NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[32 Pa.B. 4245]
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS
NPDES APPLICATIONS
PART I PERMITS Under the Federal Clean Water Act and The Clean Streams Law, the following parties have applied for an NPDES permit or to renew their current permit to discharge controlled wastewaters into the waters of this Commonwealth or to conduct other activities required by the NPDES permit. For renewal applications listed 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 all new permit applications, renewal application with major changes or applications for permits not waived by the EPA, the Department, based upon preliminary reviews, also made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications listed in Section II. 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 this proposed permit action under the waiver provision 40 CFR 123.24(d).
Persons wishing to comment on the proposed permit are invited to submit a statement, to the office noted before the application within 30 days from the date of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding this application. The 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. A public hearing may be held if the responsible office considers the public response significant. Following the comment period, the Department's Water Management Program Manager will make a final determination regarding these applications. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The renewal application, including proposed effluent limitations and special conditions, is available on file. For new permit applications, information submitted with the applications is available on file. The information may be inspected and arrangements made for copying at the office indicated above the application.
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. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA-0061328
Municipal
Lake Wynonah
Municipal Authority
100 E. Main Street
Schuylkill Haven, PA 17972
Schuylkill
S. Manheim Twp.
Plum Creek
(3A)
Yes
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No. Facility Name & County & Stream Name EPA Waived Contact (Type) Address Municipality (Watershed #) Y/N ? Address PA0081817 East Juniata High School
RR 2, Box 2411
McAlisterville, PA 17049-9626
Juniata County
Fayette
Township
Cocolamus Creek / TSF Y DEP--SCRO
909 Elmerton Ave.
Harrisburg, PA 17110
(717) 705-4707
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0102555, Sewage. Elmquist, Eric G., Box 103A Silver Creek Road, Johnsonburg, PA 15845. This proposed facility is located in Jones Township, Elk County. Description of Proposed Activity: discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, Fluoride and Phenolics, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is Clarion District Pennsylvania-American Water Company and the Clarion River located at River Mile 40.96, 64.143 miles below point of discharge.
The receiving stream, UNT to Silver Creek, is in watershed 17-A and classified for: high quality cold water fish, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0004 mgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow Monitoring Only CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform 200/100 ml as a geometric average
Total Residual Chlorine Monitor and Report pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
No. PA0058572, Sewage, Penn Township, 260 Lewis Road, P. O. Box 39, West Grove, PA 19390.
This application is for issuance of an NPDES permit to discharge treated sewage from sewage treatment plant in Penn Township, Chester County. This is a new discharge to unnamed tributary to Big Elk Creek.
The receiving stream is classified for the following uses: high quality trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 350,000 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 10 20 Ammonia (as N) (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Phosphorus (as P) 1.0 2.0 Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 6.0 mg/l at all times
pH Within limits of 6.0--9.0 Standard Units at all times The EPA Waiver is in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes Barre, PA 18711-0790.PA#0062898, Industrial, SIC Code, Pennsylvania-American Water Company, 20 East Union Street, Wilkes-Barre, PA 18701-1397.
This proposed facility is located in Plains Township, Luzerne County.
Description of Proposed Activity: The receiving stream, Deep Creek, is in the State Water Plan watershed #05B and is classified for: Aquatic life, cold water fish, water supply and recreation. The nearest downstream public water supply intake for Danville Borough Water Authority located on Susquehanna River is 60 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.034 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30 60 Total Aluminum 0.5 0.8 1.8 2.8 3.6 Total Iron 2.0 3.1 Manganese 1.0 1.5 pH 6 to 9 Standard Units at all times
Total Residual Chlorine 1.0 2.3 PA#0062774, Industrial, Pilot Travel Centers, LLC, P. O. Box 10146, Knoxville, TN 37939-0146.
This proposed facility is located in Sugarloaf Township, Luzerne County.
Description of Proposed Activity: Renewal of NPDES stormwater permit.
The receiving stream, unnamed tributary to Nescopeck Creek, is in the State Water Plan watershed #5D and is classified for: cold water fishery. The nearest downstream public water supply intake for Danville Borough Water Authority located on Susquehanna River is over 30 miles below the point of discharge.
The proposed effluent limits for Outfall 001.
Mass (lb/day) Concentrations (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily Total Recoverable Petroleum
HydrocarbonsMonitor/ Report PA#0033740, Sewage, SPG Inc., 139 Country Club Road, Northampton, PA 18067.
This proposed facility is located in Allen Township, Northampton County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated wastewater from their existing treatment plant.
The receiving stream, an unnamed tributary to Hokendauqua Creek, is in the State Water Plan watershed #02C and is classified for: Aquatic Life, Cold Water Fish, Water Supply and Recreation. The nearest downstream public water supply intake for Northampton Borough Municipal Authority located on Lehigh River, is 7 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.020 mgd.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform 200/100 ml as a geometric mean
pH 6.0--9.0 standard units at all times.
Total Residual Chlorine 1.0 2.3 PA#0031127, Sewage, Borough of Northampton, 1401 Laubach Avenue, Northampton, PA 18067.
This proposed facility is located in Northampton Borough, Northampton County.
Description of Proposed Activity: Renewal of NPDES Permit.
The receiving stream, Hokendauqua Creek, is in the State Water Plan watershed #2C and is classified for: cold water fishery. The nearest downstream public water supply intake for Keystone Water Company is located on Delaware River is over 50 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 1.5 mgd.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 25.0 50.0 Total Suspended Solids 30.0 60.0 NH3-N 14.5 29.0 Dissolved Oxygen A minimum of 5.0 mg/l at all times.
Fecal Coliform (5/1 to 9/30) 200/100 ml as a geometric mean
(10/1 to 4/30) 2,000/100 ml as a geometric mean
pH 6.0--9.0 standard units at all times. In addition to the effluent limits, the permit contains the following major special conditions:
1. Whole effluent toxicity testing.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110 (717) 705-4707.PAG#123560, CAFO, Rohrer Dairy Farm LLC, 124 Charleston Road, Washington Boro, PA 17582.
This proposed facility is located in Manor Township, Lancaster County.
Description of Proposed Activity: The Rohrer Dairy Farm LLC is an existing dairy and swine operation with a total AEUs of 1,557.9. An estimated quantity of total annual manure production is 95,088 tons. The operation consists of 750 milking cows, 100 dry cows, 385 heifers, 1,400 calves and 130 swine. The dairy manure is handled as both a liquid and solid. The liquid manure storage consists of a slotted floor barn with two pits 432 ft × 47 ft × 8 ft deep with a useable storage of approximately 2.3 million gallons. There is also a slurry store and three round concrete manure storages associated with the main dairy. The slurry store is 62 ft × 23 ft with a useable storage of 490,000 gallons. The round concrete structures are 32 ft × 12 ft with a combined useable storage of 216,000 gallons. The manure storage for the swine facility is a lagoon roughly 0.35 acres × 12 feet with a useable storage of 1.200 million gallons. All of the manure generated on the farm is used on the farm.
The receiving stream, Stamans Run, is in the State Water Plan watershed 7-J and is classified for: WWF.
The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the state narrative water quality standards.
PA#0246875, CAFO, Robert B. Ruth and Dale Martin, Quail Ridge Farm, P. O. Box 9, 101 West Harrisburg Avenue, Rheems, PA 17570.
This proposed facility is located in Perry Township, Berks County.
Description of Proposed Activity: The Quail Ridge Farm is new swine facility with estimated total AEUs of 1,379.8. An estimated quantity of total annual manure production is 1,488 tons. The operation will consist of 2,800 sows, 336 sows with litter, four boars and 688 gilt finishers. The animals will be confined to two barns 365 days a year, 100% of the time. The gestation barn will be 87 feet wide and 718 feet long with a 9-foot deep reinforced, concrete, manure storage under the building. The total depth of the storage minus the freeboard from the lowest level of the pit fans is seven foot. The approximate total volume of the storage equals 3,270,720 gallons. The farrowing barns will be 82 feet wide and 458 feet long with a 2-foot shallow reinforced concrete storage under the building. The approximate total volume of the storage equals 561,838 gallons. The manure from the farrowing barn flows via gravity into the large storage under the gestation barn. The manure is pumped from the large storage into a tank truck for injection into the soil. Of the 2,975,860 gallons of manure generated on the farm, 1,055,870 will be used on the farm with 1,919,990 gallons exported from the farm to neighboring farms.
The receiving stream, UNT to Pequea Creek, is in the State Water Plan watershed 3-B and is classified for: HQ-CWF.
The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the state narrative water quality standards.
PA#0246883, CAFO, Ernie Geisinger, Gel-Bare Farms, 482 Kricks Mill Road, Robesonia, PA 19551.
This proposed facility is located in North Heidelberg, Berks County.
Description of Proposed Activity: The Gel-Bare Farms is an expanding dairy operation with a total AEUs of 1,328.5. An estimated quantity of total annual manure production is 23,678 tons. The expansion will include a new free-stall barn with milking parlor and a new manure handling system. After the expansion there will be approximately 600 Holstein milking cows with 100 dry cows, 350 heifers, 350 calves and four bulls. The new manure handling system will consist of a solid separator and a two stage HDPE lined liquid storage facility. Of the 5,866,257 gallons and 8,866 tons of manure generated on the farm none of this is exported from the farm but all used on the owned or rented farm..
The receiving stream, Tulpehocken Creek, is in the State Water Plan watershed 3-C and is classified for: TSF.
The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permit is a nondischarge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the state narrative water quality standards.
Application No. PA 0246760, Industrial Waste NAIC 2213, Franklin County General Authority, 4759 Innovation Way, Chambersburg, PA 17201.
This facility is located in Greene Township, Franklin County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated industrial waste.
The receiving stream, dry swale to Rocky Spring Branch, is in Watershed 13-C, and classified for trout stocking fishery, water supply, recreation, and fish consumption. The nearest downstream public water supply intake for Hagerstown, Maryland is located on the Potomac River. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.091 mgd are:
Concentration (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum Total Suspended Solids 30 60 75 Iron (Total) 2 4 5 Aluminum (Total) 4 8 10 Manganese 1 2 2.5 pH 6--9 at all times
Total Residual Chlorine 0.5 1.0 Individuals 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 in effect.
Application No. PA 0246859, Concentrated Animal Feeding Operation (CAFO), Amos L. Hoover (Hickory Lane Farm), RD 1, Box 706, Blain, PA 17006.
Amos Hoover has submitted an application for an Individual NPDES permit for an existing CAFO known as Hickory Lane Farm, located on Hickory Lane in Jackson Township, Perry County.
The CAFO is situated near Sherman Creek in Watershed 7-A, which is classified for High Quality-Cold Water Fishes. The CAFO is designed to maintain an animal population of approximately 1,165 animal equivalent units (AEUs) consisting of 672 gestating sows, 98 sows with litter, 33 boars, 1,865 nursery pigs, 4,759 grower/finishes pigs, 77 gilt replacement, 104 gilt developer and 110 feeder cattle. The animals will be housed in one barn. Manure is piped to a clay-lined storage pond. The total capacity of the manure storage facilities is 4,070,662. A release or discharge to waters of this Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.
The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.
The permit application and draft permit are on file at the Southcentral Regional Office of the Department. Individuals may make an appointment to review the files by calling the File Review Coordinator at (717) 705-4732.
Persons wishing to comment on the proposed permit are invited to submit written comments to the above address within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in formulating the Department's final determination regarding the application. All comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the basis of the comment and the relevant facts upon which it is based.
Following the 30-day comment period, the Water Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time the determination may be appealed to the Environmental Hearing Board.
The Environmental Protection Agency permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.NPDES #PA0008923, Sewage, SIC 3229, Corning Asahi Video Products Company, 3500 West College Avenue, P. O. Box 9, State College, PA 16801-0009.
This existing facility is located in College Township, Centre County.
Description of Proposed Activity: Renewal of Major Industrial Waste NPDES Permit for the Corning Asahi Video Products Company State College Plant.
The receiving stream, Unnamed Tributary to Logan Branch, is in the State Water Plan watershed 9C and is classified for: Cold Water Fishes. Downstream portions of Logan Branch are protected as High Quality Cold Water Fishes by the Existing Use Regulations.
The nearest downstream public water supply intake, for the Pennsylvania-American Water Company at Milton, is located on the West Branch Susquehanna River 87 river miles below the point of discharge.
The proposed effluent limits for Outfall 101 are based on an annual average design flow of 0.75 mgd:
Discharge Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum Lead 0.06 0.12 0.15 Fluoride 8.0 16.1 20.1 pH Within the range of 6.0 to 9.0 The proposed effluent limits for Outfall 001 are based on an annual average design flow of 1.97 mgd for the period of permit effective date to March 31, 2004:
Discharge Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum Oil & Grease 6.62 13.2 16.6 Total Suspended Solids 6.62 13.2 16.6 Antimony 0.108 0.216 0.270 Lead 0.046 0.092 0.115 pH Within the range of 6.0 to 9.0 The proposed effluent limits for Outfall 001 are based on an annual average design flow of 1.97 mgd for the period of March 31, 2004, to permit expiration date:
Discharge Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) Oil & Grease 6.62 13.2 16.6 Total Suspended Solids 6.62 13.2 16.6 Antimony 0.039 0.061 0.097 Lead 0.029 0.046 0.073 pH Within the range of 6.0--9.0 In addition to the effluent limits, the permit contains the following major special conditions:
1. Implementation of TRE Phase II Schedule
2. Continued TRE Phase II for Antimony
3. Stormwater Impact/BMP Development Study & Implementation Plan
4. Whole Effluent Toxicity Testing Requirement
5. Management of Chemical Additive Usage
6. Thermal Study upon completion of TRE Phase II Implementation Schedule
The EPA waiver is not in effect.
NPDES #PA0009202, Sewage, SIC 3351 and 3362, Cerro Metal Products Company, P. O. Box 388, Route 144, Bellefonte, PA 16823-0388.
This existing facility is located in Spring Township, Centre County.
Description of Proposed Activity: Renewal of Major Industrial Waste NPDES Permit for the Cerro Metal Products Company Bellefonte Plant.
The receiving stream, Logan Branch, is in the State Water Plan watershed 9C and is classified for: Cold Water Fishes. This portion of Logan Branch is protected as High Quality Cold Water Fishes by the Existing Use Regulations.
The nearest downstream public water supply intake, for the Pennsylvania-American Water Company at Milton, is located on the West Branch Susquehanna River 83 river miles below the point of discharge.
The proposed effluent limits for Outfall 101 (Groundwater cleanup flows) are based on an Annual Average Design Flow of 0.0009 mgd:
Discharge Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) PCB-1248 Non-Detectable Non-Detectable Non-Detectable pH Within the range of 6.0 to 9.0 The proposed effluent limits for Outfall 001 (Production wastewater flows) are based on an Annual Average Design Flow of 0.241 mgd:
Discharge Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) Oil & Grease 15 30 30 Total Suspended Solids 65.43 137.62 172.02 Total Chromium 0.229 0.562 0.703 Total Copper 0.925 1.846 2.307 Total Lead 0.353 0.572 0.715 Total Nickel 1.617 2.443 3.054 Total Zinc 0.985 2.403 3.004 pH Within the range of 6.0 to 9.0 Stormwater Outfalls: A, AD, C, G, H, I, J, P, R, RB-1, RB-2, RB-3, RB-4, RB-5 and RB-6:
Best Management Practices and PPC Plan will be Implemented In addition to the effluent limits, the permit contains the following major special conditions:
1. Stormwater BMP Implementation
2. Whole Effluent Toxicity Testing Requirement
3. Management of Chemical Additive Usage
The EPA waiver is not in effect.
PA0025933, SIC 4952, City of Lock Haven, 20 East Church Street, Lock Haven, PA 17745-2559.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to Bald Eagle Creek in the City of Lock Haven, Clinton County.
The receiving stream is in the Bald Eagle watershed (9-C) and is classified for the following uses: Warm water fishery and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, Fluoride and Phenolics, the nearest downstream public water supply intake, for the Pennsylvania-American Water Company at Milton, is located on the West Branch Susquehanna River below the point of discharge.
Outfall 001: The proposed effluent limits, based on a design flow of 3.75 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) C-BOD5 25 40 50 Suspended Solids 30 45 60 NH3-N 20 30 40 Total Chlorine Residual 0.5 1.6 Fecal Coliform 5-1 to 9-30 200/100 ml as a geometric average
10-1 to 4-30 2000/100 ml as a geometric average
pH 6.0--9.0 SU at all times. Other Conditions:
1) Industrial Pretreatment requirements.
2) Whole Effluent Toxicity (WET) Testing.
The EPA waiver is not in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0098124, Industrial Waste, SIC, Duquesne Light Company, 400 Fairway Drive, Suite 200, Moon Township, PA 15108.
This application is for renewal of an NPDES permit to discharge treated leachate and storm water from the Elrama Ash Disposal Site in Union Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River and Unnamed Tributaries of Monongahela River, classified as warm water fisheries with existing and/or potential uses for aquatic life, water supply, and recreation. The first existing/proposed downstream potable water supply (PWS) is Pennsylvania-American Water Company, located at 410 Cooke Lane, Pittsburgh, PA, 21.8 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.026 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 30 60 Boron 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge, design flow of 0.0001 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 30 60 Boron 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge, design flow of 0.0036 mgd (Final Limits).
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Boron 1.8 4.5 Selenium 0.006 0.015 Sulfate 284 710 pH not less than 6.0 nor greater than 9.0 Outfall 004: existing discharge, design flow of 0.006 mgd (Final Limits).
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Boron 1.8 4.5 Selenium 0.006 0.015 Sulfate 277 693 pH not less than 6.0 nor greater than 9.0 Outfall 005: existing discharge, design flow of 0.0017 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
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