was revised to require a total of three
seasonal scans in designated years prior to the next permit renewal. In addition, a new
narrative was added alerting the Permittee to the four second species toxicity tests
requirements that must be completed prior to the next permit renewal. The US EPA permit
renewal requirements for seasonal scans and second species toxicity testing were defined in this
permit. [See Special Condition A. (5)].
6) Total Mercury monitoring and limit was removed but remain as pretreatment and effluent
pollutant scan monitoring parameter. A new special condition A. (9) Mercury Minimization
Plan (MMP) was added and must be completed no later than January 1, 2015. The US EPA
approved Mercury TMDL was implemented in this permit. [See Special Condition A. (9)].
7) Supplement to Permit Cover Sheet components list and Chronic Toxicity Pass/Fail Permit
Limit narratives were updated. [See Special Condition A_ (4)].
8) A Special Condition and footnote for electronic reporting of DMRs with compliance to begin
no later than April 1, 2015 was added to this permit. [See Special Condition A. (10)].
9) The transport factors, TNTF and TPTF, for East Burlington WWTP NC0023868 were corrected.
[See Special Condition A. (8)].
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless
such demand is made,this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect the
legal requirements to obtain other permits which may be required by the Division of Water Resources
or permits required by the Division of Land Resources,the Coastal Area Management Act or any other
federal or local governmental permits that may be required.

Robert C. Patterson, Jr., Water Resources Director
June 6, 2014
Page 3 of 3
If you have any questions concerning this permit,please contact Ron Berry at telephone
number(919) 807-6396 or at email [e-mail].
erely,
Sin /1441214AfL--
omas A. Reeder, Director
t ( Division of Water Resources, NCDENR
Attachments
Cc: Winston Salem Regional Office/Water Quality Programs
EPA Region IV (email)
Email: [e-mail]
WSS/Aquatic Toxicology Branch/Susan Meadows (email)
WSS/Ecosystems Branch/Steve Kroeger(email)
WSS/Ecosystems Branch/Carrie Ruhlman (email)
PWSS/Regional Engineer/Eric Hudson (email)
Mike Templeton(email)
Central Files
NPDES File

MCIQM&CREED
1730 VARSITY DRIVE,SUITE 500,RALEIGH,NC 27606
TEL[phone] •FAX[phone]
Project: South Burlington Wastewater Treatment Plant
Chlorination/Dechlorination Modifications
M&C Project Number: 02056-0007
Owner: City of Burlington
October 24, 2022 RECENED
Mr.Michael Montebello Nov 0 1 MaNORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NppES
DIVISION OF WATER RESOURCES/NPDES NCDECJID\N
1617 MAIL SERVICE CENTER
RALEIGH,NORTH CAROLINA 27699-1617
RE: Request for Authorization to Construct: Chlorination/Dechlorination Modifications
Dear Mr.Montebello:
This is a request for an Authorization to Construct to replace the existing disinfection(Chlorine)
and dechlorinating(Sulfur Dioxide)systems at the South Burlington Wastewater Treatment
Plant(NPDES Permit NC0023876). Due to recent discussions regarding safety risks at the plant
and to conform the wastewater treatment plants to use the same chlorination/dechlorination
chemicals as the water treatment plant,which switched to sodium hypochlorite in May 2021,
the South Burlington WWTP is planning to switch over from Chlorine gas to Sodium
Hypochlorite(chlorination)and from Sulfur Dioxide to Calcium Thiosulfate(dechlorination).
Additionally, the City has experienced concerns regarding the ability to obtain chlorine gas in a
timely fashion. During the recent railroad negotiations,the City was told that the railroad was
suspending deliveries of chlorine gas so the railroad would avoid having tanker cars full of a
potentially dangerous chemical sitting unmonitored on tracks for an indefinite period of time
should the strike occur. Other chemicals may be delayed should a transportation strike occur,
but chlorine gas was impacted by the possibility of a strike.
For the chlorination system,the plant will be changing the existing two(2)Regal Chlorinators
(2,000 lb/day)to two(2)3,000-gallon storage tanks pumped via four(4) [two(2)per tank for
redundancy] Grunfos DME 150-4AR diaphragm chemical feed pumps each with a capacity of
39.6 gallons per hour at 58 psi pressure. For dechlorination, the plant will be changing the two
(2)Regal Sulfonators(1,000 lb/day)to two(2)275-gallon totes pumped via four(4) [two(2) per
1/2

v McKIM&CREED
v
1730 VARSITY DRIVE,SUITE 500,RALEIGH, NC 27606
TEL[phone] •FAX[phone]
tote for redundancy]Grundos DME 150-4AR diaphragm chemical feed pumps each with a
capacity of 39.6 gallons per hour at 58 psi pressure.
The City's Maintenance Division will be installing the equipment which also includes the
piping and electrical components. The concrete containment pad and building will be
contracted out.
The new equipment will be installed without interrupting the existing equipment and we do
not anticipate any issues with the NPDES permit requirements.
Once the Authorization to Construct has been approved,construction and start-up is
anticipated to take approximately 6 months to complete.
The maximum daily flow observed for the requested reporting period in the application is 24.0
MGD.
In Section C.4 Disinfection of the Permit Application,the chlorination and dichlorination types
(chemicals)have been updated. However, there is no change to the Size per Unit as the number
of feed units is being maintained between the previous chlorination/dichlorination chemicals
and the new chlorination/dichlorination chemicals.
If you need any additional information, please contact James Holland,Design Engineer, at(704)
841-2588. Thank you for your assistance on this matter.
Regards,
r /17147
es Holland,PE
le
'rocess Lead
McKim and Creed
Attachments:
Authorization to Construct Permit Application,ATC-12-14
Part I of latest Final NPDES permit
Schematic Plans for Modifications,Signed and Sealed by Registered P.E.
Engineering Specifications
Engineering Calculations
2/2

McIQM&CREED
F N(INFFRS SI IRVFVORS RI ANNFRS
Transmittal
Company: NC DEQ Division of Water Resources RECEIVED
Address: 512 N Salisbury Street NOV 0 1 2022
9th Floor
Raleigh, NC 27604 NCDEQIDWRINPDES
Attn: Mr. Michael Montebello
From: Dan Peplinski, PE
Project: South Burlington WWTP
Project No.: 02056-0007
Subject: ATC Permit Application
Date: 10/31/2022
Copy:
We transmit:
® Enclosed ❑ Under separate cover via:
The following:
❑ Drawings ❑ Shop Drawings ❑ Copy of letter ❑ Other
❑ Specifications ❑ Samples ❑ Product Literature
Copies Date Description Action
1 10/31/2022 Hard copy of ATC Permit Application
1 10/31/2022 Electronic copy of ATC Permit Applicatio
Action Code
A For your approval D No exception taken G Revise and resubmit J See remarks below
B For your use E Make corrections noted H Submit specified item
C As requested F Rejected I Resubmit after contractor review
Remarks:
Submitted by: Dan Peplinski
If enclosures are not as noted, please inform us immediately. If checked below please:
❑ Acknowledge receipt of enclosures ❑ Return enclosures to us
Document

MCIQM&CREED
Transmittal
Company: NC DEQ Division of Water Resources
Address: 512 N Salisbury Street
9th Floor
Raleigh, NC 27604
Attn: Mr. Michael Montebello
From: Dan Peplinski, PE
Project: South Burlington WWTP
Project No.: 02056-0007
Subject: ATC Permit Application
Date: 10/31/2022
Copy:
We transmit:
® Enclosed ❑ Under separate cover via:
The following:
❑ Drawings ❑ Shop Drawings ❑ Copy of letter ® Other
❑ Specifications ❑ Samples ❑ Product Literature
Copies Date Description Action
1 10/31/2022 Hard copy of ATC Permit Application
1 10/31/2022 Electronic copy of ATC Permit Applicatio t
Action Code
A For your approval D No exception taken G Revise and resubmit J See remarks below
B For your use E Make corrections noted H Submit specified item
C As requested F Rejected I Resubmit after contractor review
Remarks:
Submitted by: Dan Peplinski
If enclosures are not as noted, please inform us immediately. If checked below please:
❑ Acknowledge receipt of enclosures [' Return enclosures to us
Documentl

—
FINAL DRAWING
FOR REVIEW PURPOSES ONLY
NOT FOR CONSTRUCTION
QUICK CONNECTCOUPLING
C G
SHUT OFF VALVE
-FLOW CONTROL VALVE
- -*---4-1
FILL LINE T
OUTSIDE WALL
• Vent Line IP- IMP
J
' J
A
— . (----- t ---- A ® A �
z Pump 2A
, z r ,,,, -
Lu
13'6" ¢ 1 Pump 2
p TANK 2 �- TANK 1 -
U SODIUM
Q HYPOCHLORITE Pump 1A
0
Lu EYE WASH-
co
EMERGENCY Pump 1
SHOWER
i
t CAP
-
SECONDARY CONTAINMENT WALL
31' 6" _-►
,. .�a S ART D. MAY p„
-
.H t;AR„• v�M�TQM&CREEDS�E
P.• ��;- SOUTH BURLINGTON WWTP a1 'pu g :oLE, CU1•U
A.O.•FESSid..
QO IR jI'l Venture IV Building.Suite 500C.DESIGNED AS NOTED ow KED
A w.
JV]l% iS�.= 1730 varsity orrve CIVIL PLANT aaoJ%Grs NOTED
wAW
�ya/MErkP• Raleigh.North Caroline 27606-2689 � w.0
s' c' Phone'(919)2"-8091,Fey(919)2".8031 SODIUM HYPOCHLORITE STORAGE SYSTEM
w»w„ ��•' �,I,i,\„�S0Ji..: wvw corn rams
''11 m wm FINAL DRAWING'
RFVIsiONs SCHEMATIC CS NOT FOR CONSTRUCTION

FINAL DRAWING
FOR REVIEW PURPOSES ONLY
NOT FOR CONSTRUCTION J FROM CHLORINE CONTACT
\CHLORINE ANALYZER TANK EFFLUENT
\\ 4 t t
\ -pH PROBE
11 --TO SCADA
� -1- / TO CHLORINE CONTACT BASIN
I� - Imo'
I J.
TO I
DRAIN 1
I TO ®
DRAIN
TO CHLORINE CONTACT BASIN
®
VENT LINE FROM TANKS A VENTS THROUGH WALL VENTS THROUGH WALL
L
PRESSURE --PRESSUREik t
GAUGE GAUGE
I I
A O A O A 0 A 0
® 0 0 0
DRAWDOWN DRAWDOWN
PUMP 1A CYLINDER CYLINDER PUMP 2 PUMP 2A
PUMP 1 v a
a
Q PRV LA
PRV I 1 gPRV gPRV
4.5" ' 12"
SUPERIOR
® I® VACUFEED-X
® SYSTEM
A " 1 4" H 5" 6" A
6"
PRESSURE RELIEF TO STORAGE TANK 44 Ow
4.5" — 12"
10" 4
HYPOCHLORITE FEED FROM TANKS
PROJ.START DATE. "AT 2021 SCALE
Ps.t CARD'', vl1VI�KIM CREED SOUTH BURLINGTON WWTP .cE,N J 0 a2 : HORIZONTAL
CO2.0
�d•Q� t DESIGNED
4AI(,•/ l� Venture IV Building.Suite 500 GMECIEED oKR V FRTICA.
��+ 1730 Varsity Drive CIVIL PLANT PROD.MGR. JwN AS NOTED A
P•. Raleigh.North Carolina 27606-2689
F< sII Phone[phone].Fax[phone]' SODIUM HYPOCHLORITE FEED SYSTEM
•r 111 FINAL DRAWING'
*Eve. o....o-ram .uor.0 20 O IIIt,,,,t.,j�. e O oO rOTe sTnTus
0 0,o • tl adm eea.cDm SCHEMATIC NOT FOR CONSTRUCTION,
��HEV134NS

FINAL DRAWING
FOR REVIEW PURPOSES ONLY
NOT FOR CONSTRUCTION
TO DECHLORINATION
► M. 0
TO DECHLORINATION
A
16"
6"
PRESSURE --- PRESSURE
GAUGE ' GAUGE
1 1 1 1
AO A ® 14" A A
1
PUMP 1A PUMP=�?� ,.- PUMP=A
PUMP 1 •
E g
1 _,,I
PRV PRV I PRV ' : PRV
12" I
4" — 6" A A
.4 ® , ® .
6"
t t
PRESSURE RELIEF TO TOTES ► -
- 16.5"
10" A
CALCIUM THIOSULFATE FEED FROM TOTES
► ►
.,..,� ;11N vIvMK M CREEDewa START DATE °N0A.=a=, SCALE
`�aP�.ECi O(�% SOUTH BURLINGTON WWTP M`E Pa`" �, �_�-^- CO3.0
eRAwN+
�=:e0 CESiGREC nNa AS NOTED Vu�.c. k
CHECKED A
l �1 ' Venture IV Building,Suite 500 onv -.=_anc.g 1 4! = 1730 Varsity Drive CIVIL PLANT PRO.MGR ASH AS NOTED
p: Raleigh.North Carolina 27806-2689
,,> 1 Phone [phone].Fax[phone] A
�� �- ' ,,LL11 !E411q NC Lowe.r• z CALCIUM THIOSULFATE FEED SYSTEM sT.Ts FINAL DRAWING'
,—...—,...—.^ —' rvn..mckln'oreea.com SCHEMATIC NOT FOR CONSTRUCTION,
m REVISIONS i

FINAL DRAWING
FOR REVIEW PURPOSES ONLY
NOT FOR CONSTRUCTION j
OUTSIDE WALL
- TRUE UNION, TYP.
1,000 L/275 GALLON--
CALCIUM
THIOSULFATE TOTES
374 GALLON SPILL
CONTAINMENT BERM
INSTALL ON TOP OF TO CHEMICAL
EXISTING SCALES METERING PUMPS
•
•
�.". o[fcnPliOu r.r ti .C..FCj vROJ START OATS MAY 3021 / C..L[ `
+ 9Wird vllVicIQIVI CREED SOUTH BURLINGTON WWTP ;E, '" °'°'¢°°� R�61�DM-.L C04.0
VenNre V Building,SUrte 500 ]ESIGNEC DNP tit MOT. y nwo womb,
j19 1730 varairy DaveEQED A
y Raleigh.North Carolina 27696-2689 CIVIL PLANT PROD.MGR JwM Ae MOTEU
'i4fMEE•O phone.[phone],Fax 919,233-e031 CALCIUM THIOSULFATE STORAGE SYSTEM
NC Lk:owe werw Frzr�aeacoD, SCHEMATIC NOT FOR FINAL DWING
CONSTRC TION
co-z REVI$ION$

SOUTH BURLINGTON WWTP
CHLORINATION/DECHLORINATION MODIFICATIONS
CALULATIONS COVER PAGE

• •
City of Burlington • •'lam A 7�
South Burlington WWTP = 7
10/11/2022
•� f MEE ik P,�p\�i.� z
\\\%y
Chlorine Contact Tank Dimensions
ft chlorine contact length
ft chlorine contact width
2948 sq.ft. calculated chlorine contact basin area
OR
sq.ft. measured chlorine contact basin area(from scaled drawing)
Residence time(t)calculation
MGD plant flow
contact chambers
ft water depth in contact chambers
14742 ft3 volume in each contact chamber
6 MGD plant flow through each chamber
802085 cu ft/d plant flow through each chamber
0.018 d residence time in contact basin at design flow
26.5 min residence time in contact basin at design flow
Calculation Method
N/Na= [(CRt)/b)
N = number of organisms remaining after disinfection time,t
No = Number of organisms present before disinfection
CA = chlorine residual remaining at time t
t = contact time, min
b = value of x-intercept of plot of-log(N/No)vs.CAt,when N/No=1(log[N/No] =0)
n = slope of inactivation curve(described in b above)
Typical values for fecal coliform
b = 3.0
n = 2.8

Assumed virus removal prior to disinfection and determination of N and No
viruses/100 mL in influent
viruses/100 mL after filter, No
100 viruses/100 mL in effluent after disinfection, N
Design Value for disinfection concentration
Solve for CRt
CRt=b* (N/No)l�n
CRt = 183.2 mg-min/L
CR = 6.9 mg/L
Disinfectant Feed Rate, NaOCI
Disinfectant
available chlorine
disinfectant feed rate,q,,
qc,Na0C1 = CR* Q* (1,000,000 ga1/1 MG)* (1 day/24 h) * (1/available chlorine) * (1 g/1000 mg)
g/L available chlorine in 12.5%solution
23.4 Disinfectant feed rate,gph
3,000 gallons of disinfectant will last approximately
128.3 hours
5.35 days
at this rate of consumption(full plant capacity of 12 MGD)
Plant has two tanks of this size,so plant capacity is twice that shown above
For comparison,calculations are presented for chlorine consumption,as well
All calculations above up to Disinfectant Feed Rate remain the same for the two disinfectants

Disinfectant Feed Rate,Cl2
Disinfectant
available chlorine
disinfectant feed rate,qc
qc.C12 = Ca*Q* (1,000,000 gal/1 MG) * (1 day/24 h) * (1/available chlorine)* (1 g/1000 mg)
cylinder capacity,tonnes
max.filling weight,kg
target concentration in wastewater, mg/L
1,892,705.91 design plant flow rate, Iph
18,927,059.09 Cl2 feed rate, mg/h
18.93 Cl2 feed rate, kg/h
18.93 Disinfectant feed rate,kg/h
a 1-ton cylinder of chlorine gas will last approximately
52.8 hours
2.20 days
at this rate of consumption(full plant capacity of 12 MGD)
Plant has a minimum of two cylinders on site,so plant capacity is twice that shown above

City of Burlington .�. Lt
South Burlington WWTP L r
10/11/2022
Dechlorination chemical ` �0�
.MEE�% � zZ
Dechlorination Contact Time
LF discharge pipe after dechlorination agent injection
in diameter of discharge pipe
7.07 sq.ft. cross-sectional area of discharge pipe
Plant Flows
MGD plant flow
1114 cu.Ft./min plant flow
157.6 ft/min velocity(assuming full pipe flow)
1.59 min residence time in discharge line
Dosing Calculation Method
average plant pH
1.37 H 6.6 m dechlorination chemical m residual chlorine b extra olation
@P g / B Y P
-@ pH 7.35 mg dechlorination chemical/mg residual chlorine
@ pH 11 mg dechlorination chemical/mg residual chlorine
anticipated chlorine residual
mg/L average
6.92 mg/L maximum(disinfectant feed concentration,CR)
Assume at plant pH:
mg CaS2O3/mg residual chlorine
dechlorination chemical concentration
Dechlorination dosing,qd
residual chlorine*dechlor ratio*plant flow*(1000000 gal/1 MG)*(1 day/24 h)*(1 g/
gd,;:s20+ = 1000 mg)/(dechlor concentration*dechlor density)
qd = 2.43 gal/hr

A 273 gallon tote will last
112.3 hours
4.68 days
at this rate of consumption
Plant has a minimum of two totes of this size,so plant capacity is twice that shown above
For comparison,calculations are presented for sulfur dioxide,as well
P �
All calculations above up to Dechlorination Dosing remain the same for the two disinfectants
Dechlorination feed rate,SO2
Dechlorination dosing,qd
908 typical cylinder contents,kg
1.2 SO2 dosing per mg/L Cl2 residual,mg/L
residual chlorine*dechlor ratio*plant flow*(1000000 gal/1 MG)*(1 day/24 h)*(1 kg/
qd = 1000000 mg) (3.785 L/gal)
qd = 2.271 kg/hr
A 908 kg(1 ton)cylinder will last
399.8 hours
16.66 days
at this rate of consumption
Plant has a minimum of two cylinders of this size,so plant capacity is twice that shown above

FINAL SPECIFICATIONS
FOR REVIEW PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
SOUTH BURLINGTON WWTP
CHLORINATION/DECHLORINATION MODIFICATIONS
COVER PAGE
-•`c'rG f MEN••
r`� /dgl L'

9/19/2017 Spears®Super Sourcebook
Schedule 80 CPVC Product
CPVC Industrial Pipe SPEi�IS
Std Mstr Prod i - Sid Mstr Prod1
rt Number Size Part Number Size l
_ Pk Ctn Code Pk Ctn i Code
ripe-CPVC Schedule 40 Plain End Pipe-CPVC Schedule 40 Plain End(continued)
20'Le is,Price Per Foot
10'Lengths,Price Per Foot i t •Pipe sold in . •. lengths or liftquantities No cut lengths.
•No return on Pipe
PD 400-001C-10 1/8 1 570 0 745 .Large orders may be shipped directly from Spears®Manufacturing facility.
PD-400-002C-10 _ 1/4 570 i 0 745 Note: Multiple drops may be made on TL shipments. Contact Spears
PD-400-003C-10 3/8 i 570 0 745 Regional Distribution Center for requirements and drop-off charges.
PD-400-005C-10 1/2 10 0 745
PD-400-007C-10 3/4 10 0 745 •See Spears`5 Manufacturing Cornpany Terms and Conditions of Sale for
PD 400-010C-10 _ 1 10 0 745 freight requirements.
PD-400-012C-10 1-1/4 10 0 745
113D-400-015C-10 1-112 10 0 745 ASTM 0-1784
PD-400-020C-10 2 10 0 745 ASTM F-441 Schedule 40 CPVC Plain End Pipe
PD-400-025C-10 2-1/2 10 0 745 10'Length 20'Length
ax
_PD-400-030C-10 3 _ 10 0 745 M Skid Skid Weight
Size Work Avg 0D Min Wall
PD-400-040C-10 4 10 ' 0 745 Quantity Quantity Per FT
PD-400-050C-10 5 10 0 745 Pressure FTIPleces FT/Pieces
PD-400-060C-10 8 10 0 745 1/8" 910 0.405 0.068 2850/285 5700/285 .056
PD-400-080C-10 8 10 0 745 1/4" 790 0.540 0.088 2850/285 5700/285 .096
PD-400-100C-10 10 10 ' 0 745 3/8" 620 0.675 0,091 2850/285 5700/285 .128
PD-400-120C-10 12 10 0 745 1/2" 600 0.840 0.109 2430/243 4860/243 185
PD-400-140C-10 14 10 0 943 3/4" 480 1.050 0.113 1540/154 3080/154 .246
PD-400-160C-10 -- 16 10 I 0 943 1" 450 1.315 0.133 2520/252 5040/252 .362
PD-400-180C-10 18 10t 0 943 1.1/4" 370 1.660 0.140 1230/123 2460/123 .489
PD-400-200C-10 20 10 i 0 943 1.112" 330 1.900 0.145 1720/172 3440/172 .585
'PD-400-240C-10 24 10 0 943 ' 2" 280 2.375 0.154 1230/123 2460/123 783
Pipe-CPVC Schedule 40 Plain End 2-1/2" 300 2.875 0.203 540/54 1080/54 1.237
3" 260 3.500 0.216 460/46 920/46 1.619
20'Lengths,Price Per --' 4" 220 4.500 0.237 340/34 680/34 2.306
Foot '.. ," � 6" i 180 6.625 0.280 170/17 340/17 4.603
8" 160 8.625 0.322 90/9 180/9 6.136
b-400-001C_ 1/8 1140 0 745 10" 140 10.750 0.365 110/11 220/11 8.886
'D-400-002C 1/4 1140 0 745 12' 130 12.750 0.406 80/8 160/8 11.751
,-D-400-003C 3/8 1140 0 745
PD-400-005C 1/2 20 • 0 745
PD-400-007C 3/4 20 0 745 Pipe-CPVC Schedule 80 Plain End
t0000ioo
PD-400-010C 1 20 0 745 `"--' -
PD-400-012C 1-1/4 20 0 745 10'Lengths,Price Per Foot
PD-400-015C _ 1-1/2 20 0 745
PD-400-020C 2 _ 20 0 745 PD-800-001C-10 1/8 570 0 745
PD-400-025C 2-1/2 20 0 745 PD-800-002C-10 114 570 0 745
PD-400-030C 3 20 0 745 PD-800-003C-10 3/8 570 0 745
PD-400-040C 4 20 0 745 •
PD-400 050C -_ 5 20 0 745 • PD-800-005C-10 1/2 10 0 745
PD-400-060C _ 6 20 0 745 PD-800-007G10 _ 314 10 0 745
_PD-400-080C 8 20 0 745 PD 800-010C-10 1 10 0 745
PD 400-100C 10 20 0 745 PD-800-012C-10 1-1/4 10 0 745
PD 400 120C 12 20 0- 745 PD-800-015C-10 1.1/2 10 0 745
PD-400-140C 14 20 0 943 PD-800-020C-10 Z 10 0 745
PD-400-160C 18 20 0 943 PD-800-025C-10 2-1/2 10 0 745
PD-400-180C 18 _20 0 943 PD-800030C-10 3 10 0 745
PD-400-200C 20 20 0 943
PD-400-240C ----' 24 20 0 943
Made in the U.SA. Suitable for Oil-Free air handling to 25 psi,not for distribution of compressed air or gas Page 2
See MSRP-1 Sheet or Check Spears®On-line Catalog @ www.spearsmfg.com for Pricing
http://63.156.201.111/SMC/SCH8OCPVC_IP-1.htm#IP10 2/3

9/19/2017 Spears®Super Sourcebook
Schedule BO CPVC Product
YE CPVC Schedule 80 Fittings
T Std 1 MstrI Prod
1 Tees Part Number Size
—__ Pk ' Ctn Code
Std Mstr Prod
mart Number Size Pk i Cm I Codel Tee-Reducing(continued)
- Socket x Socket > •t
801-251C 2X1-1/2 10 0 090
Tee _ 801-254C' 2X2X4 1 0 090
801-287C 2-1/2X1/2 10 0 • 090
Socket x Socket x Socket 801-288C 2-1/2X3/4 10 0 090
• 801-289C 2-1/2X1 10 0 090
801-002C 1/4 50 300 090 801-290C 2-1/2X1-1/4 10 0 090
801-003C 3/8 25 150 090 801-291C L. 2-1/2X1-1/2 10 0 090
801-005C 1/2 25 200 090 601-292C 2-1/2X2 10 0 090
1801-007C 3/4 15 120 090 1T01-333C' 3X1/2 5 0 090
801-010C 1 25 0 090 801-334C' 3X314 5 0 090
801-012C 1-1/4 10 0 090 801-335C 3X3X1 5 0 090
801-015C 1-1/2 10 0 090 !801-336C' _ 3X1-1/4 5 0 090
801-020C 2 10 0 090 �— ---
801-025C 2-1/2 10 0 090 I W01-337C _ 3X3X1-1/2 5 0 _090
1-338C 3X2 5 0 090
801-030C 3 5 0 090
_ 801-339C 3X2-1/2 6 0 090
801-040C 4 5 0 090 801415C1 4X112 5 0 090
801-050C 5 5 0 090 i 801-416C' 4X3/4 5 0 090
801-050CF 5 1 4 097 801_417C 4X1 5 0 090
801-060C 6 2 0 090 B01_418C' 4X1-1/4 5 0 090
801-080C 8 2 0 090 801-419C 4X1-1/2 5 0 090
801-100C 10 1 0 ! 091
801-420C 4X2 5 0 090
801-100CF 10 1 0 097 B01-421C' 4X2-1/2 5 0 i 090
801-120C _ 12 1 0 091 '801-422C 4X3 5 0 090
801-120C1 12 1 0 ' 097 801-426C' 4X6 4 0 090
801-140C 14 1 0 095 '8 - -
801-488C 5X3 4 0 090
801-140CF 14 1 0 097 801-490C1 5X4 4 0 090
801-160CF 16 1 0 097 601-484C' 5X1-1/2 4 0 090
801-180CF 18 1 0 097 801-486C1 5X2 4 0 090
401-200CF 20 1 0 097 '801-524C' 6X3/4 5 0 090
1-240CF 24 1 0 097 801-525C 6X1 6 0 090
801-525CF 6X1 1 3 097
Tee-Reducing ) 801-526C' _� 6X1-114 4 0 090
801-526CF 6X1-1/4 1 3 097
Socket x Socket x Socket , 801-527C1 6X1-1/2 4 0 090
i801-527CF 6X1-1/2 1 4 097
801-101C 3/4X1/2 15 120 090 801-528C _ 6X2 6 0 ; 090
801-130C 1X1/2 15 0 090
801-528CF 8X2 - --- 1 4 097
801-131C 1X3/4 _1 15 0 090 801-529C1 8X2-1/2 4 0 090
801-157C 1-1/4X1X3/4 i 12 0 090
801-529CF 6X2-112 1 3 097
801-158C 1-1/4X1X1 _ 15 0 090 801-530C' 6X3 5 0 090
801-159C 1-1/4X1X1-1/4 15 0 090 801-530CF _ 6X3 1 3 097
801-166C' 1-1/4X1/2 10 0 090 801-532C 6X4 5 0 090
801-167C 1-1/4X3/4 12 0 090
_ 801-575CF _ 8X1 1 3 097
801-168C 1-1/4X1 15 0 090 g01-576CF w 8X1-1/4 1 0 097
801-202C 1-1/2X1-1/4X1 10 0 090
801-577CF 8X1-112 1 0 097
801-209C 1-1/2X1/2 10 0 090 801-578C1 8X2 2 0 090
801-210C 1-112X3/4 15 0 090 801-578CF 8X2 1 2 097
801-211C 1-1/2X1 10 0 090 801-579CF 8X2-1/2 1 2 ' 097
801-212C 1-1/2X1-1/4 _` 10 0 090 801-580C' 8X3 2 0 090
801-247C 2X1/2 _ 10 0 090 801-580CF 8X3 1 2 097
801-248C 2X3/4 i 10 0 090 801-582C' 8X4 2 0 090
801-249C 2X1 10 0 090 801-582CF 8X4 1 2 097
801-250C f 2X1-1/4 10 i_ 0 ( 090 i 801-585C 8X6 2 0 090
1801-618CF 10X1 1 0 097
Page 5 Suitable for Oil-Free air handling . ry to 25 psi,not for distribution of compressed air or gas Sp, Mlacnrt g Company
See MSRP-1 Sheet or Check Spears On-line Catalog @ www.apearsmfg.com for Pricing
http://63.156.201.111/SMC/SCH8OCPVC_80C-1.htm#80C200 2/32

9/19/2017 Spears®Super Sourcebook
Schedule 80 CPVC Product11.
CPVC Schedule 80 Fittings SPEARS
Tees 90°Ells
Mstr Prod Std Mstr i Prod
rart Number Size Part Number Size
PkStd l Ctn(Code Pk Ctn Code
'ilk
Tee-Special Reinforced Reducing
411111. 90°Ell
Socket x SR Fipt-Stainless Steel Collar x
Socket Socket x Socket
(See also Gauge & Instrument Fittings for additional 806-002C 1 1/4 50 300 090
configurations) 806-003C 3/8 25 150 090
1803-095CSR _ L 3/4X1/2X3/4 15 0 096 1 806-005C 1/2 20 ' 240 090
806-007C — 3/4 20 160 090
Tee A 806-010C 1 25 0 090
806-012C 1-114 10 0 090
Fipt x Fipt x Fipt 806-015C _ 1-1/2 10 0 090_
806-020C 2 25 0 090
'805-002C 1/4 25 150, 090 806-025C 2-1/2 5 0 090
805-003C 3/8 } 25 1150I 090 i 806-0300 3 6 0 090
805-005C 1/2 I20 120 090 806-040C 4 5 0 090
805-007C 3/4 _ 15 t 120 090 806-0500 5 4 0 090
805-0100 1 15 0 090 806-050CF 5 1 4 097
805-012C 1-1/4 10 0 090 806-060C 6 4 0 090
805-015C 1-1/2 10 0 090 806-080C 8 2 0 090
805-020C 2 10 0 1 090 806-080CF 8 1 0 097
805-025C 2-1/2 5 0 ' 090 '806-100C 10 1 0 091
805-030C 3 5 0 090 806-100CF 10 1 0 } 097
805-040C 4 5 0 090 806-120C 12 1 0 1091
805-0600F' 6 1 2 097 806-120CF 12 1 0 097
"Sized with Female Adapter 806-140C 14 1 0 095
1106-140CF 14 1 ' 0 097
Tee-Special Reinforced 806-160C F 18 1 0 097
808-180CF 18 1 0 097
}Fipt x SR Fipt x SR Fipt-Stainless Steel ,806-200CF 20 1 0 097
Slier
806-240CF 24 1 0 097
005-002CSR 1/4 20 160 1 096 1
805-003CSR 3/8 25 150 096 ,
805-005CSR i 1/2 25 150 096 90 EII-Sweep
805-007CSR I 3/4 25 100 096 Socket x Socket
805-010CSR I 1 I 15 ' 0 096 i '" __
805-015CSR 1-1/2 101 0 096 806-005SC 1/2 25 150 090
805-020CSR 2 10 ! 0 096 806-007SC _ 3/4 25 100 090
806-010SC 1 20 0 090
806-0125C 1-1/4 25 0 090_
Tee-Street 806-015SC 1-1/2 25 0 090
Spigot x Socket x Socket '6----: 0 806-020SC 2 25 0 090
r
844-005C i 1/2 25 200 090 90°Ell-Long Sweep
844-007C 3/4 15 120 090
844-010C 1 15 0 090 - av . Socket
844-012C 1-1/4 10 0 090
844-015C _1-1/2 10 0 090 806-005LSCF 1/2 ! 25 1 0 T 097
844-020C 2 10 0 090 806-007LSCF 3/4 25 0 097
806-010LSCF 1 25 0 097
806-012LSCF 1-1/4 25 0 097
806-015LSCF 1-1/2 25 0 097-
806-020LSCF __ 2 1 10 097
Mode in the U.S.A. Suitable for OIl-Free air handling to 25 psi.not for distribution of compressed air or gas Page 8
See MSRP-1 Sheet or Check Spears®On-line Catalog©www.spearsmfg.com for Pricing
http://63.156.201.111/S MC/SC H8OCPVC_80C-1.htm#80C240 5/32

9/19/2017 Spears®Super Sourcebook
SPEARS Schedule 80 CPVC Product
CPVC Schedule 80 Fittings
` ', Crosses SO Mstrl Prod
Std Mstr Prod Part Number Size
'art Number 1 Size Pk Ctnode I I Pk Ctn Code
Cross-Reducing(continued)
Socket x Socket x Socket x Socket Coupling
Iti820-700CF 14X10 1 0 097
820-702CF 14X12 1 0 097 Socket x Socket u°"'
820-751CF _ 16X2 1 0 097
820-753CF 16X3 1 0 097 829-002C 114 125 450 090 j
820-754CF 16X4 1 0 097 829-003C 3/8_ 25 150 0901,
820-756CF MG 1 0 097 829-005C 1/2 25 150 090
820-758CF 16X8 1 0 097 829-007C 314 15 90 090
820-760CF 16X10 1 0 097 829 010C 1 15 90 090
820-762CF 16X12 1 0 097 829 012C 1-1/4 10 60 090
820-764CF 16X14 1 0 097
829-015C 1-1/2 10 40 090
820-781CF 18X2 1 • 0 0979 020C 2 20 0 090
820-783CF 18X3 1 0 097 829-025C 2-1/2 10 0 090
820-784CF 18X4 1 0 097 829 030C 3 5 0 D90
J
820-786CF 18X6 1 0 097 829-040C 4 5 0 090
820-788CF 18X8 1 0 097 829-050C 5 6 0 090
!820-790CF 18X10 1 0 097 829-060C 6 4 0 090
829-080C 8 - 4 0 j 090
820-792CF 18X12 1 0 097
820-794CF 18X14 1 0 097 829-100C 10 1 0 091
820-796CF 18X16 1 0 097�
829-100CF 10 1 0 097
.- 829-120C 12 1 0 091-
Sized with Bushing 829.120CF 12 1 0 097
829-140C 14 1 0 095
Couplings 829-140CF i 14 1 0 097
829-160CF 18 1 0 097
Part Number Size Gasket to Std Mstr Prod 829 0_ 097
I _ 1 -180CF 18 1 Gasket-L1 Pk Ctn Code 829-200CF 20 1 0 097
829-240CF 24 1 0 097
Jpair Coupling-Fabricated L1 Coupling-Reducer
tilP
Gasket x Gasket Socket x Socket
828-020CF ` 2 6 T 1 15 097 1 829101C 3/4X1/2 50 400 090
828-030CF 3 11-3/4 1 5 097 090 829130C 1X1/2 25 200
828-040CF _ 4 15 1 4 097 829-131C 1X3/4 25 200 090_
828-060CF _ 6 18-1/4 1 2 097 829-166C 1-1I4X1/2 25 0 090
828 080CF 8 19 1 2 097 829-167C 1-114X314 25 j. 0 090
828-100CF r 10 21-1/4 1 0 097 829-168C 1-114X1 25 1 0 090
828-120CF _.— 12 21-3/8 1 0 097 829-209C 1-1/2X1/2 25 0 090
828-14OCF 14 21 1 0 097 829-210C 1-112X314 25 0 090
—
828-16OCF 16 22-1/4 1 0 097 829-211C 1-1/2X1 25 0 1090
828-180CF 18 22-5/8 1 0 097 829-212C 1-1/2X1-1/4 25 0 090
828-200CF —
20 23-1/2 1 0 097 ' 829-247C 2X1/2 25 0 090_
828-240CF 24 23-1/2 1 0 097 829 248C 2X314 10 80 090
829-249C 2X1 25 0 090
829-250C 2X1-1/4 10 0 090
829-251C 2X1-1/2 101 40 090
829-290C' 2-1/2X1-1/4 10 0 090
829-291C 2-1/2X1-1/2 10 0 090
829-292C 2-1/2X2 �10 0 090_
829-335C1 3X1 8 0 090
829-336C' 3X1-1/4 6 ' 0 090
829-337C1 3X1-1/2 8 i 0 090
Page 13 Suitable for Oil-Free air handling to 25 psi,not for distribution of compressed air or gas Sp. , Manufacturing Company
See MSRP•1 Sheet or Check Spears®On-line Catalog @ www.spearsmfg.com for Pricing
http://63.156.201.111/SMC/SCH8OCPVC_80C-1.htm#80C240 10/32

9/19/2017 Spears®Super Sourcebook
Valves Product
True Union 2000 Industrial Ball Valves&True Union 2000 Industrial Vented/Bleach Ball Valves
True Union 2000 Industrial Ball Valves (CPVC Industrial(aentinuedl
JC Industrial ( Size I EPDM FKM Prod
pk Pktdr Code
Std Mstr Prod
( Size EPDM I FKM Flanged Ends 1823-080C 1833-080C 1 0 613�
l 1 Pk Pk Code
TI &Socket Ends 8"Ventuned valves are 6-ball valves fitted with 6x8 end connector adapters.-
1/2 f 1829-005C 1839-005C 1 1 18 602
3/4 1829-007C 1839-007C 1 18 602 CPVC 6"Industrial T-Handle Valve Option(Non-Locking)
+ 1829 007C _ 1839-007C t 12 sot NOTICE:T-Handle is more compact,but will greatly increase
01010
Of
difficulty2 1829-020C 1839-015C 1 4 602difficultyoperation.
1-1/4 1829-012C 1839-012C 1 8 602
1-1/2 1829-015C 1839-05C 1 8 602 Size EPDM FKM Std Mstr Prod
l Pk I Pk I Code
Socket 6 Ends
l' 18.226-060C { 18326-060C ) 1 I 0 1613
So_cket Ends
2-1/2 1822-025C 1832-025C 1 0 603 Threaded Ends
3 j 1822.030C 1832-030C 1 0 603
6 --------1 18.'18-m0C J 18316-060C 1 I 0 ) 613
4 1822.040C 1832-040C 1 0 603 r
6 1822-060C 1832-060C 1 0 i, 613
6 1822.080C 1832-080C 1 0 613
- - SR Threaded Ends
8"Ventuned valves are 6"ball valves fitted YAP(Wand connector adapters. i g l 182161160CSR I 18316 060CSR 1 I 0 I 613
Threaded Ends
24/2 1821-025C 1831-025C 1 0 603 �
18236460C ( 18336 080C 1 0613
3 _ 1821-030C 1831030C 1 0 603 I 6 �r I
4 1821-040C 1831-040C_ 1 0 603� True Union 2000 Industrial Vented/Bleach Ball Valves
6 1821-060C 1831.060C j 1 0 613
SR Threaded Ends
I 1/2 1821-005CSR 1M31-005CSR 1 ' 18 602
114 1821-007CSR 1831-007CSR 1 18 602
1 1 1821-010CSR 1831-010CSR 1 12 602_
) 1-114 1821-012CSR 1831-012CSR 1 8 602 '"i/
1-112 1821-015CSR 1831-015CSR 1 I 8 602
2 1821-020CSR ^1831-020CSR 1 1 4 602
2-1/2 1821-025CSR 1831-025CSR 1 0 603
3 1821-030CSR 1831-030CSR 1 0 603
4 1821-040CSR 1831-040CSR , 1 0 ' 603 Pressure Rating @ 73°F(23°C) Water
6 1821-060CSR 1831-060CSR 1 0 I 613
- 112"-4" 235 psi
8" 150 psi
Spigot Ends Flanged 150 psi
112 1827.005C 1837.005C_ 1 18 602 Same True Union 2000 Industrial Ball Valve with Special Ball Vent Design for
3/4 1827-007C 1837-007C 1 18 602 Sodium Hypochlorite(Bleach)and other Chemical Applications where entrapped
1 1827-010C 1837-010C 1 12 602 fluids may form caustic crystalline residues and pressure build up from gases
1-1/4 1827-012C 1837-012C 1 8 602 developed.Valve has a 1/8"vent hole in ball to equalize internal fluid pressures.
1-112 1827-015C 1837-015C_ 1 8 602 Install valve with ball vent on the pressure (upstream) side when in closed
2 1827-020C 1837-020C_ 1 4 602 position.
2.112 1827-025C 1837-025C 1 0 603
3 1827-030C 1837-030C 1 0 603 All Valves assembled with Silicone-Free,Water Soluble lubricant
4 1827-040C 1837-040C _ 1 0 603 Contact Spears°for MSRP&Availability on Custom Elastomer Seals.See Ball
a _ 1827-060C _ 1837-060C 1 0 613 Valve Accessories&Repair Kits Section for Additional Options and Features
PVC True Union 2000 Industrial Vented/Bleach Ball Valves
Flanged Ends I Size EPDM I FKM Std I Mstr Prodl
112 1823-005C 1833-005C 1 8 ' 602 1111 Pk ! Pk Code
3/4 1823-007C 1833-007C 1 8 602 Threaded 8 Socket Ends
112 1829V-005 1839V-005 1 18 600 I
1 1823 010C 1833 010C 1 8 i 602 214 .,_ 1829V-007 1839V-007 1 18 600 .
1.1N 1823-012C T 1833-012C 1 8 602
1-1/2 1823-015C 1833-015C 1 4 602
2 1823.020C 1833-020C _ 1 0 602
2-112 _ 1823-025C 1833-025C 1 0 603
8 1823-030C 1833-030C 1 , 0 603
k 4 1823.040C 1833-040C! 1 1 0 603
J 6 1823.060C - 1833-060C 1 1 0 613
yin S.USA. - Suitnblc for Oil-free air handing to 25 pit,not for distribution of oompressed air or gas
See MSRP-1 Sheet or Check Spears°On-line Catalog @ www.spearsmfg.com for Pricing Page 24
http://63.156 201.111/SMCNALVES_BV-1.htm#TUV 3/33

9/19/2017 Spears®Super Sourcebook
SPfAflS Valves Product
True Union 2000 Industrial Vented/Bleach Ball Valves
'ie Union 2000 Industrial Vented/Bleach Ball Valves CPVC True Union 2000 Industrial Vented/Bleach Ball Valves
True Union 2000 Industrial Vented/Bleach Ball Valves (continued)
continued) Size EPDM FKM Ski Mstr• Prod
1 Pk l Pk Code I
Std Mstr Prod ' -
Size + EPDM FKM Pk Pk Code SR 1 ed Ends
Threaded&Socket Ends —_ 1-114 T1821V-012CSR 1831V-012CSR 1 8 602
-- -- -- 1•tr2 1821V-015CSR 1831V-015CSR 1 8 602
t 1829V-010 1839V-010 1 12 �600 — 2 A821V-020CSR 1831V-020CSR 1 4 602
1-114 1829V-012 1839V-012 1 8 600 -
- — — 2.1/2 1821V-025CSR 1831V-025CSR 1 0 603
1•tR 1829V-015 1839V-015 1 8 600 — 3 1821V-030CSR 1831V-030CSR 1 0 603
2 1829V-020 1839V-020 11 I 4 600 —
4 1821V-040CSR 1831V-040CSR 1 1 I 0 603
Socket Ends _ Flan ed Ends
2-1R 1822V-025 1832V-025 1 0 601 -
9 1822V-030 1832V-030 1 0 601 — 1R 1823V-007C 1833V-007C 1 8 602
4 1822V-040 1832V-040 1 + 0 601 314- 1823V-0C 1833V- 07C 1 8 602
1 1823V-010C 1833V-010C 1 8 602
6 1822V-060 1832V-360 1 0 ' 612 ' —
1.114 1823V-012C 1833V-012C 1 8 602
1-112 1823V-015C 1833V-015C 1 4 602
2 1823V-020C 1833V-020C 1 0 602
_
SR Threaded Ends 2.112 1823V-025C 1833V-025C r 1 0 603
112 1821V-005SR 1831V-005SR 1 18 600 i -
- 3 1823V-030C 1833V-030C 1 0 603
314 1821V-0OISR 1831V-007SR 1 18 600
-- 4 1823V-040C 1833V-040C 1 0 603
1 1821V-010SR 1831V-010SR 1 12 600 ---
_
1-114 1821V-012SR 1831V-012SR 1 8 600 6 1823V-060C 1833V-060C 1 0 613
1.112 1821V-015SR 1831V-015SR 1 8 600
2 1821V-020SR 1831V-020SR 1 4 i 600
2-112 1821V-0255R 1831V-025SR 1 0 601
3 J 1821V-030SR 1831V-030SR 1 0 601
4 I 1821V-040SR 1831V-040SR 1 0 601
Flanged Ends __
112 1823V-005 1833V-005 1 8 600
314 1823V-007 1833V-007 1 8 600
1 1823V-010 1833V-010 1 , 8 600
1-114 1823V-012 1833V-012 1 8 600
1•tf2 1823V-015 ^ 1833V-015_ 1 4 600_
2 1823V-020 y 1833V-020_ 1 0 600
2-112 1823V-025 1833V-025 1 0 601
3 1823V-030 1833V-030 1 0 601
4 1823V-040 '— 1833V-040 1 0 601
6 1823V-060 1833V-060 1 0 612
CPVC True Union 2000 Industrial Vented/Bleach Ball Valves
Size EPDM F , Stdr Mstr Prod 1
KM L
Pk I Pk I Code
Threaded&Socket Ends
112 1829V-005C 1839V-005C 1 18 602
314 1829V-007C 1839V-007C 1 18 602
I 1829V-010C 1839V-010C 1 12 -602
1.114 _ 1829V-012C 1839V-012C 1 8 l 602
1.112 1829V-015C 1839V-0150 1 8 602
2 1829V-020C 1839V-02CC 1 4 602
Socket Ends __
2.112 I 1822V-025C 1832V-0250 1 0 603
3 1822V-030C 1832V-030C 1 0 603
4 _ 1822V-040C _1832V-040C 1 0 603
6 1822V-060C 1832V-060C 1 0 613 I
SR Threaded Ends
112 1821V-005CSR 1831V-005CSR 1 18 i 602
API 1821V-007CSR_ 1831V-007CSR 1 18 602
I 1821V-010CSR 1831V-010CSR 1 12 } 602
e 25 Suitable for Oti-fm alr handling to 25 psi,not for distribution of compressed air or gas Spears®Manufacturing Company
See MSRP-1 Sheet or Check Spears®On-line Catalog www.spearsmfg.com for Pricing
http://63.156-201.111/SMCNALV ES_BV-1.htrn#TUV 4/33

PRODUCT BULLETIN
WELD ON® 724-
IPS CORPORATION LOW VOC CPVC SOLVENT CEMENT
GENERAL DESCRIPTION:
WELD-ON°724Tv is an orange or gray,low VOC emissions,heavy bodied,medium setting,high strength CPVC solvent cement for
all classes and schedules of pipe and fittings with interference fit,induding Schedule 80 through 12 inch diameter.Also recommended
for PVC industrial piping systems for chemical applications.
APPLICATION:
WELD-ON 724 is especially formulated for use on industrial piping systems (CPVC or PVC) requiring chemical resistance to
caustics, including hypochlorite solutions, mineral acids, aggressive water and aqueous salt solutions. Approved for use with
CorzanT'" Industrial Piping Systems.
Detailed directions on making solvent cemented joints are printed on the container label.An installation DVD/CD covering solvent
cementing is available. It not only describes the basic principles of solvent cementing, but also covers the handling, storage and
use of our products.It is highly recommended that the installer review the instructions supplied by the pipe and fitting manufacturer.
NOTE: WELD-ON solvent cements must never be used in CPVC and PVC systems using or being tested by compressed air or
gases;including air-over-water booster.
AVAILABILITY:
WELD-ON 724 orange is available in quart(946 ml)and gallon(3.7851)metal cans.WELD-ON 724 gray is available in pint(473 ml),
quart(946 ml)and gallon(3.7851)metal cans. For detailed information on containers and applicators,see our current Price List.
STANDARDS AND CERTIFICATION LISTINGS:
On Meets ASTM F 493 Standard
� • Meets SCAQMD Rule 1168/316A
p • Compliant with LEED°(Leadership in Energy and Environmental Design). When using this WELD-ON low
VOC product,credit can be claimed for LEED Green Building Rating System—Indoor Environmental Quality.
• Listed by NSF International for compliance with ASTM F 493,NSF/ANSI Standard 14,and NSF/ANSI Standard
- 61 for use on potable water,drain,waste,vent and sewer applications.
• Listed by IAPMO for compliance with ASTM F 493 and applicable sections of the latest edition of the Uniform
Plumbing Code®.
SPECIFICATIONS:
COLOR: Orange or Gray
RESIN: CPVC
SPECIFIC GRAVITY: 0.984 t 0.040
BROOKFIELD VISCOSITY: Minimum 1600 cP @ 73°t 2°F(23°t 1°C)
SHELF LIFE:
2 years in tightly sealed containers.The date code of manufacture is stamped on the bottom of the container.Stability of the product
is limited by the evaporation of the solvent when the container is opened. Evaporation of solvent will cause the cement to thicken
and reduce its effectiveness.Adding of thinners to change viscosity is not recommended and may significantly change the properties
of the cement.
QUALITY ASSURANCE:
WELD-ON 724 is carefully evaluated to assure that consistent high quality is maintained. Fourier transform infrared spectroscopy,
gas chromatography,and additional in depth testing ensures each batch is manufactured to exacting standards.A batch identification
code is stamped on each can and assures traceability of all materials and processes used in manufacturing this solvent cement.
SHIPPING:
For One Liter and Above For Less than One Liter
Proper Shipping Name:Adhesive Proper Shipping Name:Consumer Commodity
Hazard Class:3 Hazard Class:ORM-D
Identification Number:UN 1133
Packing Group:II
Label Required: Flammable Liquid
SAFETY AND ENVIRONMENTAL PRECAUTIONS:
This product is flammable and considered a hazardous material. In conformance with the Federal Hazardous Substances Labeling
Act,the following hazards and precautions are given. Purchasers who repackage this product must also conform to all local,state
and federal labeling,safety and other regulations.VOC emissions do not exceed 490 grams per liter.
Copyright©2008 by IPS Corporation 724-07-2008

Call(800)235-7421 Toll Free
Con ZHolder
(https://www.gsaadvantage.gov/advantage/contractor/contracto
r_detail.do?
mapName=/catalog/product_detail&oid=904946960&contractN (hops:/Iracebook.cam/contatnment-
u tuber=GS-07F-o092T&i to mNu m ber=48-B R K-D LX-8)
Corporation-239625716168273/7
Due to height limitations in the existing building,a containment berm rar=ts)
rather than a containment pallet is proposed. Since the totes sit one Login(/staging/my-
behind the other in line with the door,a pallet-style containment raises account/)*(/staging/cart/)
the front tote too high to allow the back tote to be lifter over it. The
berm containment does not restrict the ability to move the back tote (https://www.youtube.com/ch
over the front tote. annel/UCGwuFyLfXaZwmAAH
U4fbpgw)
CONTAINMENT
. C o r p o r a t e
e;,„„lk
e
(https://containmentcorp.com/)
Tri-Star®Tanker Fuel and Truck Containment •
Home(https://containmentcorp.com)/IBC/Tote Containment System-Intermediate Bulk Container Spill Containment and Tote
Rail Tank Car Containment-Star Track-Rail Containment • Spill Containment(https://containmentcorp.com/product-category/ibc-tote-containment-intermediate-bulk-container-spill-
Above Ground Storage Tank(AST)&Equipment Containment • containment-system-steel-tote-ibc-tote-secondary-containment/)/IBC and Tote Portable Containment Berm
Portable Soft Containment-Oil Containment-Tanker Containment • IBC and Tote Portable
0
Drum Containment-Salvage Drum Containment •
a, -'" .. — ------ . ,s. Containment Berm
Steel Containment Systems-Containment Corporation-Salvage Drum
Containment • Request Quote
IBC Containment Berm
IBC/Tote Containment System-Intermediate Bulk Container Spill
Tote containment,and bulk container containment has
Containment and Tote Spill Containment • never been easier than with this portable containment
Hazmat Storage Buildings-Hazmat Containment • berm that quickly deploys and quickly folds up for
storage. cookies
Overpack Drum Containment-Salvage Drum-Curb Containment • To make this site work properly,we
sometimes place small data files called
Spill Kits-Spillage Kits-Spillage Control-Hazmat Spill Kit • -,. Request a Quotation cookies on your device.Most bigwebsices do
this too.
Spill Response Sorbents • SKU:IBC Berm Categor)04 /Tote Containr pt.„A rstem
-Intermediate Bulk Container Spill Containment and

Miscellaneous Spill Containment Products-Chemical Spill :,ry _ Tote Spill Containment
Brio (https://containmentcorp.com/product-category/ibc-
Containment i.
tote-containment-intermediate-bulk-container-spill-
Olt
w containment-system-steel-tote-ibc-tote-secondary-
containment/)Tags:Dispensing Intermediate Bulk
Container(https://containmentcorp.com/product-
tag/dispensing-intermediate-bulk-container/),
Intermediate Bulk Container
(https://contai nmentcorp.com/product-
tag/intermediate-bulk-container/),intermediate bulk
containment(https://containmentcorp.com/product-
tag/intermediate-bulk-containment/),tote berm
containment(https://containmentcorp.com/product-
tag/tote-berm-containment!)
Description Reviews(0)
Description
Tote containment doesn't have to mean large rigid pallets.Break the mold with this flexible containment berm
specifically designed to house an IBC.It has rugged,two-foot-tall steel L-brackets to form the sidewall and is
made from chemically resistant PVC.
• 3 standard sizes for different totes
• Easy to setup and tear down
• Folds flat for minimum storage and simple transport
• Small footprint compared to alternatives
• Sidewalls can be laid flat for forklift access
Flexible on Fabrics
Cookies
• Standard:22 oz.PVC To make this site work properly.we
• Other materials available upon request,including:Geoloy,XR,PTFF,and 812r3eitl s place small data files called
• Custom materials cookies on your device.Most big websites do
this too.
Accept Read more

Dimensions Weight Spill Capacity All 3 sizes available
Part Number have sufficient
LxWxH ft.(m) lb.(kg) gal.(L) capacity to handle spill
containment for one
48-452-YE-SS 4x5x2(1.2x1.5x0.6) 84(38.1) 299(1131.84) 275-gallon tote
48-462-YE-SS 4x6x2(1.2x1.8x0.6) 100(45.4) 359(1358.96)
48-552-YE-SS 5x5x2(1.5x1.5x0.6) 102(46.3) 374(1415.74)
Need a fire-resistant intermediate bulk containment option?Our steel IBC containment systems
(https://containmentcorp.com/product/ibc-steel-tote-2/)can meet your needs.
Related products
III
�. . 1*Ili 0 VW IIII
�._ air
IBC Tote Spill
Containment Pallet—
Black Diamond Single IBC Economy Steel CAT—LowdeckTMr Double IBC Tote HazMat
Request Quote Pallet—Black Diamond Request Quote Storage Building
Cookies
(https://containmentcorp Request Quote (https://containmenit 6 ialSethissiteworkFietu t..Quote
sometimes pl(gce}}s❑mall data nfiles callflTe1de }C
.com/product/ibc- (https://containmentcorp .com/product/catookies on you]h ape/fal6s�biwebSttEsdaorp
containment-black- .com/product/ibc- lowdeck/) this too. .com/product/double-ibc-
diamond/) containment-steel-black- Accept tote-hazmi a§t,p ge-
d i a mon d/) Request a Quotation building/)

1112111 DDRWESCO
LIQUID STORAGE TANKS / 2017
•:
„
•
afink.
.1.1114
WATER CHEMICALS AGRICULTURE INDUSTRY
. " P
4
A I
• Ato - —•
• --
41 - -11.. 10R
I 4
4111"611111.! )0411 ;
.• •

LARGE VERTICAL STORAGE TANKS
GALLON OVERALL FILL OUTLET/ PREMIUM WEIGHT HEAVY WEIGHT
CAPACITY DIAMETER HEIGHT OPENING DRAIN PART NO. WHITE PART NO. BLUE
2000 64" 152" 16" 2" 47109 47564 lig
2000 90" 84" 16" 2" 44125 44127 VERTICAL STORAGE TANKS
2100 87" 89" 16" 2" 40178 40241
2100 102" 69" 16" 2" 41399 —
2500 95" 91" 16" 2" 40051 40052
2500 102" 79" 22" 2" 42382 42384
3000 95" 109" 16" 2" 40754 40755
3000 95" 109" 16" 3"/2" 43092 43093
3000 102" 93" 16" 2" 45246 42380
3000 102" 93" 22" 2" 43136 43138
3450 96" 120" 16" 2" 44668 44670
3600 87" 151" 16" 3"/2" 44790 44792 PREMIUM VERTICAL STORAGE TANK
4000 102" 125" 16" 372" 40312 —
4200 102" 131" 16" 3"/2" 41403 —
4995 142" 88" 16" 372" 44822 44824
5000 102" 152" 22" 3"/2" 40164 40166 111,
5000 141" 86" 16" 3"/2" 40941 43833
5500 138" 92" 16" 3"/2" 45086 —
6000 102" 182" 16" 372" 40226 40233
6100 119" 140" 16" 372" 40659 40661
6500 119" 150" 16" 372" 40224 40232
6500 120" 147" 16" 3"/2" 42315 42317
6502 102" 196" 16" 372" 47618 47620
7800 119" 176" 16" 3"/2" 40663 40665
8400 119" 188" 16" 372" 42060 42062 PREMIUM VERTICAL STORAGE TANK
8400 120" 187" 16" 3"/2" 44395 44397
9000 141" 146" 22" 3"/2" 43618 43620
10000 141" 160" 22" 3"/2" 43128 43130 A .
10500 130" 202" 16" 3"/2" 47638 47640
11000 144" 167" 22" 372" 44009 44011
12000 141" 193" 22" 3" * 43919 43921
13000 144" 198" 22" 3" * 44015 44017
15000 165" 186" 22" 3" * 43821 43823
15500 141" 244" 22" 3" * 43941 43943
20000 165" 242" 22" 3" * 43825 43827
*316 Stainless Steel Bolted Fitting
PLEASE NOTE: HEAVY WEIGHT
Tank availability may vary according to manufacturing location.Please contact Norwesco Customer Service or your Norwesco distributor for specific details. VERTICAL STORAGE TANK 3
Tank dimensions and capacities may vary slightly and are subject to change without notice.

HIGH DENSITY POLYETHYLENE LIDS A
ITEM PART
DESCRIPTION CODE NO.
22" Lid and ring with air vent 63679
22" Lid,ventless with ring 63863
Vent for 22" lid (63679) 64150
16" Lid and ring with blue snap-in vent A 63485
16" Lid and ring with 3" center thread 63868
16" Lid,ventless with ring 60367
16" Lid, ventless B 60365
16" Ring only 60012
Ethafoam gasket for 16" non-hinged lid 62941 B
Blue snap-in vent for 16" lid (63485) 63539
8" Lid with blue snap-in vent C 63480
Blue snap-in vent for 8" lid (63480) 63482
5" Lid with ball check air vent D 63484
5" Lid with 2" FPT(does not include vent cap) 63264
5" Lid, hinged 63673
EPDM gasket for 5" lid (63264 or 63484) 60366
HINGED LID
This lid is manufactured from a co-polymer material for strength, durability and excellent
chemical resistance. Our unique locking tab allows you to easily slip a padlock through it
and secure your lid from theft or spills.The lid is interchangeable with a standard 16" lid C
and ring assembly if you choose to replace your existing lid.
Easy open/close—opens a full 180 degrees.
Comes complete with a baffle vent assembly, allowing for adequate venting when
bottom filling your tank.
ITEM PART
DESCRIPTION CODE NO.
22" Complete lid assembly(hinged lid with ring and vent) E 63874
16" Complete lid assembly(hinged lid with ring and vent) E 62532
D
HINGED LID REPAIR PARTS
DESCRIPTION PART NO.
16" hinged lid with vent assembly,without ring 62826
16" hinged ventless lid,with ring 63390
Vent assembly 62827
Ring assembly 62828
Hinge assembly 62829
EPDM 0-ring gasket for 16" hinged lid 62830
Neoprene 0-ring for 16" hinged lid ring 62831
BELOW GROUND TANK LIDS E
it
DESCRIPTION PART NO.
20" Lid for below ground tank, 2000(42559) 62408 HINGED LID
tanks 63672 Shown open
20" Lid for below
groundand closed
LID ACCESSORIES AND REPAIR KIT
DESCRIPTION PART NO.
2" MPT vent cap with poly screen 63266 /
2" MPT vent cap, anti-vortex,without screen 63316
3" MPT vent cap with poly screen 63845
Stainless steel screw for 8" and 16" rings 60081
18" Lanyard for 8" lid and 16" non-hinged lid(tethers lid to tank) 62531
Strainer basket for 16" fill-opening (7" depth) 67374
Poly welding gun and rod 60221
Poly welding rod, natural 30' 61879
Poly welding rod, black 30' 64160
17

POLYPROPYLENE BULKHEAD FITTINGS / EPDM OR VITON GASKETS
Norwesco's polypropylene fittings come standard with an EPDM gasket. Viton gaskets are available as an option when
^PDM may not be suitable for your application.The 2" stainless steel bulkhead fitting comes standard without a gasket.
HOLE SIZE REQUIRED IN ITEM PART
DESCRIPTION TANK FOR INSTALLATION CODE NO.
1/2" Heavy duty double threaded polypropylene fitting 17/16" A 62834
3/" Double threaded polypropylene fitting 17/16" A 60401
EPDM gasket for and 3/4" (62834 and 60401) 60402
Type A Viton gasket for 1" and 3/4" (62834 and 60401) 60360
3/4" Heavy duty double threaded polypropylene fitting 1 s/8" A 62798
EPDM gasket 3/4" (62798) 62799
Type A Viton gasket for 3/4" (62798) 62800
1" Double threaded polypropylene fitting 23/4" A 60427
13/4" Double threaded polypropylene fitting 21/4" A 60403
13/4" Anti-vortex polypropylene fitting 2'/4' D 63065
EPDM gasket for 1" and 13/4' (60427, 60403 and 63065) 60404
Type A Viton gasket for 1" and 11/4" (60427, 60403 and 63065) 60361
Anti-vortex adapter for 11/4" (60403) 62398
11/2" Standard duty double threaded polypropylene fitting 23/s" A 63931
EPDM gasket for 11/2" (63931) 63938
Type A Viton gasket for 11/2" (63931) 63939
11/2" Double threaded polypropylene fitting 3" A 60124
Siphon tube, 11/2" x 415/16" long 63682
Siphon tube, 11/2" x 12" long 63279
2" Double threaded polypropylene fitting 3" A 60405
2" Double threaded 316 stainless steel fitting, less gasket 3" 61767
EPDM gasket for 11/2" and 2" (60124, 60405, 63481 and 61767) 60406
Type A Viton gasket for 11/2" and 2" (60124, 60405, 63481 and 61767) 60523
2" Standard duty double threaded polypropylene fitting (maximum tank wall thickness=3/8") 3" E 63481
2" Heavy duty double threaded polypropylene fitting 33/4" B 63683
EPDM gasket for 2" (63683) 60336
Type A Viton gasket for 2" (63683) 60008
Siphon tube, 2" short 60335
Siphon tube, 2" x 12" long 63262
Anti-vortex adapter for 2" bulkhead fitting 62399
2" Polypropylene dust plug 60021
2" Self-aligning double threaded polypropylene fitting
(designed to install in dome of vertical tank above the liquid level) 41/2" 63668
EPDM gasket for 2" self-aligning(63668) 60331
Type A Viton gasket for 2" self-aligning (63668) 60351
3" Double threaded polypropylene fitting (hex nut as shown in photo C) 41/2" C 62299
EPDM gasket for 3" (62299) 60331
Type A Viton gasket for 3" (62299) 60351
2" Polypropylene reducer for 3" 60330
Siphon tube, 3" short 60327
Siphon tube, 3" x 12" long 63263
Siphon tube extension, 3" x 19-1/2" long 64102
4" Double threaded polypropylene fitting(hex nut as shown in photo C) 53/" 62171
EPDM gasket for 4" (62171) 62785
Type A Viton gasket for 4" (62171) 62786
Siphon tube for 4" 62714
* A B C D E
;,, IM
I Ar'
- o �'
_.
F IG H
3 i
r
18

POLYPROPYLENE DOUBLE THREADED BOLTED FITTINGS
Equipped with 316 stainless steel bolts and come standard with EPDM gaskets. Viton gaskets are available as an option for the fittings.
DESCRIPTION ITEM CODE PART NO.
3/4" Polypropylene bolted fitting with SS bolts and EPDM gaskets F 60502
1" Polypropylene bolted fitting with SS bolts and EPDM gaskets F 60505
EPDM gasket for 3/4" and 1" Part No. 60498/Type A Viton gasket for 3/4" and 1" Part No. 60355
1'/2" Polypropylene bolted fitting with SS bolts and EPDM gaskets F 60513
2" Polypropylene bolted fitting with SS bolts and EPDM gaskets F 60516
EPDM gasket for 1'/2" and 2" Part No. 60497/Type A Viton gasket for 11/2" and 2" Part No. 60356
3" Polypropylene bolted fitting with SS bolts and EPDM gaskets 62471
EPDM gasket for 3" Part No. 62048/Type A Viton gasket for 3" Part No. 60602
2 gaskets required per fitting
CON-TECH STAINLESS STEEL DOUBLE THREADED BOLTED FITTINGS
These fittings are designed to install in heavy wall tanks. Please contact Norwesco Customer Service for additional information.
DESCRIPTION ITEM CODE PART NO.
1" 316 SS double threaded bolted fitting with SS long bolts and EPDM gaskets 63972
EPDM gasket for 1" Part No. 64154 / Type A Viton gasket for 1" Part No. 63978
11/2" 316 SS double threaded bolted fitting with SS long bolts and EPDM gaskets 63973
EPDM gasket for 11/2" Part No. 64155/Type A Viton gasket for 11/2" Part No. 63979
2" 316 SS double threaded bolted fitting with SS long bolts and EPDM gaskets 63974
EPDM gasket for 2" Part No. 64156/Type A Viton gasket for 2" Part No. 63980
3" 316 SS double threaded bolted fitting with SS long bolts and EPDM gaskets 63975
EPDM gasket for 3" Part No. 64152/Type A Viton gasket for 3" Part No. 63981
2 gaskets required per fitting
STAINLESS STEEL BOLTED HALF NIPPLE FITTINGS
DESCRIPTION ITEM CODE PART NO.
3/4" 316 SS half nipple fitting, MPT, and cross linked polyethylene gasket 64093
STAINLESS STEEL DOUBLE THREADED BOLTED FITTINGS
Bolts are threaded into back plate—no welds or bolt holes that can be potential points of leakage. Fittings come standard without a
gasket and require a single gasket installed on the inside of the tank. Available gaskets are cross-linked polyethylene, EPDM or Viton.
DESCRIPTION ITEM CODE PART NO.
1/2" 316 SS double threaded bolted fitting less gasket G 63216
3/4" 316 SS double threaded bolted fitting less gasket G 63035
1" 316 SS double threaded bolted fitting less gasket G 62948
EPDM gasket for 3/4", 1" Part No. 63205 / Type A Viton gasket for 'Y2", 3/4", 1" Part No. 63224
Cross-linked polyethylene gasket for'h", 3/4", 1" Part No. 62950
1 Y4" 316 SS double threaded bolted fitting less gasket G 63036
Cross-linked polyethylene gasket for 1'/4" Part No. 63041
11/2" 316 SS double threaded bolted fitting less gasket G 63037
EPDM gasket for 11/4", 11/2" Part No. 63426/Cross-linked polyethylene gasket for 11/2" Part No. 63042
2" 316 SS double threaded bolted fitting less gasket G 63038
EPDM gasket for 2" Part No. 63206 / Type A Viton gasket for 2" Part No. 63225
Cross-linked polyethylene gasket for 2" Part No. 62848
3" 316 SS double threaded bolted fitting less gasket H 63038
EPDM gasket for 3" Part No. 63223 / Type A Viton gasket for 3" Part No. 63226
Cross-linked polyethylene gasket for 3" Part No. 63043
4" 316 SS 8-bolt double threaded bolted fitting with gasket 63688
EPDM gasket for 4" Part No. 63690 / Type A Viton gasket for 4" Part No. 63691
Cross-linked polyethylene gasket for 4" Part No. 63689
1 gasket required per fitting
STAINLESS STEEL SINGLE THREADED BOLTED FITTINGS
DESCRIPTION ITEM CODE PART NO.
3" 316 SS single threaded bolted fitting, anti-vortex, less gasket 63233
EPDM gasket for 3" Part No. 63223 / Type A Viton gasket for 3" Part No. 63226
Cross-linked polyethylene gasket for 3" Part No. 63043(1 required)
1 gasket required per fitting 19

rV �
IDDRWESCD
MANUFACTURING Er DISTRIBUTION
0. a
41410,
Edmonton, Alberta
i U
Washougal,WA
St. Bonifacius, MN
Owego
NY
Sheldon, IA Lancaster, OH
Tooele, UT Washington
Hanford, CA Court House, OH
Shawnee, OK Griffin, GA
Albertville, AL
Fairfield,TX
WARRANTY
NORWESCO offers a three year warranty from date of manufacture on tanks shown in this brochure.Should a defect
appear within the warranty period Norwesco will supply a new,equivalent tank in replacement thereof. Norwesco's
liability is limited to the value of the tank itself and specifically excludes the cost of installation and/or removal or
consequential damages.Please contact your chemical supplier or Norwesco Customer Service for chemical resistance
information.Tank dimensions and capacities may vary slightly and are subject to change without notice.
• 8 F1ORWESCO
Norwesco, INC.
4365 Steiner Street
P.O. Box 439
St. Bonifacius, MN 55375-0439
Tel [phone]
Fax[phone]
www.norwesco.com
©2017 Norwesco,INC.LST20M 1216

GRUNDFOS DIGITAL DOSING'"'
DME 60/150 — Larger Pumps from 0.02 to 39.7 gph (150 I/h)
Grundfos has applied innovative technology to expand the Digital Dosing pump range,allowing
it to handle liquids in much larger quantities.Perfect for large water and wastewater treatment
plants,textile industries,pulp and paper industries,and many other demanding applications,the
ti fI new,large DME pumps bring the benefits of Digital Dosing to a new circle of users worldwide.
f 'K 4 0►?
•
Familiar Digital Dosing Benefits
The large DME pumps have all the benefits of the highly acclaimed smaller Digital Dosing range,
making exact dosing easier than ever.
Easy-To-Use Digital User Interface
The simple display allows everyone to be their own dosing specialist.With just a few buttons,
you can navigate the straightforward menus to use the impressive range of standard control
features—including pulse,analog,timer,batch,and anti-cavitation control—as well as simple
calibration and much more.
Turndown Ratio 800:1
Digital Dosing pumps can be adjusted to 1/800 of their maximum capacity.Two new sizes pro-
vide even more flexibility,from 0.02 to 39.6 GPH(75 to 150 ml/h).
Full Stroke Length at All Times
Grundfos is the only pump manufacturer to use a full stroke length every time.The speed of
each stroke is carefully timed,ensuring even concentration in the system and optimal priming
throughout the entire operating range.
Smooth,Continuous Dosing
•' A brushless DC motor eliminates the need for a servo motor/frequency converter.The result is
Z` smooth,continuous dosing,which greatly improves the performance of sensors and measuring
devices that read the impact of your chemical feed program.
d
--z. Anti-Cavitation
For handling viscous polymers or other difficult liquids,slow down the speed of the suction
stroke to 75%,50%,or 25%of the maximum speed.
Fieldbus Communication Available
Available with Profibus interface.
Overload Protection
Built-in overload protection monitors pump counter pressure and protects against exceptionally
high pressure loads.
Switch-Mode Power Supply
The switch-mode power supply ensures that Grundfos Digital Dosing pumps can be used world-
wide within the 100-240V,50/60Hz range.
Several Material Variants
The DME pump heads are available in stainless steel,PVDF,and environmentally friendly,cost-
.4 1 1 efficient polypropylene.
II t
,. A. ivL ' r
9

DMl
Dimensions [inches(mm)]
Dme 60-10 Dme 150-4
A 6.93(176) A
8 F
B 7.8(198)
C 13.03(331) 13.58(345) n n
r.runnnn-
rrr�
D 11.18(284) ° ° _.
1111
E 7.09(180) 111
o®® II
F 17.48(444) a ° 0i°° ° 11 IIIIIIII hIq
G 1.61(41) 1.10(28) 111M11
H 2.91 (74)
I 7.36(187) - e
Product Range and Performance Data
Pump type Dme 60-10 Dme 150-4
max.capacity at max.pressure GPH(I/h) 15.85(60) 39.6(150)
min.capacity GPH(I/h) 0.0198(0.075) 0.0497(0.188)
max.pressure psi(bar) 145(10) 58(4)
Setting range 800:1
Stroke frequency spm 160
Power supply V,Hz lx100-240V,50-60 Hz
Accuracy % ±1%repeatability
Pump head material PP,PVDF,stainless steel
Suction lift:primed/dry ft[m] (6/1.5]
Viscosity' cps 3000 at 50%capacity
With Spring-Loaded valves
Performance Range
P P
[psi] [bar]
150
10
125 DME 60-10
8
100
6
75
50 4
DME 150-4
25 2
1
1 2 4 6 8 10 20 40 60 80 100 120 140 160
QIl/h]
25 .50 .75 2 5 10 15 25 35 45
Q]g/h]
L-DD-SL-011 Rev.6/10

Digital Dosing Pumps
GRUNDFOS DME
The DME Digital Dosing pumps combine perfect precision and user-
friendliness for large dosing quantities from 15.9 to 248 gph,offering all
the benefits of the highly acclaimed smaller Digital Dosing range,making
accurate dosing easier than ever.
ir4•►
• •
KEY FEATURES AND BENEFITS
• Wide dosing range with a turndown ratio of 800:1 for a range of water
supply,wastewater and water treatment applications
• Easy to install,the operator can set the pump to discharge exactly the
quantity of dosing liquid required in the application
• Available with Profibus interface to supply performance data and
status information for quality control,preventive maintenance and
future reference
• The dosing heads of DME pumps are available in stainless steel,PVDF,
and environmentally friendly,cost-efficient polypropylene APPLICATIONS
• Simple display allows easy navigation of the menus to use the • Drinking water treatment
impressive range of standard control features—including pulse, • Water distribution
analog,timer,batch,and anti-cavitation control—as well as simple • Wastewater transport
calibration and much more • Wastewater treatment
• Anti-cavitation:slows down the suction stroke speed 75%,50%,or 25% • Pulp and paper
to facilitate handling viscous fluids • Textile industry
• DME uses a full stroke length every time,and the speed of each stroke
is carefully timed,ensuring even concentration in the system and
optimal priming throughout the entire operating range.
• Built-in overload protection monitors pump counter pressure and
protects against exceptionally high pressure loads
be
think G R U N D FOS
innovate

be think innovate
TECHNICAL DATA
DME INFORMATION
FLOW,Q: 0.2to248gph
OPERATING PRESSURE: 60 to 145 psi
TURNDOWN RATION: max.800:1
PERFORMANCE DATA
[PSI]
145 ■ A
DME
■ 60 Hz
DME DME
60-10 -1t} P.
-
0
F.
58
--- DME Win
150-4 940-4
0
1 15.9 39.6 99 248
Q [9ph]
a
u`
•
E
E
Visit grundfos.us/pei to learn more about Department of Energy(DOE)pump energy index(PEI)requirements and PEI ratings on specific Grundfos models.
www.grundfos.us
Grundfos1(4111111,
Americas www.grundfos.ca BG R U N D FO S
Brookshire,TX 77423 www.grundfos.mx

GRUNDFOS DATA BOOKLET
DME
Digital Dosing
••►
•
1 t -
4••
• ' llil
e
•
be
think G N
innovate GRUNDFOS

DME
1. General data 3
Performance range, DME 3
DME 4
O Digital Dosing TM 4
C,
° 2. Identification 5
3 Type key 5
3. Functions 6
Overview of functions 6
Capacity control 7
Control panel 8
Menu 10
Operating modes 11
Dosing monitoring 14
Control panel lock 15
Units 15
Wiring diagram 16
4. Construction 18
Sectional drawing 18
Material specification 18
5. Dimensions 19
6. Technical Data 20
7. Pump selection 21
DME 375 to 940-standard range 22
Non-standard options 22
8. Pumped liquids 23
9. Accessories 24
Control cables 25
Leak detention 25
Foot valve 26
Injection valve 27
Connectors 28
Level-control 29
Dosing monitor 30
Calibration columns 31
Back-pressure or relief valve selection 32
10. Grundfos Product Center 38
Grundfos GO 39
ts,
2 GRUNDFOS

DME
1 . General data
76
Performance range, DME
a)
(0
p p
[psi] [bar] _ DME
10
140—
9— - - -
120—
_ 8--
DME 60-10 DME 375-10
100— 7
6
80—- 5
60— 4
3 — --A-
40— DME 150-4 DME 940-4
- 2
20— -
1
0— 0
1 10 60 150 376 940
Q[I/h]
I I I I ill I I I III I I I m
1 2 3 4 5 6 7 8 10 20 30 40 5060 80100 200
Q [US GPI-I] 0
Fig. 1 Performance range, DME
GRUNDFOSN 3

DME
DME
IN
C.
m
Fig.2 DME
Digital Dosing TM
The DME is the original Digital DosingTM pump that
represents a major step forward in metering pump
technology.
Precise and easy setting
The operator can easily install and set the pump to
discharge exactly the quantity of dosing liquid required
in the application. Capacity is read on the digital
display in GPH, I/h, or ml/h, while icons are used to
identify the operation mode.
Unique technology
A microprocessor controlled variable speed brushless
DC motor provides precise control of the suction and
discharge strokes. This improves handling of viscous
fluids and chemicals that off-gas.
Rather than traditional stroke length adjustments, the
DME always runs at 100 %stroke length. Feed rates
are adjusted by controlling the speed of the discharge
stroke with a fixed suction stroke speed, resulting in
near continuous output as the pump is turned down.
Few variants for many needs
The DME can be turned down to 1/800 of full speed,
with ± 1 % repeatable accuracy through the entire
adjustable range. In addition to local manual control,
remote automatic control options include:
• Pulse/contact control or flow pacing/proportional
control
• Timer or pulse based batch control
• Analog 0/4-20 mA control
• Dual level control
• Profibus DP control.
Four models handle the range from 0.0198 to 248.3
gallons per hour, up to 145 PSI.All DME pumps are
designed to operate at 100-240 V AC, 50/60 Hz while
the standard models for North America are supplied
with a power cable and mains plug that connect to a
standard 120 V, 60 Hz power supply.
The wetted parts in the pump head include a
diaphragm, check valves, and manual bleed valve to
facilitate priming.
4 GRUNDFOS i�

DME
2. Identification o
Type key
Example DME 60- 10 AR- PP/ E/ C- F- 3 1 A3 B 1:3
Type range
Maximum capacity[I/h]
Maximum pressure[bar]
Control variant
AP Standard+Profibus
AR Standard
B Basic
Dosing head material
PP Polypropylene
PV PVDF
SS Stainless steel 1.4401
Gasket material
E EPDM
T PTFE
V FKM
Valve ball material
C Ceramic
G Glass
SS Stainless steel, 1.4401
T PTFE
Y Hastelloy C
Control panel
F Front-fitted
S Side-fitted
Voltage
2 1x120V,60Hz
3 1 x 100-240 V,50/60 Hz
Valve type
1 Standard
2 Spring-loaded
Connection,suction/discharge
Al Threaded,Rp 3/4"
A2 Threaded,Rp 1 1/4"
A3 Threaded,NPT 3/4"
A4 Threaded,NPT 1 1/4"
Q Hose 19/27 and 25/34
Mains plug
B USA,Canada(120 V)
E Switzerland
F EU(Schuko)
G UK
I Australia
J Japan
GRUNDFOS i< 5

DME
m 3. Functions
Overview of functions
6
DME
60 to 940 AR/AP 60 to 940 B
4111'.- _ m
o
irio- -; o
„ No
,,, .. :: ,
co ill .. co
co
jp L- O , F O
Capacity control,see page 7
Internal stroke frequency control • •
Internal stroke speed control • •
Control panel,see page 8
Capacity setting in liters,milliliters or US gallons • •
Display with background light and soft-touch buttons • •
Easy set-up menu with language options • •
On/off button • •
Maximum capacity button(priming) • •
Green indicator light for operating indication • •
Red indicator light for fault indication • •
Control panel lock • •
Side-fitted as an option • •
Operating modes,see page 11
Manual control • •
Pulse control •
Analog 0/4-20 mA control •
Timer-based batch control •
Pulse-based batch control •
Functions,see page 6
Dosing monitoring •
Dual-level control •
Calibration of pump to actual installation • •
Anti-cavitation(reduced suction speed) • •
Capacity limitation • •
Counters for strokes,operating hours and power on/off • •
Fieldbus communication(DME AP) •
Overload protection • •
Error message in display • •
Leakage sensor •
Dosing signal output •
Power supply,see page 14
Switch-mode power supply • •
Inputs/outputs,see page 7
Input for pulse control •
Input for analog 0/4-20 mA control •
Input for dual-level control •
Input for external start/stop •
Alarm relay output(variant AR) •
Dosing output(pump running) •
6 GRUNDFOSN

DME
Capacity control
0
The microprocessor determines the motor speed to
deliver the required feed rate. As shown in the figure c
below, the suction stroke speed remains constant and LL
independent of the discharge stroke.At 100 %
capacity both suction and discharge stroke are equal.
As the pump is turned down, the discharge stroke
speed varies per the required feed rate.
This creates several advantages:
• Stroke length is always 100 % for improved priming
and accuracy through the entire adjustable range.
• 1:800 turndown, ± 1 % repeatable accuracy.
• More continuous flow and improved mixing.
• Significant drop in pulsating flow that reduces
mechanical stress and diaphragm wear.
• Ideal handling of viscous fluids and chemicals that
off-gas.
Capacity
setting Discharge
100 % LJ L-1111 Z—L 1JL—L1111-J J J11_ LJ1; _Duration
Suction
Discharge
50% LJ L—J A.-Duration
Suction
Discharge
10 % 1..! L L Duration o
Suction °p
Fig.3 Capacity control
GRUNDFOS i< 7

DME
-n Control panel Priming button
The pump control panel features a is button. Press
c this button if the maximum capacity is required over a
short period, e.g. during start-up. When the button is
en LCD Navigation/ released, the pump automatically returns to the
Display , / settings
previous operating mode.'100�
Menu! ® When the buttons and D are pressed
accept simultaneously, the pump can be set to run for a
Green specific number of seconds at maximum capacity. The
indicator light p p y'
Navigation! + remaining number of seconds will appear in the
settings �\ Red indicator N
light o display. This feature is useful when flushing the pump.
csi
The maximum value is 300 seconds.
Start/Stop 00 Press ®to stop the pump before the set time has
Priming S
button apurlopos-< passed.
I-
Fig.4 Control panel
4 t)C.
N
M
M
0
F-
F
Fig.5 Control panel fitted to the front
•
-Y ram`
■
n
e
illI I art. "'
N
f
Fig.6 Control panel fitted to the side
8 GRUNDFOS i<

DME
Indicator lights and alarm output *1 Control variant AR,only. C
*2 Requires connection to level sensors. 0
The green and red indicator lights on the pump *3 Requires activation of the dosing monitoring function and V
indicate operation or fault. connection to a dosing monitor. 0
In control variant AR, the pump can activate an *4 Please contact a Grundfos service center. tL
external alarm signal by means of an internal alarm *5 Alarms can be reset 1 after fault conditions are back to normal.
relay. The alarm signal is activated by means of an *6 The pump will make 10 attempts to restart before going into
internal potential-free contact. permanent off mode.
The pump display will show why the alarm relay
changed states.
Alarm
Condition GreenLED Red LED Display output*t
Pump running On Off Normal
indication 1 2 2
NC NO C
Z�
Normal
Set to stop Flashing Off indication , I 3
NC NO C
Pump fault Off On EEPROM Fri
NC NO C
Supply failure Off Off Off I
NC NO C
Pump running,low
chemical level*2 On On LOW r
Crop C
Empty tank*2 Off On EMPTY ; 13
NC NO✓iC
Analog signal<2 Off On NO mA F
mA NC NO C
The dosed
quantity is too
small according to On On NO FLOW irr
the signal from the NC No c
dosing monitor*3
Overheating Off On MAX TEMP F1 3
NC NO C
Internal Fri
Off On INT COM
1 2 3
failure
NC C
Internal Hall
Failure*4 Off On HALL r
NC No C
Diaphragm Off On LEAKAGE rr
(leakage)*5
NC NO C
Max.pressure Off*26 On OVERLOAD Fri
exceeded*5 , 2 3
NC NO C
More pulses than MAX Fri
capacity On On FLOW 2 3
NCNC C
No detection of On On ORIGO Fri
motor rotation*4 1 2 3
NC No C
GRUNDFOS i< 9

DME
m Menu
Press the®button to access the menu. During start-
o up, all texts will appear in the English language, but
q other languages can be selected (see page 13).
, ,=====Mg:::- .,®/
LRNGURGE HRNUITh . ak
RETURN RETURN !t m -OW _
GI
MN CRP \
, � r;UN3ER )
• ( . UL'EFR ' I1
II ANALOG
1
z.' :rrPi i T
• O K ■
Urn Ti i
RANI / 0
• SETUP "HER I
i ,
LEVEL LOCK RTCH
■ ■ 1 3La ■ I
/(—\ '' \
RETURN ANALOG 1• COUNTERS 11 ANTHER'
'------. E R I_:.+��� "
LERKRGE EXT. STOP °
• •
HON:TOR / S
■
Fig.7 Menu
CS/10 GRUNDFOS

DME
Operating modes Analog 4-20 mA control
o
Manual control Applies to DME-AR and DME-AP
The pump is dosing according to an external analog c
The feed rate of the DME B can only be adjusted signal. The dosed capacity is proportional to the input �
locally at the pump in manual control. The DME AR/AP value in mA.
can be controlled in both manual and remote operating 4-20(default): 4 mA= 0
modes. The pump is dosing constantly according to 20 mA = 100 %
the displayed feed rate by means of the buttons a °
and �. 20-4: 4 mA= 100 /o
20mA = 0 %
Metric units will automatically change between I/hr and ml/hr. 0-20: 0 mA=0 °/o
20mA = 100 %
Adjustable Flow Range 20-0: 0 mA= 100 %
DME
GPH to GPH [mi/h] to [I/h] 20 mA = 0 %.
60-10 0.0198 - 15.85 75 - 60 The maximum capacity limitation, see page 12, will
150-4 0.0495 - 39.63 187.5 - 150 _ influence the capacity. 100% (20 mA) corresponds to
375-10 0.1238 - 99.06 468.75 - 375 the maximum capacity or the set capacity limitation.
940-4 0.3104 - 248.32 1175 - 940
[%]
Pulse control 100
100 ••EMOMMEM
Applies to DME-AR and DME-AP ���.....M.
The pump is dosing according to an external pulse a 80 ���....WW.
signal, e.g. from a water meter. 'GI 60
.1..11�����11
There is no direct relation between pulses and dosing ° .11..111111.1'.1.111
strokes. The pump automatically calculates its optimal E 40 ����������
speed to ensure the required quantity is dosed for 20 ���� ,•■•■■ o
4-20 mA signal
each pulse.The quantity to be dosed is set in ml/pulse. ��.,...... =
The pump adjusts its speed and/or stroke frequency o ..�.����.. co
according to two factors:
• frequency of externalpulses and 0 4 i 12 16 20
q Y Input signal[mA] [mA] H
• the set quantity per pulse.
Fig.8 4-20 mA control
Setting range
DME 60-10: 0.000625 ml/pulse - 120 ml/pulse
DME 150-4: 0.00156 ml/pulse-300 mI/pulse
DME 375-10: 0.00392 ml/pulse-750 mI/pulse
DME 940-4: 0.00980 ml/pulse- 1880 ml/pulse.
GRUNDFOS % 11

DME
-n Timer-based batch control
Applies to DME-AR and DME-AP Quantity pr.batch
o The pump is dosing the set quantity in batches at /
a maximum capacity or the set capacity limitation. �l
The time until the first dosing (NX)and the following
sequences(IN)can be set in minutes, hours and days. j//// �// t
The maximum time limit is 9 days, 23 hours and 59
minutes(9:23:59). o
The lowest acceptable value is one minute. IN must be
higher than the time required to perform one batch. If
IN is lower than the time required, the next batch will Pulse Pulse TS
be ignored. In case of supply failure, the set dosing
quantity, the IN time and the remaining NX time are Fig. 10 Pulse based batch control
stored. Anti-cavitation
When the supply is reconnected,the pump will start up
with the NX time at the time of the supply failure. This Enable the anti-cavitation mode to slow down the
way the timer cycle will continue, but it will be delayed suction stroke speed and reduce friction losses from:
according to the time of the supply failure.This feature • viscous fluids
is not available on variant"B"pumps. • suction line length
• suction line height.
Quantity pr.batch
Suction stroke speed can be reduced to 75%, 50%,or
A /✓/ \ 25% of full speed. However this will impact the
maximum available capacity as shown in the chart
below.
///
��j A o Capacity change with ANTI-CAV enabled
a,
0
NX o DME Max cap. 75% 50% 25%
co
f.1.- co 60 gph(I/h) 15.8(60) 11.9(45) 8.8(33.4) 4.2(16.1)
IN5
_ _ f 150 gph(I/h) 39.6(150) 29.6(112) 22.0(83.5) 10.7(40.4)
375 gph(I/h) 99.2(376) 74.2(282) 55.4(210) 26.6(101)
Fig.9 Timer-based batch control 940 gph(I/h) 248.0(940) 186.0(705) 138.5(525) 66.5(252)
Pulse-based batch control
Applies to DME-AR and DME-AP
The pump is dosing the set quantity in batches at
maximum capacity or the set capacity limitation. The
quantity is dosed every time the pump receives an
external pulse. If the pump receives new pulses before
the batch is completed, these pulses will be ignored.
Setting range (applies to DME only)
Timer-based and pulse-based batch control
DME 60: 6.25 ml/batch to 120 I/batch
0.0017 gal/batch to 31.7 gal/batch _
15.6 ml/batch to 300 I/batch
DME 150:
0.0041 gal/batch to 79.3 gal/batch _
DME 375: 39.1 ml/batch to 750 I/batch
0.01 gal/batch to 198.1 gal/batch
DME 940: 97.9 ml/batch to 1880 I/batch
0.025 gal/batch to 496.7 gal/batch
12 GRUNDFOSN

DME
Maximum capacity limitation Counters c
The maximum allowable feed rate can be reduced The pump can display"non-resettable" counters for: w
using the MAX. CAP function. This will not limit • "Quantity" c
performance when using the priming button. Accumulated dosed quantity in liters or US gallons. LL
Because the DME can be turned down to 1/800 of full • "Strokes"
speed, the MAX. CAP allows operators to program the Accumulated number of dosing strokes.
pump to a smaller size. This is especially useful to • "Hours"
change the feed rate at 20 mA in analog mode (see Accumulated number of operating hours(power on).
page 11)or define the maximum flow rate when
•
automatically controlling the pump. "Power ON"
Accumulated number of times the mains supply has
Unlike traditional technology, DME performance is been switched on.
improved the more it's turned down. When running at
low feed rates the flow is smooth and continuous with Languages
a brief interruption during the suction stroke.
The display text can be displayed in one of the
This allows for standardization in many facilities where following languages chosen in the set-up menu:
one pump model can be used to cover a wide variety
of applications, greatly simplifying inventory • English
1 requirements while lowering stock and maintenance • German
costs. • French
• Italian
• Spanish
n i n • Portuguese
I • Dutch
• Swedish
• Finnish
2lir 2 '6 • Danish
V ,,
is u, • Czech
E, • Slovak
0
Small pump Large pump • Polish
Fig. 11 Anti-cavitation • Russian.
Calibration Integrated vent valve
Enable the calibration mode to start a 100 stroke test All pumps feature an integrated bleed valve to facilitate
run. Upon completion the pumped volume will be priming. Connect a 5/8" ID hose to the hose barb
displayed, which can be changed to match the fitting.
measured volume.To measure the pumped volume the
following calibration column sizes are suggested: WiiT
• DME 60: 1.5 liters , . cif" .. .c•
• DME 150: 2.5 liters !•_'�_
• DME 375: 6 liters
• DME 940: 14 liters. I R\
�t: �� Vent
— / till
—
valve
It A
0
T I-
Fig. 12 Integrated vent valve
GRUNDFOS< 13

DME
-n Switch-mode power supply Dosing monitoring
The DME's switch mode power supply is designed to
operate at 1x100-240 V, 50/60 Hz.
Level control
The pump can be connected to a level control unit forAt
monitoring of the chemical level in the tank.
The pump can react to two level signals. The following
table shows the pump reactions to the sensor signals:
Level sensors Pump reaction
• Red indicator light is on. o
Upper sensor activated • Pump running. 8
• Alarm relay activated.* I-
• Red indicator light is on. Fig. 13 Dosing monitor mounted on pump discharge side
Lower sensor activated • Pump stopped.
• Alarm relay activated.* The dosing monitor is designed to monitor the dosing
* Applies to control variant AR. of liquids which may cause gas accumulation in the
dosing head, thus stopping the dosing process even if
Bus communication the pump is still operating.
The pump is available with an optional built-in module During the dosing process, the dosing monitor gives
for bus communication with PROFIBUS (variant AP) pulse signals to the monitor input so that the pump can
systems. These modules enable remote monitoring compare performed dosing strokes (from internal
and setting via the fieldbus system. All DME features stroke sensor)with externally measured physical
are available via bus communication. The PROFIBUS strokes (from dosing monitor). If an external dosing
GDS-file can be downloaded from the Grundfos stroke is not measured as a result of the internal
Product Center at us.grundfos.com. dosing stroke, this is considered a fault that may have
been provoked by empty tank or gas in the dosing
Diaphragm leakage sensor head.
The pump can be fitted with a leak sensor that The dosing monitor should be connected to the input
connects to the drain hole of the pump head. In the for dosing monitoring (pins 4 and 5). This input must
event of diaphragm leakage, the sensor will activate be configured for dosing monitoring.
the pump's alarm relay. Once the input has been set to dosing monitoring and
a dosing monitor has been connected and set, the
dosing monitoring function will be active.
Definitions
Correct dosing stroke:A pulse from the dosing monitor
corresponds to the internal stroke signal within
acceptable time.
Incorrect dosing stroke: There is no pulse from the
dosing monitor corresponding to the internal stroke
signal within the acceptable time (the pump is not
pumping).
Logic
If a number of incorrect dosing strokes are performed,
the pump will continue operating, but it will change
over to alarm mode. The red indicator light will be on
and the alarm output will be activated (variant AR).
When a correct dosing stroke is detected, the red
indicator light is turned off and the alarm output is
deactivated.
14 GRUNDFOS i�

DME
Control panel lock
0
Turn on the electronic lock to prevent unauthorized
setting changes and allow access to only the start/stop
function. u.
The user will be prompted to create and enter a four
digit code the first time its enabled. Future setting
changes will not be allowed until the code has been
entered, granting temporary access. If forgotten a
universal code is available from the factory.
Units
The displayed feed rate can be set in either metric
units(liter/milliliters per hour) or US gallons per hour.
Metric units: up to 999 ml/hr, then I/hr
US units: US gal/hr
In PULSE mode the feed rate is always set in ml/pulse.
However the actual feed rate will display in US or
metric units.
•
3 x
..-<-_I_RNGLIAGE•
•
LINI'
4
META:--p L1i 5FiL
■ •
Operating display Operating display
Fig. 14 Possible units settings
GRUNDDFOS‘i< 15

DME
-n Wiring diagram
0
ra
GnUNOFON'N
o e o o©m ® O
0
0 i (
, .... _... „
° O
z ,.., c)
..
_1 1
. •
11
12 l5 14 I. op
2 3 2 4 3 2
1 5
3 3 1 - 1 �----,
-
e)
Cable 1 Cable 2 Cable 3 Cable 4 $
Analog/pulse/leak detection Relay cable Start/stop,dosing monitor Level cable a,
Product no.: Product no.: Product no.: Product no.: 1
2 m cable:96440447 2 m cable:96534214 2 m cable:96527109 2 m cable:96440450 N
5 m cable:96440448 5 m cable:96534215 5 m cable:96527111 5 m cable:96440451 f
Cable 1: Analog, pulse and leak detection
Pin holes
Plug type
Number/color 1/brown 2/white 3/blue,+5 V 4/black,GND 5/grey
Function
Pulse X X Contact
Pulse 5 V GND Supply 5 VDC
Analog (-)mA input (+)mA input mA signal
Batch X X Contact
Batch 5 V GND Supply 5 VDC
Leakage X X Contact
Leakage 5 V GND Supply 5 VDC
Cable 2: Output for alarm relay
Pin holes
Number/color 1/brown 2/white 3/blue
Function
Alarm relay output Common Normally open Normally closed
16 GRUNDFOS i�

DME
Cable 3: Remote start/stop, dosing monitor, Run output 0
0
Pin holes +
Plug type v
Number/color 1/brown 2/white 3/blue,+5 V 4/black,GND 5/grey 3
LL
Function
11
Stop input X X Contact
Stop input 5 V GND Supply 5 VDC
Dosing monitor X X Contact
Dosing monitor GND 5 V Supply 5 VDC
Dosing output(pump running) Open collector* X GND NPN
* Open collector(NPN)can be used for a relay or a lamp.
I
V
2 4 2 4
3 (S 3 15
`�-.` _J Relay
Lamp
Lampro
n
24 VDC T
Power supply
fT o 0
f
Fig. 15 With internal 5 VDC power supply:max 100 mA Fig. 16 With external power supply:max 24 VDC, 100 mA
Cable 4: Level input
Pin holes
Plug type
Number/color 1/brown 2/white 3/blue,+5 V 4/black,GND 5/grey
Function
Low level X* X* Contact
Low level 5 V GND Supply 5 VDC
Empty tank X* X* Contact
Empty tank 5 V GND Supply 5 VDC
* The function for the potential free contact set can be chosen from the display(NO=Normally Open and NC=Normally Closed).
GRUNDFOS i< 17

DME
4. Construction
d Sectional drawing
o
0 -26
_47 , 1 2 3 4 38
I
i
-
29-_2526 3
i
,ce ' ' JJJJ1
za D,1��•; JI� --
20 2 1/sti 1i PIaIIaaaMr
21 �1 . �.4A17111.171
_19 1l,r— . I•i '�s%
-18 i Lam..1-,,.Jl�.. r;\ 6
1r4, C ARNIM --- t
-1. Tiripp. IA PriP7
-15 14
+'3. %` ififfig maii,. i
f
12 1 ��
1
100
_ ,wWmo, _
9 8 7
32 36 37 33 34 35
�yl� O
31 a I' _ \, 7 �1�
30 ,t — SI i I'MI 'i. % 8 1 4
-'1����� 0,
--J N
�"o TfTI1-tITT o co
: it .
I-
Fig. 17 Sectional drawing
Material specification
Pos. Description Material options 23 0-ring EPDM/FKM/PTFE
24 Valve seat PP/PVDF/SS/PTFE
1 Backplate 20%glass-filled PP
25 Valve ball Ceramic/Glass/SS/Hastelloy C
2 Spring DIN 17223 TYPE C
26 Valve casing PP/PVDF/SS
3 Cabinet 20%glass-filled PP 27* Spring Alloy C-4,2.4610(NiMo16CrTi)
4 Hall sensor
28 0-ring EPDM/FKM/PTFE
5 Operation PCB(printed 29 Valve assembly
circuit board)
6 Power cable Rubber 30 Dosing head cover** Steel
7 Gear 31 Dosing head PP/PVDF/SS
8 Brushless DC motor 32 Safety membrane
9 Drain hole or leakage sensor 33 Power PCB(printed circuit
board)
10 FNPT connection(not PP/PVDF/SS 34 Crank shaft Steel
pictured)
11 Union nut PP/PVDF/SS 35 I/O PCB(printed circuit
board)
12 Connection assembly
36 Connecting rod Steel
13 0-ring EPDM/FKM
37 Steel plate Steel
14 0-ring EPDM/FKM/PTFE 38 Steel frame Steel
15 Venting valve ball Ceramic
Fabric-reinforced EPDM,
16 Spring Alloy C-4,2.4610(NiMo16CrTi) 39 Diaphragm PTF
E-coated
17 Spring Alloy C-4,2.4610(NiMo16CrTi)
* The pump is available with spring-loaded valves.
18 Venting valve house PP/PVDF
Spring material:Alloy C-4,2.4160(NiMo16CrTi).
19 Venting valve tap PP/PVDF The spring is not shown in the sectional drawing.
20 0-ring EPDM/FKM/PTFE The steel plate is not included with stainless steel pumps.
21 End cover Steel
22 Venting valve complete
18 GRUNDFOS i�

DME
5. Dimensions 0
0
C
A °1
- E
B F c
1 NM
0139.
a®D 1•• '
O : s
V 0 Q Q Q
O O®e O ' �I'-
H
1,1111111
ilj
0
Es i��imm IRE
m
O
M
E $
Fig. 18 DME Dimensions
Dimensions are in inches [BM]
DME 60 DME 150 DME 375 DME 940
A 7.8 (198) 7.8 (198) 9.37 (238) 9.37 (238)
B 6.93 (176) 6.93 (176) 8.58 (218) 8.58 (218)
C 13.03 (331) 13.58 (345) 18.54 (471) 19.53 (496)
D 11.18 (284) 11.18 (284) 14.33 (364) 14.33 (364)
E 7.09 (180) 7.09 (180) 9.06 (230) 9.06 (230)
F 17.48 (444) 17.48 (444) 21.26 (540) 21.22 (539)
G 1.61 (41) 1.10 (28) 1.22 (31) 0.24 (6)
H 2.91 (74) 2.91 (74) 3.74 (95) 3.74 (95)
I 7.36 (187) 7.36 (187) 9.69 (246) 9.69 (246)
GRUNDFOS< 19

DME
6. Technical Data
CI Pump DME 60 DME 150 DME 375 DME 940
Ai
0 Maximum capacity*1 [GPH(I/h)] 15.8(60) 39.6(150) 99.2(376) 248.0(940)
[GPH 0.0198 0.0495 0.1238 0.3104
....0) Minimum capacity (ml/h)] (75) (187,5) (468.75) (1175)
Maximum capacity with anti-cavitation 75%*1 [GPH(I/h)] 11.9(45) 29.6(112) 74.2(282) 186.0(705)
Maximum capacity with anti-cavitation 50%*1 [GPH(I/h)] 8.8(33.4) i 22.0(83.5) 55.4(210) 138.5(525)
Maximum capacity with anti-cavitation 25%*1 [GPH(I/h)] 4.2(16.1) 10.7(40.4) 26.6(101) 66.5(252)
Maximum pressure [psi(bar)] 145(10) 58(4) 145(10) 58(4)
Maximum stroke frequency[stroke/min] 160
Mechanical Maximum suction lift during operating[ft(m)] 19.7(6)
data
Maximum suction lift when priming with wet valves[ft(m)] 4.9(1.5)
Maximum viscosity with spring-loaded valves*2[cps] 3000 cps at 50%capacity
Maximum viscosity without spring-loaded valves*2[cps] 200
Maximum liquid temperature[F,°C] 122(50)
Minimum liquid temperature[F,°C] 32(0)
Maximum ambient temperature[F,°C] 113(45)
Minimum ambient temperature[F,°C] 32(0)
Accuracy of repeatability t 1 %
Weight[Ibs,(kg)] 25.1 (11.4) 26 46.3(21) 49.6(22.5)
Weight and size
Diaphragm diameter[in,(mm)] 3.1 (79) 4.2(106) 4.9(124) 6.8(173)
Supply voltage[V] 1 x 100-240 V,50-60 Hz
at 100 V 1.25 2.40
Maximum current consumption[A]
Electrical at 230 V 0.67 1.0
data Maximum power consumption Pi[W] 67.1 240
Enclosure class IP65
Insulation class B
Cable data Power supply cable[ft,(m)] 4.9,(1.5)
Voltage in level sensor input[VDC] 5
Voltage in pulse input[VDC] 5
Signal Minimum pulse-repetition period[ms] 3.3
input Impedance in analog 0/4-20 mA input[fl] 250
Maximum loop resistance in pulse signal circuit[0] 250
Maximum loop resistance in level signal circuit[0] 250
Maximum load of alarm relay output,at ohmic load[A] 2
Signal output
Maximum voltage,alarm relay output[V] 42
Approvals cCSAus,CE,GOST*3
Sound pressure [dB(A)] <70
level
*1 Irrespective of backpressure.
*2 Maximum suction lift:3 ft.
i *3 DME pumps assembled in USA do not have CSA approval.
20 GRUNDFOS i<

DME
7. Pump selection o
DME 60 to 150 - standard range
DME, 50/60 Hz, 100-240 V with US 120 V Plug a.
E
Pump Head Control Valve Ball Connections, Gasket Control Product Ship O.
Material Variant Material Suction/Discharge Material Position Model Number Weight
[Ibs]
DME 60-10 15.85 GPH(60 I/h)up to 145 psi(10 bar)
EPDM Front DME60-10 AR-PP/E/C-F-21A3A3B 96528925
AR Side DME60-10 AR-PP/E/C-S-21A3A3B 96528926
FKM Front DME60-10 AR-PPN/C-F-21A3A3B 96528927
PP Ceramic 3/4"FNPT Side DME60-10 AR-PPN/C-S-21A3A3B 96528928
EPDM Front DME60-10 B-PP/E/C-F-21A3A3B 96528973
B Side DME60-10 B-PP/E/C-S-21A3A3B 96528974
FKM Front DME60-10 B-PP/V/C-F-21A3A3B 96528975
Side DME60-10 B-PP/V/C-S-21A3A3B 96528976
Front DME60-10 AR-PVN/C-F-21A3A36 96528929 25
AR
PVDF Ceramic 3/4"FNPT FKM Side DME60-10 AR-PVN/C-S-21A3A3B 96528970
B Front DME60-10 B-PV/V/C-F-21A3A3B 96528977
Side DME60-10 B-PV/V/C-S-21A3A3B 96528978
AR Front DME60-10 AR-SS/V/SS-F-21A3A3B 96528971
SS SS 3/4"FNPT FKM Side DME60-10 AR-SS/V/SS-S-21A3A3B 96528972
B Front DME60-10 B-SSN/SS-F-21A3A3B 96528980
Side DME60-10 B-SSN/SS-S-21A3A3B 96528981
DME 150-4 39.6 GPH(150 I/h)up to 58 psi(4 bar)
EPDM Front DME150-4 AR-PP/E/C-F-21A3A3B 96528982
AR Side DME150-4 AR-PP/E/C-S-21A3A3B 96528983
FKM Front DME150-4 AR-PPN/C-F-21A3A3B 96528984
PP Ceramic 3/4"FNPT Side DME150-4 AR-PPN/C-S-21A3A3B 96528985
EPDM Front DME150-4 B-PP/E/C-F-21A3A3B 96528990
Side DME150-4 B-PP/E/C-S-21A3A3B 96528991
FKM Front DME150-4 B-PP/V/C-F-21A3A3B 96528994
Side DME150-4 B-PP/V/C-S-21A3A3B 96528996 26
AR I Front DME150-4 AR-PV/V/C-F-21A3A3B 96528986
PVDF Ceramic 3/4"FNPT FKM Side DME150-4 AR-PV/V/C-S-21A3A3B 96528987
Front DME150-4 B-PV/V/C-F-21A3A3B 96528998
Side DME150-4 B-PV/V/C-S-21A3A3B 96528999
AR Front DME150-4 AR-SS/V/SS-F-21A3A3B 96528988
SS SS 3/4"FNPT FKM Side DME150-4 AR-SS/V/SS-S-21A3A3B 96528989
Front DME150-4 B-SS/V/SS-F-21A3A3B 96529001
Side DME150-4 B-SS/V/SS-S-21A3A3B 96529003
WEIGHTS:Shipping weights are approximate.
i<GRUNDFOS 21

DME
-0 DME 375 to 940 - standard range
DME, 50/60 Hz, 100-240 V with US 120 V Plug
•
Pump Head Control Valve Ball Connections, Gasket Control Product Ship
Material Variant Material Suction/Discharge Material Position Model Number Weight
O [Ibs]
DME 375-10 99.06 GPH(375 I/h)up to 145 psi(10 bar)
Front DME375-10 AR-PP/E/G-F-21A4A4B 96529006
EPDM Side DME375-10 AR-PP/E/G-S-21A4A4B 96529114
AR Front DME375-10 AR-PP/V/G-F-21A4A46 96529116
FKM Side DME375-10 AR-PP/V/G-S-21A4A48 96529117
PP Glass 1 1/4"FNPT Front DME375-10 B-PP/E/G-F-21A4A48 96529123
EPDM Side DME375-10 B-PP/E/G-S-21A4A4B 96529124
B Front DME375-10 B-PPN/G-F-21A4A4B 96529125
FKM Side DME375-10 B-PPN/G-S-21A4A4B 96529126
Front DME375-10 AR-PV/V/G-F-21A4A4B 96529118 47
AR Side DME375-10 AR-PV/V/G-S-21A4A4B 96529119
PVDF Glass 1 1/4"FNPT FKM Front DME375-10 B-PV/V/G-F-21A4A4B 96529128
B Side DME375-10 B-PVN/G-S-21A4A4B 96529130
AR Front DME375-10 AR-SS/V/SS-F-21A4A4B 96529120
Side DME375-10 AR-SS/V/SS-S-21A4A46 96529121
SS SS 1 1/4"FNPT FKM Front DME375-10 B-SSN/SS-F-21A4A46 96529132
B
Side DME375-10 B-SSN/SS-S-21A4A4B 96529135
DME 940-4 248.3 GPH(940 I/h)up to 58 psi(4 bar)
EPDM Front DME940-4 AR-PP/E/G-F-21A4A4B 96529137
Side DME940-4 AR-PP/E/G-S-21A4A46 96529139
AR Front DMR940-4 AR-PP/V/G-F-21A4A48 96529151
FKM Side DME940-4 AR-PPN/G-S-21A4A4B 96529155
PP Glass 1 1/4"FNPT Front DME940-4 B-PP/E/G-F-21A4A4B 96529163
EPDM Side DME940-4 B-PP/E/G-S-21A4A4B 96529164
B Front DME940-4 B-PPN/G-F-21A4A4B 96529165
FKM Side DME940-4 B-PPN/G-S-21A4A4B 96529166
Front DME940-4 AR-PV/V/G-F-21A4A4B 96529158 50
AR
PVDF Glass 1 1/4"FNPT FKM Side DME940-4 AR-PV/V/G-S-21A4A4B 96529160
Front DME940-4 B-PVN/G-F-21A4A4B 96529167
B
Side DME940-4 B-PVN/G-S-21A4A4B 96529168
Front DME940-4 AR-SS/V/SS-F-21A4A4B 96529161
AR Side DME940-4 AR-SS/V/SS-S-21A4A4B 96529162
SS SS 1 1/4"FNPT FKM Front DME940-4 B-SSN/SS-F-21A4A4B 96529169
B Side DME940-4 B-SS/V/SS-S-21A4A4B 96529170
WEIGHTS:Shipping weights are approximate.
Non-standard options
Option
Spring-loaded check valves
P rofi bu s
PTFE balls in PP or PVDF check valves(only DME 375 to 940)
SS balls in PP or PVDF check valves
Metric inlet/discharge connection
International plug types
PTFE gaskets
Hastelloy C balls
Please contact the factory for ordering information.
22 GRUNDFOS •

DME
8. Pumped liquids
The resistance table below is intended as a general Note: Some of the liquids in this table may be toxic, g
guide for material resistance(at room temperature), corrosive or hazardous. Please be careful when m
and does not replace testing of the chemicals and handling these liquids.
pump materials under specific working conditions. E
The data shown are based upon information from a
various sources available, but many factors(purity,
temperature, abrasive particles, etc.) may affect the
chemical resistance of a given material.
Materials
Pump housing Gasket Ball
Pumped liquid 20°C Concentration% c
m u
y E w
0 ID U NC a. f LL • •c w
a. as ai a. U. W U I—cn U 0 0
25 • . • • - • ) • • • •
Acetic acid CH3COOH 60 • • • • - ) - • ) • •
85 • • • - - - - • ;) • •
Aluminium chloride AICI3 40 • • - . • • • • • • •
Aluminium sulphate Al2(SO4)3 60 • • • • • • • • • • •
Ammonia,aqueous NH4OH 28 • • • • - • • • ) • -
Calcium hydroxide*7 Ca(OH)2 . • . • • • • • • • -
Calcium hypochlorite Ca(0CI)2 20 ) • - • • • • • • • •
10 • • • • • • • • • • •
Chromic acid*5 H2Cr04 30 . • . 7 . . 7 •
40 - • - • • - • • 7 • •
50 • • - • • - • • ') • •
Copper sulphate CuSO4 30 • • • • • • • • • • •
Ferric chloride*3 FeCl3 100 • • - • • • • • • • •
Ferric sulphate*3 Fe2(SO4)3 100 • • • • • • • • • • •
Ferrous chloride FeCl2 100 • • - • • • • • • • •
Ferrous sulphate FeSO4 50 • • • . • • • . • • •
<25 • • - • 0 • • • • • •
Hydrochloric acid HCI -
25-37 • • - • - • - • ) • •
Hydrogen peroxide H202 30 • • • • • • • • • • •
10 • • • • • • • • • • •
30 • • • • • • • • - • •
Nitric acid HNO3
-
40 ') • • • • • - • - • •
70 - • • - • - - • - • •
Peracetic acid CH3C000H 5 • • - • - • • • • • •
Potassium hydroxide KOH 50 • - • • - • • • O • -
Potassium permanganate KMn04 10 • • • • - • • • • • •
Sodium chlorate NaCl03 30 • • • • ) • • • - • •
Sodium chloride NaCI 30 • • - • • . . • • •
Sodium chlorite NaCIO2 20 • ,) - - • • . • . • •
20 • -) • • • • • • 7 • -
Sodium hydroxide NaOH 30 • - • • • • • • 7 • -
50 • - • • • • • • 0 • -
Sodium hypochlorite NaOCI 20 7 • - • • • • • • • •
Sodium sulphide Na2S 30 • • • • • • • • • • -
Sodium sulphite*6 Na2S03 20 • • • • • • • • • • -
Sulphurous acid H2S03 6 • • • • • . . . • . --)
<80 • • ) • ) • • 3 . )
Sulphuric acid*4 H2SO4
• Suitable. *3 Risk of crystallization.
O Limited. *4 Reacts violently with water and generates much heat.(Pump should be absolutely dry before dosing sulphuric acid.)
- Not suitable. *5 Must be fluoride-free when glass balls are used.
*6 In neutral solutions.
*7 Saturated solution 0.1 %.
GRUNDFOS< 23

DME
D 9. Accessories
W Grundfos offers a comprehensive range of accessories
o covering every need when dosing with Grundfos
O dosing pumps.
Overview
4 8 _ 41
4 Li 2 3
1iii ;' :
f Y
a
fi I
, 1:31 Cs1
` 'I I.
8 C +II�
a
... cztct . — • ;147
Y 1 1 ' "
/ / ////////////// �//l m
Fig. 19 Overview
Legend Additional Accessories
Pos. Component Page Accessory Page
1 Tank Control cables 25
2 Electric agitator Diaphragm leak sensor 14
3 Calibration column 31 Foot valve 26
Level control unit 29
4 Inlet stabilizer
Hand mixer
5 Pump
Pump connectors 28
6 Pressure relief valve 32 Service kits/parts
7 Back pressure valve 32
8 Pulsation dampener
9 Measuring glass
10 Injection valve 27
NO
24 GRUNDFOS

DME
Control cables o
r.
Cable and plug for connection of pump to external 0
to
control devices, such as process controllers, flow ap
meters, starUstop contacts, and level sensors. 0
Grundfos level control units are factory-fitted with Q
cable and plug connection for Grundfos dosing pumps.
The cables and plugs fit all dosing pumps, type DME.
Cable material: PUR (0.34 mm2)
Plug type: M12
Relay plug: MINI-CON-X.
eiC:) o
a
u)
cn
I-
Signal Number of Type Cable length Product number
poles Eft]
Control cable with plug 6.5 96440447
Pulse,0/4-20 mA 5 16 96440448
Plug terminal without cable - 96440449
Control cable with plug 6.5 96440450
Dual-level or stop signal 4 Control cable with plug 16 96449451
Plug terminal without cable - 96440452
Extension cable 6.5 96483235
Stop dosing input and output 5 Control cable with plug 6.5 96527109
Control cable with plug 16 96527111
Alarm Relay Cable 3 Relay cable with plug 6.5 96534214
Relay cable with plug 16 96534215
Leak detention
Optoelectronic leak sensor inserts in the drain hole
behind the diaphragm. /
The sensor unit consists of:
• Transmitter receiver
• Holder for fitting sensor in the backplate '•
• M12 plug and wire to transmit signal to pump.
When the liquid gets into contact with the sensor, the
light refraction changes, causing the sensor to emit a
signal.
1111/
The signal emitted from the sensor triggers the pump
to stop dosing and changes the state of the pump's m
alarm relay. c,
Cable Product
Pump type Size Type length number
(m]
DME 60 to 940(1/h) M12 Leakage 0.5 m 96528620
sensor M12
GIRUNDFOS< 25

DME
> Foot valve
Foot valve complete with non-return valve, strainer
C and tube or pipe connection.
0
0
0
N
0
Dimensions
0
s,r m, L.
0.N
• E.
F-
Fig.20 Foot valves
Max flow rate Materials Connection Dimensions
Size Product Number
GPH(I/h) Housing Gasket Ball Type IDIOD or NPT 0[in] L[in]
PP EPDM 96566136
105.7(400) NPT 3/4" FKM Ceramic NPT 3/4" 3/4" 4.5 96566138
PVDF FKM 96566139
SS FKM SS 96537921
PP EPDM 96566145
303.8(1150) NPT 1 1/4" PP FKM Glass NPT 1 1/4" 1 1/4" 6.6 96566146
PVDF FKM 96566147
SS FKM SS 96537970
26 GRUNDFOSN

DME
Injection valve m
r.
Injection valve complete with spring-loaded non-return a
valve, injection pipe and tube or pipe connection. m
Spring material: Hastelloy v
Opening pressure: 16 psi (1.1 bar). Q
Maximum temperature:
PP, PVDF: 122 °F(50 °C)
PVC: 104 °F(40 °C)
Stainless steel: 176°F (80 °C).
Dimensions
d
0
Mil
v,
J m
111111 7;Itf0
7/
o
Ian ...
0
III r)
c
m
0
0
F-
Fig.21 Injection valve
Max flow rate Materials Connection Dimensions
Size Product Number
GPH.(I/h) Housing Gasket Ball Type NPT d(in) L(in)
PP EPDM 96566142
FKM Ceramic 96566143
105.7(400) NPT 3/4" PVDF FKM NPT 3/4" 3/4"NPT 4.8 96566144
SS FKM SS 96537923
PP EPDM 96566148
PP FKM Glass 96566149
303.8(1150) NPT 1 1/4" PVDF FKM NPT 1 1/4" 1 1/4"NPT 4.73 96566152
SS FKM SS 96537971
GRUNCIFOS CX 27

DME
D Connectors
w
0
0
C)
Ca
0
0
F-
Fig.22 Connector
NPT Connection kits(2 connectors per kit)
Size Product
Pump type Material Number
(ID)
PVC 96537892
DME 60,DME 3/4"FNPT PP 96608415
150 PVDF 96608417
SS 96537894
PVC 96537893
DME 375, 1 1/4"FNPT PP 96731912
DME 940 PVDF 96731901
SS 96537895
Union Nut kits(2 unions per kit)
Pump type Material Product
Number
PP 96633937
DME 60,DME PVDF 96633938
150
SS 96731917
PP 96731916
DME 375, PVDF 96731915
DME 940
SS 96731914
28 GRUNDFOS i<

DME
Level-control Flexible level-control unit o
Dual reed switch level sensor is preset to NO(normally Unit includes: p
open) but can be set to NC (normally closed)by • Reed switch unit with 2 floaters. p
turning the floater(s). • 5 m of cable with PE jacket and M12 plug. w
Electrical data • Weight that keeps the level-control unit in an upright Q
• Max. voltage: 48 V position at the tank bottom.
• Max. current: 0.5 A • PE cap, 058 mm, for assembly in Grundfos
cylindrical tanks, or for use with tank adaptors.
• Max. load: 10 VA.
Dimensions
Level-control unit for mixer protetion
Level-control units for mixer protection are used for 012
suction lances for pumps up to 60 I/h.They are clipped 09
to the suction lances at the required switch-off height
above the mixer propeller. 06 '
Level-control units can also be used for overfill
protection or as an additional tank level indication. NIMBI I—i ,
• A level-control unit for mixer protection includes: n� —.—._I^
• Reed switch unit with 1 floater MM
056
• 5 m cable with PE jacket and open wire ends
G5/8
• Clip for suction lance ICI
• Cable gland for mounting at the tank top. .,
-� mc.,
M12x1.5 ■i IIII
al, ..9 .,
1 iIi
i I o
Ill.
o
IS .c2 F-
1I
$ Fig.24 Flexible level-control unit
1
; Description Material Product No.
n Flexible level-control unit PE 98375695
s�as�� cc,„llllllitiillllll� .-
1
I I
M
45 i
rn
m
m
0 32 J ,t
1-
Fig.23 Level switch for mixer protection
Description Material Product No.
Level switch for mixer protection PE 98306210
GRUNDFOS i< 29

DME
D Dosing monitor
Flow verification sensor with alarm output
cn
0
ce
v,
m
N_
el
0,0
co
0
Fig.25 Dosing monitor
Materials in contact with the Product number
dosing liquid DME 60-150 DME 375-940
PP(body),EPDM(gasket) 96655230 96655232
PP(body),FKM(gasket) 96655231 96655233
Dimensions
B
MI
IIIII F
11 lul I I
■--.
0
i
G•II
I
hF
i I I
E ,,,,-
,.,
D m
i-
Fig.26 Dosing monitor
A D E F
Pump Type [mm] B [mm] [mm] [mm]
DME 60-150 110 5/4" 5/4" 39.5 45.5 950 1
DME 375-940 140 2" 2" 56.5 62.5 950
Technical Data
Maximum pressure[psi,bar] 145,10
Maximum liquid temperature[°F,°C] 122,50
Maximum liquid viscosity[mPa s] 500*
* Field testing is recommended for fluids that exceed noted viscosity
above.
30 GRUNDFOS<

DME
Calibration columns
• Graduated cylinders in ml o
• NPT connections co
• Glass column protected by outer acrylic shield.
pn 1 '
Fig.27 Glass Fig.28 PVC
Suggested column size for DME pumps.
DME 60-10 150-4 375-10 940-4
ml 2000 4000 6000 20000
Wetted Materials
Tube End Cap 0-ring Volume[ml] Connection NPT Model Material Number
PVC PVC Won 2000 1" 2-2000 97918770
4000 1" 2 4000 97918771
10000 2" 2-10 00 97918772
20000 2" 2-20000 97918773
Glass PVDF Viton 2000 1" ACS# 97918778
2-2000 GKV
4000 1" ACS# 97918779
2-4000 GKV
6000 2" ACS# 97918780
2-6000 GKV
ACS#
20000 2" 2-20000 GKV TBD
GRUNDFOS i< 31

DME
Back-pressure or relief valve
selection
Valves can be used for either back pressure or
co pressure relief.
Back pressure: Two port valve installed inline on the
pump discharge line provides continuous pressure to
facilitate proper pump check valve operation to
maintain accuracy and prevent siphoning.
Pressure relief: Two port offline valve installed on the
pump discharge is designed to protect the pump and
discharge line from overpressure due to blocked
discharge piping or closed valves downstream.
Back pressure installation: Inline
Pressure relief installation: T-connection offline
• Setting range: 7 to 150 psi
• Factory set opening pressure: 50 psig
• Diaphragm: PTFE, or PVC on PVC valve body.
®ems
� r �
•
Fig.29 Valves
Maximum Pressure vs.Temperature
Valve Material
Temperature
PVC CPVC PP PVDF SS
°F °C PSI[Bar] PSI[Bar] PSI[Bar] PSI[Bar] PSI[Bar]
68 20 150(10.3) 150(10.3)
86 30 110(7.6) 150(10.3) 150(10.3) 150(10.3)
104 70 70(4.8) 100(6.9)
122 '30 30(2.1) 140(9.6) 65(4.5)
32 GRUNDFOSN

DME
to
m
0D o
m
H a
., , ii: 4✓
- )
h
cn
o
O
L.
H
Fig.30 Dimensions
Dimensions:inches[mm] PVC,CPVC,PP,PVDF
Size DN HD h H L L L L
Connection Type: Thread Socket Union Flange
1/4" 8
3/8" 10 2.5(63.5) .66(16.7) 4.48(113.9) 3.4(86.4) 3.4(86.4) 6(152.4) N/A
1/2" 15 5.4(137.2)
3/4" 20 7.37(187.1)
1" 25 3.5(88.9) .88(22.4) 4.8(121.9) 4.85(123.2) '4.85(123.2) 6.96(176) 7.48(190)
1 1/4" 32 4.9(124.5) 4.9(124.5) 7.8(198.1)
1 1/2" 40 4(101.6) 1.47(37.3) 5.75(146.1) 9.4(237.7) 9.2(234.7)
6.1 (154.9) 6.1 (154.9)
2" 50 9.54(242.3)
Dimensions:inches(mm) 316L Stainless Steel
Size DN 0D h H L L L L
Connection Type: Thread Socket Union Flange
1/4" 8 .66(16.7) 4.47(113.5) -
N/A
3/8" 10 2.5(63.5) .49(12.4) 4.58(116.3) 2.5(63.5) 2.5(63.5) N/A
1/2" 15 .66(16.7) 4.72(119.9) 6.25(158.8)
3/4" 20 .73(18.5) 4.8(121.9) 7.48(190.1)
1" 25 3.5(88.9) .86(21.8) 5.1 (129.5) 3.5(88.9) 3.5(88.9) N/A 7.63(193.9)
1 1/4" 32 1.05(26.7) 5.77(146.6) 4(101.6) 4(101.6) 8.29(210.6)
1 1/2" 40 4(101.6) N/A 9.59(243.6)
1.45(36.8) 5.82(147.8) 4.72(119.9) 4.72(119.9)
2" 50 9.72(246.9)
GRUNDFOS i< 33

DME
Type key
to Example: BPV/PRV ECO-SOA-PVC-P-NL
p — — —
tD
co Back Pressure/Relief Valve Options:
2 port design NL=Gauge port-NPT,left to right flow
BL=Gauge port-BSP,left to right flow
Size: NR=Gauge port,NPT,right to left flow
25= 1/4",DN8 BR=Gauge port,BSP,right to left flow
38= 3/8",DN 10
50= 1/2",DN 15 Diaphragms:
75 = 3/4",DN 20 P=PVC(standard on PVC valves)
100= 1",DN 25 T= PTFE backed EPDM
125 = 1 1/4",DN 32 (standard except PVC valves)
150= 1 1/2",DN 40 E=EPDM
200=2",DN 50 V=Viton
Connections: Body Material:
A= NPT PVC= Polyvinylchloride
B=BSPT CPVC=Chlorinated PVC(Corzan)
C=Socket(ANSI) PP= Polypropylene
D=Socket(DIN) PVDF= Polyvinyldene Flouride
E= Flanged(ANSI) SS= 316L Stainless Steel
F=Flanged(DIN)
G= Union x NPT(plastic only)
H= Union x BSPT(plastic only)
I= Union x Socket(ANSI,plastic only)
1= Union x Socket(DIN,plastic only)
M
B
Note:
Viton o-ring seals are standard on all union style valves. EPDM and PTFE encapsulated o-rings are available as o
an option. f
34 GRUNDFOSN

DME
Size Connection Valve Type Description Material Number _m
PVC BPV/PRV ECO-50A-PVC-P 98533515 47
O
CPVC BPV/PRV ECO-50A-CPVC-T 98533516 N
N
NPT PP BPV/PRV ECO-50A-PP-T 98533517 0
PVDF BPV/PRV ECO-50A-PVDF-T 98533518 v
SS BPV/PRV ECO-50A-SS-T 98533519
PVC BPV/PRV ECO-50C-PVC-P 98533984
CPVC BPV/PRV ECO-50C-CPVC-T 98533986
Socketweld PP BPV/PRV ECO-50C-PP-T 98533987
ASTM
PVDF BPV/PRV ECO-50C-PVDF-T 98533988
SS BPV/PRV ECO-50C-SS-T 98533989
PVC BPV/PRV ECO-50G-PVC-P 98533996
1/2" Union NPT CPVC BPV/PRV ECO-50G-CPVC-T 98533997
Socket inserts PP BPV/PRV ECO-50G-PP-T 98533999
PVDF BPV/PRV ECO-50G-PVDF-T 98534000
PVC BPV/PRV ECO-501-PVC-P 98534011
Union ASMT CPVC BPV/PRV ECO-501-CPVC-T 98534013
Socket inserts PP BPV/PRV ECO-501-PP-T 98534014
PVDF BPV/PRV ECO-501-PVDF-T 98534016
PVC BPV/PRV ECO-50E-PVC-P 98534021
CPVC BPV/PRV ECO-50E-CPVC-T 98534022
Flanged PP BPV/PRV ECO-50E-PP-T 98534023
ANSI
PVDF BPV/PRV ECO-50E-PVDF-T 98534024
SS BPV/PRV ECO-50E-SS-T 98534025
PVC BPV/PRV ECO-75A-PVC-P 98538293
CPVC BPV/PRV ECO-75A-CPVC-T 98538296
NPT PP BPV/PRV ECO-75A-PP-T 98538297
PVDF BPV/PRV ECO-75A-PVDF-T 98538298
SS BPV/PRV ECO-75A-SS-T 98538299
PVC BPV/PRV ECO-75C-PVC-P 98538308
CPVC BPV/PRV ECO-75C-CPVC-T 98538309
Socketweld PP BPV/PRV ECO-75C-PP-T 98538310
ASTM
PVDF BPV/PRV ECO-75C-PVDF-T 98538311
SS BPV/PRV ECO-75C-SS-T 98538312
PVC BPV/PRV ECO-75G-PVC-P 98538321
3/4" Union NPT CPVC BPV/PRV ECO-75G-CPVC-T 98538322
Socket inserts PP BPV/PRV ECO-75G-PP-T 98538323
PVDF BPV/PRV ECO-75G-PVDF-T 98538324
PVC BPV/PRV ECO-751-PVC-P 98538330
Union ASMT CPVC BPV/PRV ECO-751-CPVC-T 98538331
Socket inserts PP BPV/PRV ECO-751-PP-T 98538332
PVDF BPV/PRV ECO-751-PVDF-T 98538333
PVC BPV/PRV ECO-75E-PVC-P 98538338
CPVC BPV/PRV ECO-75E-CPVC-T 98538339
Flanged PP BPV/PRV ECO-75E-PP-T 98538340
ANSI
PVDF BPV/PRV ECO-75E-PVDF-T 98538341
SS BPV/PRV ECO-75E-SS-T 98538342
GRUNDFOS i< 35

DME
,s
Size Connection Valve Type Description Material Number
PVC BPV/PRV ECO-100A-PVC-P 98538353
H CPVC BPV/PRV ECO-100A-CPVC-T 98538354
0 NPT PP BPV/PRV ECO-100A-PP-T 98538355
0 PVDF BPV/PRV ECO-100A-PVDF-T 98538356
N SS BPV/PRV ECO-100A-SS-T 98538357
PVC BPV/PRV ECO-100C-PVC-P 98538373
CPVC BPV/PRV ECO-100C-CPVC-T 98538374
Socketweld PP BPV/PRV ECO-100C-PP-T 98538375
ASTM
PVDF BPV/PRV ECO-100C-PVDF-T 98538376
SS BPV/PRV ECO-100C-SS-T 98538377
PVC BPV/PRV ECO-100G-PVC-P 98538394
1" Union NPT CPVC BPV/PRV ECO-100G-CPVC-T 98538396
Socket inserts PP BPV/PRV ECO-100G-PP-T 98538397
PVDF BPV/PRV ECO-100G-PVDF-T 98538398
PVC BPV/PRV ECO-1001-PVC-P 98538403
Union ASMT CPVC BPV/PRV ECO-1001-CPVC-T 98538404
Socket inserts PP BPV/PRV ECO-1001-PP-T 98538405
PVDF BPV/PRV ECO-1001-PVDF-T 98538406
PVC BPV/PRV ECO-100E-PVC-P 98538412
CPVC BPV/PRV ECO-100E-CPVC-T 98538413
Flanged PP BPV/PRV ECO-100E-PP-T 98538414
ANSI
PVDF BPV/PRV ECO-100E-PVDF-T 98538415
SS BPV/PRV ECO-100E-SS-T 98538416
PVC BPV/PRV ECO-125A-PVC-P 98538905
CPVC BPV/PRV ECO-125A-CPVC-T 98538906
NPT PP BPV/PRV ECO-125A-PP-T 98538907
PVDF BPV/PRV ECO-125A-PVDF-T 98538908
SS BPV/PRV ECO-125A-SS-T 98538909
PVC BPV/PRV ECO-125C-PVC-P 98538925
CPVC BPV/PRV ECO-125C-CPVC-T 98538926
Socketweld PP BPV/PRV ECO-125C-PP-T 98538927
ASTM
PVDF BPV/PRV ECO-125C-PVDF-T 98538928
SS BPV/PRV ECO-125C-SS-T 98538929
PVC BPV/PRV ECO-125G-PVC-P 98539629
1 1/4" Union NPT CPVC BPV/PRV ECO-125G-CPVC-T 98539630
Socket inserts PP BPV/PRV ECO-125G-PP-T 98539642
1 PVDF BPV/PRV ECO-125G-PVDF-T 98539643
PVC BPV/PRV ECO-1251-PVC-P 98539648
Union ASMT CPVC BPV/PRV ECO-1251-CPVC-T 98539649
Socket inserts PP BPV/PRV ECO-1251-PP-T 98539650
PVDF BPV/PRV ECO-1251-PVDF-T 98539651
PVC BPV/PRV ECO-125E-PVC-P 98539656
CPVC BPV/PRV ECO-125E-CPVC-T 98539657
Flanged PP BPV/PRV ECO-125E-PP-T 98539658
ANSI
PVDF BPV/PRV ECO-125E-PVDF-T 98539659
SS BPV/PRV ECO-125E-SS-T 98539660
kNO°
36 GRUNDFOS

DME
Size Connection Valve Type Description Material Number y
PVC BPV/PRV ECO-150A-PVC-P 98539670 .O
CPVC BPV/PRV ECO-150A-CPVC-T 98539671 N
to
NPT PP BPV/PRV ECO-150A-PP-T 98539672 d
PVDF BPV/PRV ECO-150A-PVDF-T 98539673 V
SS BPV/PRV ECO-150A-SS-T 98539674 4
PVC BPV/PRV ECO-150C-PVC-P 98539680
CPVC BPV/PRV ECO-150C-CPVC-T 98539681
Socketweld PP BPV/PRV ECO-150C-PP-T 98539682
ASTM
PVDF BPV/PRV ECO-150C-PVDF-T 98539683
SS BPV/PRV ECO-150C-SS-T 98539684
PVC BPV/PRV ECO-150G-PVC-P 98539690
1 1/2" Union NPT CPVC BPV/PRV ECO-150G-CPVC-T 98539691
Socket inserts PP BPV/PRV ECO-150G-PP-T 98539692
PVDF BPV/PRV ECO-150G-PVDF-T 98539693
PVC BPV/PRV ECO-1501-PVC-P 98539698
Union ASMT CPVC BPV/PRV ECO-1501-CPVC-T 98539699
Socket inserts PP BPV/PRV ECO-1501-PP-T 98539700
PVDF BPV/PRV ECO-1501-PVDF-T 98539701
PVC BPV/PRV ECO-150E-PVC-P 98539706
CPVC BPV/PRV ECO-150E-CPVC-T 98539707
Ranged PP BPV/PRV ECO-150E-PP-T 98539708
ANSI
PVDF BPV/PRV ECO-150E-PVDF-T 98539709
SS BPV/PRV ECO-150E-SS-T 98539710
PVC BPV/PRV ECO-200A-PVC-P 98539771
CPVC BPV/PRV ECO-200A-CPVC-T 98539772
NPT PP BPV/PRV ECO-200A-PP-T 98539773
PVDF BPV/PRV ECO-200A-PVDF-T 98539774
SS BPV/PRV ECO-200A-SS-T 98539775
PVC BPV/PRV ECO-200C-PVC-P 98539781
CPVC BPV/PRV ECO-200C-CPVC-T 98539782
Socketweld PP BPV/PRV ECO-200C-PP-T 98539783
ASTM
PVDF BPV/PRV ECO-200C-PVDF-T 98539784
SS BPV/PRV ECO-200C-SS-T 98539786
PVC BPV/PRV ECO-200G-PVC-P 98540404
2" Union NPT CPVC BPV/PRV ECO-200G-CPVC-T 98540405
Socket inserts PP BPV/PRV ECO-200G-PP-T 98540407
PVDF BPV/PRV ECO-200G-PVDF-T 98540409
PVC BPV/PRV ECO-2001-PVC-P 98540415
Union ASMT CPVC BPV/PRV ECO-2001-CPVC-T 98540416
Socket inserts PP BPV/PRV ECO-2001-PP-T 98540417
PVDF BPV/PRV ECO-2001-PVDF-T 98540418
PVC BPV/PRV ECO-200E-PVC-P 98540434
CPVC BPV/PRV ECO-200E-CPVC-T 98540435
Ranged PP BPV/PRV ECO-200E-PP-T 98540436
ANSI
PVDF BPV/PRV ECO-200E-PVDF-T 98540437
SS BPV/PRV ECO-200E-SS-T 98540438
GRUNDFOS i< 37

DME
10. Grundfos Product Center
w Online search and sizing tool to help you _
make the right choice.
http://product-selection.grundfos.com
n
m
m z. _
Imam
"SIZING"enables you to "REPLACEMENT"enables you to find a
size a pump based on replacement product. • •
entered data and Search results will include information on
selection choices.
• the lowest purchase price
• the lowest energy consumption
• the lowest total life cycle cost.
us t .
Ptodct rave USA 1 uo Hz I Language Enpen(USA)
GRUNDFOSiv I PRODUCT CENTER change seillnps
HOMI FIND PROM 14 I fOt4PAR. YOUR PRO)KTS SAVTD TT I KS HI I P
FIN S PRODUCTS AND SOLUTIONS
SEARCH
•
SIZING 1 LIQUIDS
1001101110
QUICX S1IING
Enter duty point Select what to size by
r bw(Or US,. Jize by anphcabon
Head r++Y n -
Saze by Pam des at 'OAP T SlZINu
See by pump fattry
ADVANCED SOW O Pavan+ .. appYcaoon Q GlMaea selection
"CATALOG"gives you "LIQUIDS"enables you to find pumps
access to the Grundfos designed for aggressive,flammable
product catalog. or other special liquids.
All the information you need in one place Downloads
Performance curves.technical specifications.pictures.dimensional drawings,motor On the product pages.you can download
curves,wiring diagrams.spare parts,service kits.3D drawings.documents.system parts. Installation and Operating Instructions.Data
The Product Center displays any recent and saved items—including complete projects— Booklets,Service Instructions,etc.in PDF format
right on the main page.
Subject to alterations.
38 GRUNDFOS i�

DME
Grundfos GO a)
Mobile solution for professionals on the GO! U
Grundfos GO is the mobile tool box for professional
o
users on the go. It is the most comprehensive platform m
for mobile pump control and pump selection including o
sizing, replacement and documentation. It offers a
intuitive, handheld assistance and access to Grundfos c
online tools, and it saves valuable time for reporting -o
and data collection. c
3
C9
•
0 ' • 0
■
■
•
ell .1
GET IT ON ' o4
•
._ vii. Google play
. „ _. •
e e e
w n =El
M.
0
II li. ■
'
■
m
■
Available on the
■ o4
® App Store •
Q ■
GRUNDFOS i� 39

be think innovate
0
N
0
U
s
E
05
N
71,
5
98472234 0615
ECM:1161195
Grundfos Kansas City
17100 West 118th Terrace .5
Olathe,Kansas 66061
Phone:[phone]
Fax:[phone]
www.grundfos.us
Grundfos Canada
2941 Brighton Road
Oakville,Ontario L6H 6C9 Canada
Phone:[phone]
Fax:[phone]
www.grundfos.ca
Grundfos Mexico
Boulevard TLC No.15
Parque Industrial Stiva Aeropuerto
C.P.66600 Apodaca,N.L.Mexico
Phone:[phone]
Fax [phone]
www.grundfos.mx
N
G RUNDFOS