NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 2614]
[Saturday, June 9, 2007]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a general permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or amendment Section III WQM Industrial, sewage or animal waste; discharge into groundwater Section IV NPDES MS4 individual permit Section V NPDES MS4 permit waiver Section VI NPDES Individual permit stormwater construction Section VII NPDES NOI for coverage under NPDES general permits For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.
For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. Comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.
The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0029777
(Minor Sewage)Ed Coleman
Westgate Water & Sewer Municipal Authority
184 Keiserville Road
Tunkhannock, PA 18657Wyoming County
Washington TownshipUNT to North Branch Susquehanna River
4GY PA0062316
(Sewage)Blue Mountain Village
Sales, Inc.
a/k/a Pleasant Valley
Manor, Inc.
1 Blue Mountain Village
Saylorsburg, PA 18353Ross Township
Monroe CountyAquashicola Creek
2BY PA0012092
Industrial WasteBOC Gases
575 Mountain Avenue
Murray Hill, NJ 07974Bethlehem City
Northampton CountyUNT to Lehigh River
02CY PA0035726
SewageCamp Ramah
HCR Box 4000
Lake Como, PA 18437Buckingham Township
Wayne CountyUNT to Equinunk Creek
01AY
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0246654
(Sew)Centre Township Municipal Authority
449 Bucks Hill Road
Mohrsville, PA 19541Berks County
Centre TownshipUNT to Irish Creek
3-BY PA0246727
(Sew)Dudley Carbon Coalmont Joint
Municipal Authority
P. O. Box 276
Dudley, PA 16634Carbon Township
Huntingdon CountyShoups Run
11-DY PA0246859
(IW)Amos Lynn Hoover
Hickory Lane Farm
R. D. 1
Box 80
Blain, PA 17006Jackson Township
Perry CountySherman's Creek
7-AY PA0246719
(IW)Rodney L. Metzler
Pleasant View Farms, Inc.
R. D. 1
Box 124
Martinsburg, PA 16662Blair County
North Woodbury TownshipHalter Creek
11-AY PA0080349
(SEW)Chesapeake Estates of Thomasville
585 Martin Road
Gettysburg, PA 17325York County
Jackson TownshipLittle Conewago Creek
7-FY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0115231
SPWoodland Bigler Area Authority
P. O. Box 27
Woodland, PA 16881-0027
Clearfield County
Bradford TownshipRoaring Run
8CY PA0113824
SNGSP Management Company
P. O. Box 677
Morgantown, PA 19543-0677
Lycoming County
Upper Fairfield TownshipKaiser Hollow
10BY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
PA0053392, Industrial Waste, SIC Nos. 4581 and 4513, UPS, Inc., 1 Hog Island Road, Philadelphia, PA 19153-3996. This existing facility is located in Tinicum Township, Delaware County.
Description of Proposed Activity: Renewal of NPDES permit to discharge stormwater from the runways and fuel storage and usage areas of a UPS air terminal and distribution center.
The receiving stream, the Delaware River, is in the State Water Plan Watershed 3G and is classified for: WWF, industrial water supply, wildlife water supply, boating, fishing and water contact sports. There is no downstream public water supply intake.
The proposed effluent limits for Outfall 001 are based on a design flow of an average storm event.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Annual Daily Maximum (mg/l) CBOD5 Monitor COD Monitor Oil and Grease 15 Total Suspended Solids Monitor 30 pH (standard units) 6.0 I-Min. Iron (Dissolved) Monitor 9.0 Propylene Glycol Monitor The proposed effluent limits for Outfalls 002-004 are based on a design flow of an average storm event.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Annual Daily Maximum (mg/l) Oil and Grease 15 30 pH (standard units) 6.0 I-min. 9.0 In addition to the effluent limits, the permit contains the following major special conditions:
1. Change in Ownership
2. Stormwater Requirements
3. Fire Sprinkler System DischargeThe EPA waiver is in effect.
PA0050920, Sewage, SIC 6513, Home Properties, Inc., 610 Freedom Business Center, Suite 100, King of Prussia, PA 19406. This proposed facility is located in East Whiteland Township, Chester County.
Description of Proposed Activity: renewal of an NPDES permit to discharge treated sewage from William Henry APT STP.
The receiving stream, UNT to Ridley Creek, is in the State Water Plan Watershed 3G and is classified for: HQ-TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for aqua PA main system is located on Ridley Creek and is 15.6 miles below the point of discharge.
The proposed effluent limits for Outfall 001 before the plant upgrade are based on a design flow of 0.069 mgd.
Mass (lb/day) Concentration (mg/l) Average Average Instantaneous Parameters Monthly Monthly Maximum (mg/l) CBOD5 (5-1 to 10-31) 11.5 20 40 (11-1 to 4-30) 14.4 25 50 Total Suspended Solids 17.3 30 60 Ammonia as N (5-1 to 10-31) 1.0 1.8 3.6 (11-1 to 4-30) 3.1 5.4 10.8 Fecal Coliform 200/100 ml 1,000/100 ml Total Residual Chlorine 0.1 0.2 Dissolved Oxygen 6.0
(Instantaneous
Minimum)pH 6.0 to 9.0 standard units at all the time The proposed effluent limits for Outfall 001 after the plant upgrade are based on a design flow of 0.069 mgd.
Mass (lb/day) Concentration (mg/l) Average Average Instantaneous Parameters Monthly Monthly Maximum (mg/l) CBOD5 (5-1 to 10-31) 5.8 10 20 (11-1 to 4-30) 8.6 15 30 Total Suspended Solids 5.8 10 20 Ammonia as N (5-1 to 10-31) 1.0 1.8 3.6 (11-1 to 4-30) 3.1 5.4 10.8 Phosphorus, Total 0.3 0.5 1.0 Fecal Coliform 200/100 ml 1,000/100 ml Total Residual Chlorine 0.06 0.2 Dissolved Oxygen 6.0
(Instantaneous
Minimum)pH 6.0 to 9.0 standard units at all the time In addition to the effluent limits, the permit contains the following major special conditions:
1. Operator Notification.
2. Abandon STP When Municipal Sewers Available.
3. Remedial Measures if Unsatisfactory Effluent.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Change of Ownership.
7. Chlorine Minimization.
8. Proper Sludge Disposal.
9. Operator Certification.
10. I-Max Limits.
11. 2/Month Sampling.
12. Laboratory Certification.
13. Schedule for the Plant Upgrade.PA0050342, Sewage, SIC 4952, Upper Pottsgrove Township, 1309 Farmington Avenue, Pottstown, PA 19464. This proposed facility is located in Upper Pottsgrove Township, Montgomery County.
Description of Proposed Activity: This application is for renewal of a NPDES permit to discharge treated sewage from Regal Oaks Subdivision's STP in Upper Pottsgrove Township, Montgomery County. This is an existing discharge to Sprogels Run.
The receiving stream, Sprogels Run, is in the State Water Plan Watershed 3D and is classified for: WWF. There is no Public Water supply down stream to the discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 17,900 gallons.
Average Instantaneous Parameters Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 30 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15.0 Total Residual Chlorine 0.5 1.20 Fecal Coliform 200 col/100 ml
geometric mean1,000 col/100 ml Dissolved Oxygen Minimum of 5.0 mg/l at all times
pH Within limits of 6.0 to 9.0 standard units at all times The EPA waiver is in effect.
In Addition to the above effluent limits, the permit continues the following major special conditions.
1. Abandon STP When Municipal Sewers Become Available.
2. Remedial Measures If Unsatisfactory Effluent.
3. Acquire Necessary Property Rights.
4. Small Stream Discharge.
5. Transfer of Permit.
6. Minimize Chlorine.
7. Proper Sludge Disposal.
8. Instantaneous Maximum Limitation.
9. Twice a Month Monitoring Frequency.
10. TMDL/WLA Requirement.
11. Operator Certification.
12. O & M Plan Submission.
13. Laboratory Certification.
14. I-Max Requirement.PA0027294, Sewage, SIC 4952, Bristol Borough Water & Sewer Authority, Pond and Mulberry Streets, Bristol, PA 19007. This proposed facility is located in Bristol Borough, Bucks County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge 2.7 mgd of treated sewage into Otter Creek.
The receiving stream, Otter Creek, is in the State Water Plan Watershed 2E and is classified for: WWF. The nearest downstream public water supply intake for the Philadelphia Suburban Water Company is located on Delaware River and is 2.0 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 2.7 mgd.
Average Maximum Average Instantaneous Parameters Monthly (mg/l) Daily (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 15 20 BOD5 % Removal 88.5% Total Suspended Solids 30 45 60 Total Suspended Solids % Removal 85% CBOD20 (lbs/day) 640 Ammonia (as N) 35 70 Total Residual Chlorine 0.5 1.6 Fecal Coliform 200 colonies/100 ml as a geometric average
1,000 lbs/100 ml pH within limits of 6.0 to 9.0 standard units at all times
Dissolved Oxygen 2.0 minimum Toxicity (Chronic) TUc Monitor and Report Toxicity (Acute) TUa Monitor and Report Total Copper Monitor and Report Bis(2-Ethylhexy)Phthalate Monitor and Report Polychlorinated Biphenyles(PCBs), Total Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Effective Disinfection.
2. 85% reduction of Total Suspended Solids per DRBC requirements.
3. 88.5% reduction of BOD5 per DRBC requirements.
4. Whole Effluent Toxicity Testing.The EPA waiver is not in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0260096, Sewage, Ali X. Mirage, 250 Waynesboro Pike, Fairfield, PA 17320. This facility is located in Liberty Township, Adams County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Tom's Creek, is in Watershed 13-D, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for City of Frederick is located on the Monocacy River, approximately 37 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0196 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine 0.5 1.6 Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following Chesapeake Bay requirements:
Mass (lbs) Concentration (mg/l) Monthly Parameters Monthly Annual Average Ammonia-N Report Report Report Kjeldahl-N Report Report Report Nitrate-Nitrite as N Report Report Report Total Nitrogen(1) Report Report Report Total Phosphorus(1) Report Report Report Net Total Nitrogen(1) Report 0 Net Total Phosphorus(1) Report 0 The permit contains conditions which authorize the permittee to apply nutrient reduction credits, to meet the Net Total Nitrogen and Net Total Phosphorus effluent limits, under the Department's Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report application of these credits in supplemental DMRs submitted to the Department.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0013129, Industrial Waste, SIC Code 3315, Carpenter Technology Corporation, P. O. Box 14662, Reading, PA 19612. This facility is located in Reading City, Berks County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Schuylkill River, is in Watershed 3-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Pottstown Borough located on the Schuylkill River, approximately 21 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 109 based on a design flow of 1.45 mgd are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Monitor and Report pH (standard units) From 6.0 to 9.0 inclusive
Total Suspended Solids 340 680 30 60 75 Oil and Grease 126 407 Monitor and Report Monitor and Report 30 Total Chromium 6.55 14 Monitor and Report Monitor and Report 1.79 Chromium, VI Monitor and Report Monitor and Report 0.06 0.12 0.15 Total Nickel 6.58 15 Monitor and Report Monitor and Report 1.36 Total Cyanide 1.42 3.05 Monitor and Report Monitor and Report 0.30 Naphthalene Monitor and Report Monitor and Report Tetrachloroethylen Monitor and Report Monitor and Report 1,1,1-Trichloroethane Monitor and Report Monitor and Report Nitrate as N Monitor and Report Monitor and Report NH3-N Monitor and Report 90 90 Total Copper Monitor and Report Monitor and Report 0.16 0.32 0.40 Total Toxic Organics Monitor and Report 0.29 Total Lead 0.70 1.12 Monitor and Report Monitor and Report 0.15 Total Zinc 2.40 4.23 Monitor and Report Monitor and Report 0.50 Total Cadmium Monitor and Report Monitor and Report 0.03 0.09 0.11 Total Silver Monitor and Report Monitor and Report 0.03 0.06 0.07 The proposed effluent limits for Outfalls 004, 005, 009, 011--014 are:
Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Average Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Monitor and Report pH (standard units) From 6.0 to 9.0 inclusive
Temperature 110° F 110° F The proposed effluent limits for the stormwater outfalls are:
Monitoring Requirements Parameter Grab Sample (mg/l) Monitor Frequency Chromium, VI Monitor and Report 1/6 months Total Nickel Monitor and Report 1/6 months Total Suspended Solids Monitor and Report 1/6 months Total Zinc Monitor and Report 1/6 months Total Copper Monitor and Report 1/6 months Total Iron Monitor and Report 1/6 months Total Lead Monitor and Report 1/6 months Oil and Grease Monitor and Report 1/6 months pH (standard units) Monitor and Report 1/6 months Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.
PA0096792, Industrial Waste, SIC 3479, The Techs Industries, 2400 Second Avenue, Pittsburgh, PA 15219. This application is for renewal of an NPDES permit to discharge noncontact cooling water and stormwater from the Metal Tech Plant in Pittsburgh, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, the Monongahela River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the West View Municipal Authority, located at West View, 7.36 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.02 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Total Suspended Solids Monitor and Report Oil and Grease Monitor and Report Other Conditions: Special conditions that apply to noncontact cooling water and stormwater discharges.
The EPA waiver is in effect.
Outfall 101: existing discharge, design flow of 0.02 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Temperature (° F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge of stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Suspended Solids Monitor and Report Oil and Grease Monitor and Report PA0110591, Industrial Waste, SIC 3399, North American Hoganas High Alloys, LLC, 101 Bridge Street, Johnstown, PA 15902. This application is for renewal of an NPDES permit to discharge treated process water and untreated cooling water and stormwater from the Johnstown Facility in Johnstown, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Stonycreek River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Buffalo Township Municipal Authority, located at Freeport, 84 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.0406 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Total Suspended Solids 13.97 29.41 12.0 15.0 Oil and Grease 8.60 14.35 10.0 10.0 Copper 0.67 1.28 0.54 1.0 1.35 Cyanide 0.08 0.19 0.07 0.16 0.175 Lead 0.13 0.28 0.11 0.23 0.275 Chromium, Total 0.04 0.09 0.06 0.14 0.15 Nickel 0.08 0.12 0.07 0.11 0.17 Fluoride 5.59 12.61 5.1 11.5 12.7 Ammonia 2.62 5.96 Iron, Total 0.34 0.67 0.31 0.61 0.8 pH not less than 7.5 nor greater than 10.0 Other Conditions: Part C conditions for controls on noncontact cooling water, stormwater, sampling and
chemical additives.The EPA waiver is not in effect.
Outfall 001: existing discharge, design flow of 0.0982 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of those sources previously monitored at 101,
noncontact cooling water and stormwater runoff.
Flow (mgd) Monitor and Report
Copper Monitor and Report Lead Monitor and Report Chromium, Total Monitor and Report Nickel Monitor and Report Iron, Total Monitor and Report pH not less than 6.0 nor greater than 10.0 Outfall 002: existing discharge, design flow of 0.0231 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of noncontact cooling water and stormwater runoff.
The net addition of pollutants to noncontact cooling water is restricted by Part C
of the permit.
Flow (mgd) Monitor and Report Nitrate-Nitrite Monitor and Report Fluoride Monitor and Report Chromium, Total Monitor and Report Copper Monitor and Report Iron, Total Monitor and Report pH not less than 6.0 Outfall 003: existing discharge, design flow of 0.01 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of noncontact cooling water, boiler blowdown and
stormwater runoff. The net addition of pollutants to noncontact cooling water is
restricted by Part C of the permit.
Flow (mgd) Monitor and Report Nitrate-Nitrite Monitor and Report Chromium, Total Monitor and Report Copper Monitor and Report Iron, Total Monitor and Report pH not less than 6.0
Outfall 004: existing discharge stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Nitrate-Nitrite Monitor and Report Chromium, Total Monitor and Report Copper Monitor and Report Iron, Total Monitor and Report pH Monitor and Report Outfalls 005: existing discharge stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Nitrate-Nitrite Monitor and Report Chromium, Total Monitor and Report Copper Monitor and Report Iron, Total Monitor and Report pH Monitor and Report
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