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COMMONWEALTH OF PENNSYLVANIA

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PA Bulletin, Doc. No. 18-1201a

[48 Pa.B. 4631]
[Saturday, August 4, 2018]

[Continued from previous Web Page]

 The proposed effluent limits for Outfall 013 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total Annual 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 1,748
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 3,495
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 2,330
Total Annual 		XXX XXX XXX XXX

 The proposed effluent limits for Internal Monitoring Points 213, 613, and 813 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 016 are for variable overflow discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F)
 Jan 1 - Feb 28 XXX XXX XXX XXX 38 XXX
 Mar 1 - 31 XXX XXX XXX XXX 42 XXX
 Apr 1 - 15 XXX XXX XXX XXX 48 XXX
 Apr 16 - 30 XXX XXX XXX XXX 53 XXX
 May 1 - 15 XXX XXX XXX XXX 56 XXX
 May 16 - 31 XXX XXX XXX XXX 60 XXX
 Jun 1 - 15 XXX XXX XXX XXX 64 XXX
 Jun 16 - 30 XXX XXX XXX XXX 68 XXX
 Jul 1 - 31 XXX XXX XXX XXX 72 XXX
 Aug 1 - 31 XXX XXX XXX XXX 71 XXX
 Sep 1 - 15 XXX XXX XXX XXX 67 XXX
 Sep 16 - 30 XXX XXX XXX XXX 61 XXX
 Oct 1 - 15 XXX XXX XXX XXX 56 XXX
 Oct 16 - 31 XXX XXX XXX XXX 52 XXX
 Nov 1 - 15 XXX XXX XXX XXX 47 XXX
 Nov 16 - 30 XXX XXX XXX XXX 42 XXX
 Dec 1 - 31 XXX XXX XXX XXX 40 XXX
Total Suspended Solids XXX XXX XXX 30.0 50.0 50
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 8
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 16
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 11
Total Annual 		XXX XXX XXX XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Thallium, Total XXX XXX XXX 0.00024 0.00038 0.0006
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 017 are for variable storm water discharges.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 017 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 327 XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 655 XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 436 XXX XXX XXX XXX

 The proposed effluent limits for Outfall 017 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Semi-Annual
Total 		Instant.
Minimum 		Semi-Annual
Average 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 018 are based on a design flow of 2.14 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 70.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 30
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs)  (lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) (lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs)  (lbs) XXX Report XXX XXX XXX XXX
Thallium, Total XXX XXX XXX 0.002 0.002 XXX

 The proposed effluent limits for Outfall 018 are based on a design flow of 2.14 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Aluminum (Total Load, lbs) XXX   914
Total Annual 		XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 1,828
Total Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 1,218
Total Annual 		XXX XXX XXX XXX

 The proposed effluent limits for Outfall 019 are for variable storm water discharges.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum
Instant. 		Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 019 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 34 XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 68 XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 45 XXX XXX XXX XXX

 The proposed effluent limits for Outfall 019 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Semi-Annual
Total 		Instant.
Minimum 		Semi-Annual
Average 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 021 are for variable storm water discharges.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 021 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal)
 (MGal) 		XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs)  (lbs) XXX 192 XXX XXX XXX XXX
Total Iron (Total Load, lbs) (lbs) XXX 383 XXX XXX XXX XXX
Total Manganese (Total Load, lbs)  (lbs) XXX 256 XXX XXX XXX XXX

 The proposed effluent limits for Outfall 021 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Semi-Annual
Total 		Instant.
Minimum 		Semi-Annual
Average 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 022 are for variable storm water discharges.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 022 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 232 XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 465 XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 310 XXX XXX XXX XXX

 The proposed effluent limits for Outfall 022 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Semi-Annual
Total 		Instant.
Minimum 		Semi-Annual
Average 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 023 are for variable storm water discharges.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total Annual 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 35 70 90
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX

 The proposed effluent limits for Outfall 023 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total Annual 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 35 70 90
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 228
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 457
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 305
Total Annual 		XXX XXX XXX XXX

 The proposed effluent limits for Outfall 025 are for variable storm water discharges.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 025 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 27 XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 54 XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 36 XXX XXX XXX XXX

 The proposed effluent limits for Outfall 025 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Semi-Annual
Total 		Instant.
Minimum 		Semi-Annual
Average 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.14 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25.0 50.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 30.0
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Beryllium, Total XXX XXX XXX 0.8 1.6 XXX
Boron, Total XXX XXX XXX Report Report XXX
Cyanide, Free XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Lead, Total XXX XXX XXX 0.1 0.2 XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Mercury, Total (ng/L) XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX 0.8 1.6 XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
MBAS XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.14 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25.0 50.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Total Dissolved Solids XXX XXX XXX 24.0 50.0 XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 30.0
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 4,045
Total Annual 		XXX XXX XXX XXX
Arsenic, Total XXX XXX XXX Report 0.004 XXX
Beryllium, Total XXX XXX XXX 0.8 1.6 XXX
Boron, Total XXX XXX XXX 217.0 339.0 542.5
Cyanide, Free XXX XXX XXX 0.59 0.92 1.48
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 8,091
Total Annual 		XXX XXX XXX XXX
Lead, Total XXX XXX XXX 0.1 0.2 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 5,395
Total Annual 		XXX XXX XXX XXX
Mercury, Total (ng/L) XXX XXX XXX 24.0 39.0 XXX
Selenium, Total XXX XXX XXX Report 0.005 XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
MBAS XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 029 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total Annual 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs)  (lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 872
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) (lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 1,745
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs)  (lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 1,163
Total Annual 		XXX XXX XXX XXX

 The proposed effluent limits for Outfalls 030 and 032 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs)  (lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) (lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs)  (lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX

 In addition, the permit contains the following major special conditions: a Toxics Reduction Evaluation for new water quality limits at Outfalls 018; a schedule of compliance for new water quality limits at Outfalls 001 and 027; a schedule of compliance for Total Maximum Daily Load limits; requirements for TMDL implementation; compliance reporting requirements for water quality limits below quantitation limits; requirements for chemical additives; requirements applicable to storm water; and requirements pertaining to the facility's Cooling Water Intake Structure pursuant to Section 316(b) of the Clean Water Act including interim Best Technology Available.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.

 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

 PA0265586, Industrial Waste, SIC Code 3429, Spinworks International Corporation, 10093 West Main Road, North East, PA 16428. Facility Name: Spinworks International. This proposed facility is located in North East Township, Erie County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of non-contact cooling water.

 The receiving stream(s), Unnamed Tributary of Sixteenmile Creek, is located in State Water Plan watershed 15-A and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.0085 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0
Daily Max 		XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

 PA0095231, Industrial Waste, SIC Code 4941, Indiana County Municipal Services Authority, 602 Kolter Drive, Indiana, PA 15701-3570. Facility Name: Arcadia System. This existing facility is located in Montgomery Township, Indiana County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated filter backwash wastewater.

 The receiving stream(s), Unnamed Tributary to Cush Creek, is located in State Water Plan watershed 8-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.001 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0
Daily Max 		XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Aluminum, Total 0.03 XXX XXX 4.0 XXX 8
Iron, Total 0.02 XXX XXX 2.0 XXX 4
Manganese, Total 0.01 XXX XXX 1.0 XXX 2

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.

 PA0271519, Sewage, SIC Code 8800, Deborah E Burke, 250 Tieline Road, Grove City, PA 16127. Facility Name: Deborah Burke SRSTP. This proposed facility is located in Pine Township, Mercer County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated sewage from a single-family residence.

 The receiving stream, Swamp Run, is located in State Water Plan watershed 20-C and is classified for cold water fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Annual
Average 		Maximum Instant.
Maximum
Flow (GPD) Report
Annl Avg 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

 Sludge use and disposal description and location: Anaerobic digestion and disposal in a publicly-owned treatment works.

 In addition, the permit contains the following major special conditions:

 • Requirement to submit an Annual Maintenance Report

 • No stormwater admitted to the treatment system

 • Aerobic tank pumping requirement

 • Solids handling

 • Abandonment of the treatment system (for public sewage)

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law.

 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 WQM Permit No. 0509403, A1, Sewerage, Bedford Borough, 244 W. Penn Street, Bedford, PA 15522.

 This proposed facility is located in Bedford Borough, Bedford County.

 Description of Proposed Action/Activity: Seeking amendment approval to enable larger organic loading at the Authority's existing WWTP.

 WQM Permit No. WQG02361801, Sewerage, Lititz Borough, 7 South Broad Street, Lititz, PA 17543.

 This proposed facility is located in Lititz Borough, Lancaster County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction /operation of proposed sewage pump station for Phase 2 of Warwick Woodlands.

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

 WQM Permit No. 0218408, Sewage, Castlebrook Development Group, LLC, 428 Boulevard of the Allies, Suite 100, Pittsburgh, PA 15219.

 This proposed facility is located in Center Township & Potter Township, Beaver County.

 Description of Proposed Action/Activity: The applicant proposes to construct a 400 gpm pump station and 6-inch diameter forcemain to serve The Bluffs at Glade Path Development. Sewage will be conveyed and treated at the Center Township Sanitary Authority's Elkhorn Run WPCP.

 WQM Permit No. WQG0211802, Sewage, East Carroll Township, 3350 Brick Road, Carrolltown, PA 15722.

 This proposed facility is located in East Carroll Township & Patton Borough, Cambria County.

 Description of Proposed Action/Activity: The applicant proposed to extend sewer service to 50 existing home in East Carroll Township. The project consists of installing approximately 12,900 LF of 8-inch diameter sewer, which will be treated at the Patton Borough STP.

 The Pennsylvania Infrastructure Investment Authority (PENNVEST) which administers Pennsylvania's State Revolving Fund has been identified as a possible funding source.

 WQM Permit No. 0270416, A-4, Sewage, Elizabeth Borough Municipal Authority, 1 Locust Street, Elizabeth, PA 15037-1763.

 This existing facility is located in Elizabeth Borough, Allegheny County.

 Description of Proposed Action/Activity: Installation/Construction of new replacement pump station for EBMA.

 The Pennsylvania Infrastructure Investment Authority (PENNVEST) which administers Pennsylvania's State Revolving Fund has been identified as a possible funding source. The Department's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.

 WQM Permit No. 0274469, A-7, Sewage, Allegheny County Sanitary Authority ALCOSAN, 3300 Preble Avenue, Pittsburgh, PA 15233-1025.

 This existing facility is located in Pittsburgh City, Allegheny County.

 Description of Proposed Action/Activity: Wet Weather Plant Expansion consisting of New East Headworks Facilities, two new primary clarifiers, two new final clarifiers, new Disinfection Facilities, Wet Weather Bypass Control Structure, New Waste Sludge Thickening Facilities, Additional Wet Scrubber Odor Control Facilities and Electrical System Upgrade.

 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

 WQM Permit No. 1018408, Sewage, Allegheny Clarion Valley Development Corp, PO Box 311, Foxburg, PA 16036-0311.

 This proposed facility is located in Allegheny Township, Butler County.

 Description of Proposed Action/Activity: Interim replacement wastewater treatment plant.

IV. NPDES Individual Permit Applications for Stormwater Discharges from MS4.

 Northeast Regional Office: Regional Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Telephone: 570.826.2511.

 PAI132225, MS4, Northampton County, 669 Washington Street, Easton, PA 18042-7499. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Northampton County. The receiving streams, Unnamed Tributary of Monocacy Creek, Delaware River, Little Bushkill Creek and Catasauqua Creek, are located in State Water Plan watershed 2-C and 1-F and are classified for Cold Water Fishes, Migratory Fishes, High Quality—Cold Water, and Migratory Fish, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.

 PAI132280, MS4, Lower Towamensing Township, 595 Hans Dairy Road, Palmerton, PA 18071. The application is for a new individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Lower Towamensing Township, Carbon County. The receiving streams, Unnamed Tributary to Pohopoco Creek, Mill Creek, Fireline Creek, Unnamed Tributary to Mill Creek, Aquashicola Creek, and Lehigh River, are located in State Water Plan watershed 2-B and are classified for Cold Water Fishes, Migratory Fishes, and Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.

 PAI132267, MS4, Middle Smithfield Township, 147 Municipal Drive, East Stroudsburg, PA 18302. The application is for a new individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Middle Smithfield Township, Monroe County. Two of the receiving streams, Sambo Creek and Brodhead Creek, are located in State Water Plan watershed 1-E and are classified for High Quality—Cold Water and Migratory Fish (Brodhead Creek), Cold Water and Migratory Fish (Sambo Creek), as well as aquatic life, water supply and recreation. The other two receiving streams, Bushkill Creek and the Delaware River, are located in State Water Plan watershed 1-D and are classified for High Quality—Cold Water and Migratory Fish (Bushkill Creek), Warm Water and Migratory Fish (Delaware River), as well as aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:

 • A Pollutant Reduction Plan (PRP)

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.

VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities.

 Southeast Region: Waterways & Wetlands Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5160.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD150083 Chester Springs Ventures, LLC
911 Tatnall Street
Wilmington, DE 19801
Chester Upper Uwchlan Township Unnamed Tributary to Pickering Creek
HQ-TSF
PAD150077 Pennsylvania Turnpike Commission
700 South Eisenhower Boulevard
Middletown, PA 17057
Chester Upper Uwchlan Township Marsh Creek
HQ-TSF-MF

 Northeast Region: Waterways and Wetlands Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 Carbon County Conservation District, 5664 Interchange Road, Lehighton, PA 18235.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD130013 PennDOT
Engineering District 5-0
Christopher Kufro
1002 Hamilton St
Allentown, PA 18101
Carbon Mahoning Twp
Lehighton Boro 		Mahoning Creek
(CWF, MF)
EV Wetlands

 Lehigh County Conservation District, 4184 Dorney Park Road, Suite 105, Allentown, PA 18401.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD390093 Big Bear Management Fund
c/o 1-A Realty, Inc
7475 Hamilton Blvd
PO Box 8
Trexlertown, PA 18087
Lehigh Lower Macungie Twp Little Lehigh Creek
(HQ-CWF, MF)

 Luzerne Conservation District, 325 Smiths Pond Road, Shavertown, PA 18708.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD400022 White Haven Re, LLC
Peter Bio
411 Susquehanna St
White Haven, PA 18661
Luzerne White Haven Boro UNT to Lehigh River
(HQ-CWF, MF)

 Monroe County Conservation District, 8050 Running Valley Road, Stroudsburg, PA 18347.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD450057 CB H2O, LP
PO Box 168
Tannersville, PA 18372
Monroe Jackson Twp UNT to Coolmoor Creek
(HQ-CWF, MF)

 Pike County Conservation District, 556 Route 402, Suite 1, Hawley, PA 18428.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD520014 Pine Hill Partners, LP
James Roggio
2178 Loines Ave
Merrick, NY 11566
Pike Westfall Twp Crawford Branch
(HQ-CWF, MF)
Cummins Branch
(HQ-CWF, MF)
Deep Brook
(EV, MF)
UNT to Delaware River
(HQ-CWF, MF)

 Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, Nathan Phillips, Section Chief, 717.705.4802.

Permit # Applicant Name & Address County Municipality Receiving
Water/Use
PAD500003 PPL Electric Utilities Corporation
Two North Ninth Street, GENN4
Allentown, PA 18101-1179
Perry & Cumberland Carroll & Middlesex Township Shermans Creek
(WWF-HQ)
UNTs Shermans Creek
(WWF)
Spring Run
(WWF)
UNTs Spring Run
(WWF)
PAD210026 Andrew Martin
Martin Poultry Operation
Cumberland South Newton Township Yellow Breeches Creek
(HQ-CWF)

 Southwest Region: Waterways & Wetlands Program, 400 Waterfront Drive, Pittsburgh, PA 15222, Dana Drake, Waterways and Wetlands Program Manager, 412-442-4000.

Permit No. Applicant & Address County Municipality Stream Name
PAD110005 East Carroll Township
3350 Brick Road
Carrolltown, PA 15722
Cambria County East Carroll Township
and Patton Borough 		Chest Creek
(HQ-CWF);
Little Chest Creek
(CWF)
VII. List of NOIs for NPDES and/or Other General Permit Types.
PAG-12 CAFOs
CAFO Notices of Intent Received.

 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Telephone: 717-705-4707.

 NPDES Permit No. PA0233889 A-1, CAFO, Troester Dairy, 175 Cannon Road, Mifflinburg, PA 17844-7714.

 This existing facility is located in Buffalo Township, Union County.

 Description of size and scope of existing operation/activity: Dairy (Cows, Heifers, Calves, Steers): 2,146.5 AEUs.

 The receiving stream, Unnamed Tributary of Mill Race, is in watershed 10-C and classified for: Cold Water Fishes and Migratory Fishes.

 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 the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.

 NPDES Permit No. PA0229105, CAFO, Amos Newswanger, 158 Miller Road, Lewisburg, PA 17837-7851.

 This existing facility is located in Buffalo Township, Union County.

 Description of size and scope of existing operation/activity: Swine (Grow—Finish), Poultry (Broilers): 470 AEUs.

 The receiving stream, Muddy Run, is in watershed 10-C and classified for: High Quality—Cold Water, High Quality Waters—Cold Water Fishes, and Migratory Fish.

 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 the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.

 NPDES Permit No. PA0229156, CAFO, Four Winds Dairy LLC, 901 Jackson Road, Ulysses, PA 16948-9560.

 This existing facility is located in Harrison Township, Potter County.

 Description of size and scope of existing operation/activity: Dairy (Cows, Heifers, Calves): 2,193.74 AEUs.

 The receiving stream, Unnamed Tributary to Cowanesque River, is in watershed 4-A and classified for: Cold Water Fishes and Migratory Fishes.

 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 the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.

 Application No. PA0266761, Concentrated Animal Feeding Operation (CAFO), Metzler J Douglas (Douglas Metzler Poultry CAFO), 81 Douts Hill Road, Pequea, PA 17565.

 Metzler J Douglas has submitted an application for an Individual NPDES permit for a new CAFO known as Douglas Metzler Poultry CAFO, located in Martic Township, Lancaster County.

 The CAFO is situated near Tucquan Creek in Watershed 7-K, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO will be designed to maintain an animal population of approximately 412.14 animal equivalent units (AEUs) consisting of 88,000 layers. Manure will be stored in underbarn solid manure storages. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-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.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

 Application No. PA0261726, Concentrated Animal Feeding Operation (CAFO), Lester Martin (Lester Martin Duck CAFO), 415 E Old York Road, Carlisle, PA 17015-9207.

 Lester Martin has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Lester Martin Duck CAFO, located in South Middleton Township, Cumberland County.

 The CAFO is situated near Yellow Breeches Creek in Watershed 7-E, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 135.28 animal equivalent units (AEUs) consisting of 38,000 ducks. Manure is stored in an HDPE-lined lagoon outside of the barn. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-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.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

MS4 PAG-13 Notices of Intent Received.

 Southwest Region: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

NPDES
Permit No. 		Applicant Name & Address Municipality, County Waiver
Application
Submitted (Y/N) 		Pollutant
Reduction Plan
Submitted (Y/N)
PAG136371 Penn State Beaver Campus
100 University Drive
Monaca, PA 15061-2764 		Monaca Borough
Beaver County 		Y N

STATE CONSERVATION COMMISSION

PROPOSED NUTRIENT MANAGEMENT PLANS RELATED TO APPLICATIONS FOR NPDES PERMITS FOR CAFOs

 This notice provides information about agricultural operations that have submitted nutrient management plans (NMPs) for approval under 3 Pa.C.S. Chapter 5 and that have or anticipate submitting applications for new, amended or renewed NPDES permits, or Notices of Intent (NOIs) for coverage under a general permit, for CAFOs, under 25 Pa. Code Chapter 92a. This notice is provided in accordance with 25 Pa. Code Chapter 92a and 40 CFR Part 122, implementing The Clean Streams Law and the Federal Clean Water Act.

 Based upon preliminary reviews, the State Conservation Commission (SCC) or County Conservation Districts (CCD) working under a delegation agreement with the SCC have completed an administrative review of NMPs described. These NMPs are published as proposed plans for comment prior to taking final actions. The NMPs are available for review at the CCD office for the county where the agricultural operation is located. A list of CCD office locations is available at http://www.nacdnet.org/about/districts/directory/pa.phtml or can be obtained from the SCC at the office address listed or by calling (717) 787-8821.

 Persons wishing to comment on an NMP are invited to submit a statement outlining their comments on the plan to the CCD, with a copy to the SCC for each NMP, within 30 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the NMPs. Comments should include the name, address and telephone number of the writer and a concise statement to inform the SCC of the exact basis of the comments and the relevant facts upon which they are based. Comments should be sent to the SCC, Agriculture Building, Room 310, 2301 North Cameron Street, Harrisburg, PA 17110.

 Persons with a disability who require an auxiliary aid, service, including TDD users or other accommodations to seek additional information should contact the SCC through the Pennsylvania AT&T Relay Service at (800) 654-5984.

ACT 38
NUTRIENT MANAGEMENT PLANS

CAFO PUBLIC NOTICE SPREADSHEET—APPLICATIONS

Agricultural Operation
Name and Address		CountyTotal
Acres		AEU's Animal
Type		Special Protection Waters (HQ or EV or NA) New or
Renewal
Rowe Family Farm Co.
David Rowe
216 Pawling Station Rd.
Selinsgrove, PA 17870
Snyder 116 Total
57 manure
application 		622.03 Poultry,
Broilers &
Swine 		NA Renewal

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