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PA Bulletin, Doc. No. 13-772b

[43 Pa.B. 2329]
[Saturday, April 27, 2013]

[Continued from previous Web Page]

COAL AND NONCOAL MINING ACTIVITY APPLICATIONS

 Applications under the Surface Mining Conservation and Reclamation Act (52 P. S. §§ 1396.1—1396.19a); the Noncoal Surface Mining Conservation and Reclamation Act (52 P. S. §§ 3301—3326); The Clean Streams Law (35 P. S. §§ 691.1—691.1001); the Coal Refuse Disposal Control Act (52 P. S. §§ 30.51—30.66); and The Bituminous Mine Subsidence and Land Conservation Act (52 P. S. §§ 1406.1—1406.20a). Mining activity permits issued in response to such applications will also address the applicable permitting requirements of the following statutes: the Air Pollution Control Act (35 P. S. §§ 4001—4015); the Dam Safety and Encroachments Act (32 P. S. §§ 693.1—693.27); and the Solid Waste Management Act (35 P. S. §§ 6018.101—6018.1003).

 The following permit applications to conduct mining activities have been received by the Department. A copy of the application is available for inspection at the district mining office indicated before each application. Notices of requests for 401 Water Quality Certifications are included in individual application notices, as noted.

 Written comments or objections, or requests for an informal conference, or a public hearing, as applicable, on a mining permit application and request for Section 401 water quality certification application may be submitted by any person or any officer or head of any Federal, state or local government agency or authority to the Department at the address of the district mining office indicated before each application within 30 days of this publication, or within 30 days after the last publication of the applicant's newspaper advertisement as provided by 25 Pa. Code §§ 77.121—77.123 and 86.31—86.34.

 Written comments or objections regarding a mining permit application should contain the name, address and telephone number of persons submitting comments or objections, application number and a statement of sufficient detail to inform the Department on the basis of comment or objection and relevant facts upon which it is based.

 A request for an informal conference or a public hearing, as applicable, on a mining permit application, as provided by 25 Pa. Code § 77.123 or § 86.34, must contain the name, address and telephone number of the requestor; the application number; a brief summary of the issues to be raised by the requestor at the conference; and a statement whether the requestor desires to have the conference conducted in the locality of the proposed mining activities.

 When an NPDES number is listed, the mining activity permit application was accompanied by an application for an individual NPDES permit. A separate notice will be provided after the draft NPDES permit is prepared.

Coal Applications Received

California District Office: 25 Technology Drive, Coal Center, PA 15423, 724-769-1100

33971301. AMFIRE Mining Company, LLC, (One Energy Place, Latrobe, PA 15650). To revise the permit for the Dora No. 8 Mine in North Mahoning and West Mahoning Townships, Indiana County and Perry Township, Jefferson County to add underground and subsidence control plan acres. Underground Acres Proposed 2673.2, Subsidence Control Plan Acres Proposed 2673.2. No additional discharges. The application was considered administratively complete on April 9, 2013. Application received September 7, 2012.

Cambria District Mining Office: 286 Industrial Park Road, Ebensburg, PA 15931, 814-472-1900

31070101 and NPDES No. PA0262315. Ferlitch Construction Company, Inc., 62 Woodland Terrace, Duncansville, PA 16635, permit renewal for the continued operation and restoration of a bituminous surface mine in Wood Township, Huntingdon County, affecting 57.2 acres. Receiving stream(s): unnamed tributaries to Great Trough Creek, Roaring Run Basin classified for the following use(s): trout stocked fishery, high quality cold water fishery. There are no potable water supply intakes within 10 miles downstream. Application received April 2, 2013.

11080101 and NPDES No. PA0262587. AMFIRE Mining Company, LLC, One Energy Place, Latrobe, PA 15650, permit renewal for the continued operation and restoration of a bituminous surface and auger mine in East Taylor and Croyle Townships, Cambria County, affecting 726.3 acres. Receiving stream(s): unnamed tributaries to/and Little Conemaugh River to the Conemaugh River classified for the following use(s): cold water fishery. There are no potable water supply intakes within 10 miles downstream. Application received April 5, 2013.

Greensburg District Mining Office: Armbrust Professional Center, 8205 Route 819, Greensburg, PA 15601, 724-925-5500

03803044 and NPDES Permit No. PA0126375. Rosebud Mining Company (301 Market Street, Kittanning, PA 16201). Application received for transfer of permit currently issued to State Industries, Inc., for continued operation and reclamation of a bituminous surface mining site located in East Franklin Township, Armstrong County, affecting 97.9 acres. Receiving streams: Unnamed tributary to Limestone Run, classified for the following use: warm water fishes. The first downstream potable water supply intake from the point of discharge is West Penn Water Company. Application received: March 25, 2013.

Pottsville District Mining Office: 5 West Laurel Boulevard, Pottsville, PA 17901, 570-621-3118

49850701C9. Reading Anthracite Company, (PO Box 1200, Pottsville, PA 17901), boundary correction to add 7.8 acres to an existing anthracite coal refuse disposal operation in Coal Township, Northumberland County affecting 35.4 acres, receiving stream: Carbon Run, classified for the following use: cold water fishes. Application received: March 12, 2013.

Noncoal Applications Received

Effluent Limits—The following effluent limits will apply to NPDES permits issued in conjunction with a noncoal mining permit:

Table 2

30-day Daily Instantaneous
Parameter Average Maximum Maximum
Suspended solids 10 to 35 mg/l 20 to 70 mg/l 25 to 90 mg/l
Alkalinity exceeding acidity*
pH* greater than 6.0; less than 9.0
* The parameter is applicable at all times.

 A settleable solids instantaneous maximum limit of 0.5 ml/l applied to surface runoff resulting from a precipitation event of less than or equal to a 10-year 24-hour event. If coal will be extracted incidental to the extraction of noncoal minerals, at a minimum, the technology-based effluent limitations identified under coal applications will apply to discharges of wastewater to streams.

Pottsville District Mining Office: 5 West Laurel Boulevard, Pottsville, PA 17901, 570-621-3118

35910301C6 and NPDES Permit No. PA0595209. West Mountain Sand, Stone & Aggregates, LTD, (PO Box 389, Skippack, PA 19474), renewal of NPDES permit for discharge of treated mine drainage from a quarry operation in Newton and Ransom Townships, Lackawanna County affecting 249.0 acres, receiving stream: Keyser Creek, classified for the following use: cold water fishes. Application received: March 29, 2013.

58920301C and NPDES Permit No. PA0595845. Reading Materials, Inc., (PO Box 1467, Skippack, PA 19474), renewal of NPDES permit for discharge of treated mine drainage from a quarry operation in New Milford Township, Susquehanna County affecting 131.8 acres, receiving stream: Beaver Creek, classified for the following use: HQ-cold water fishes. Application received: March 29, 2013.

MINING ACTIVITY NPDES DRAFT PERMITS

 This notice provides information about applications for a new, amended or renewed NPDES permits associated with mining activity (coal or noncoal) permits. The applications concern industrial waste (mining) discharges to surface water and discharges of stormwater associated with mining activities. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing provisions of The Clean Streams Law (35 P. S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

 The Department of Environmental Protection (Department) has prepared a draft NPDES permit and made a tentative determination to issue the NPDES permit in conjunction with the associated mining activity permit.

Effluent Limits for Coal Mining Activities

 For coal mining activities, NPDES permits, when issued, will contain effluent limits that are the more stringent of technology-based (BAT) effluent limitations or Water Quality Based Effluent Limits (WQBEL).

 The BAT limits for coal mining activities, as provided in 40 CFR Part 434 and 25 Pa. Code Chapters 87—90 are as follows:

30-Day Daily Instantaneous
Parameter Average Maximum Maximum
Iron (Total) 3.0 mg/l 6.0 mg/l 7.0 mg/l
Manganese (Total) 2.0 mg/l 4.0 mg/l 5.0 mg/l
Suspended solids 35 mg/l 70 mg/l 90 mg/l
pH* greater than 6.0; less than 9.0
Alkalinity greater than acidity*
* The parameter is applicable at all times.

 In addition, the Department imposes a technology-based aluminum limit of 2.0 mg/l (30 day average) to protect stream uses.

 A settleable solids instantaneous maximum limit of 0.5 ml/l applies to: surface runoff (resulting from a precipitation event of less than or equal to a 10-year 24-hour event) from active mining areas; active areas disturbed by coal refuse disposal activities; mined areas backfilled and revegetated; and all other discharges and drainage (resulting from a precipitation event of greater than 1-year 24-hour to less than or equal to a 10-year 24-hour event) from coal refuse disposal piles. Similarly, modified BAT limits apply to iron, manganese and suspended solids in surface runoff, discharges and drainage resulting from these precipitation events and those of greater magnitude in accordance with 25 Pa. Code §§ 87.102, 88.92, 88.187, 88.292, 89.52 and 90.102.

 Exceptions to BAT effluent limits may be applicable in accordance with 25 Pa. Code §§ 87.102, 88.92, 88.187, 88.292, 89.52 and 90.102.

Effluent Limits for Noncoal Mining Activities

 The BAT limits for noncoal mining activities as provided in 40 CFR Part 436 and 25 Pa. Code Chapter 77 are as follows:

30-day Daily Instantaneous
Parameter Average Maximum Maximum
Suspended solids 35 mg/l 70 mg/l 90 mg/l
Alkalinity exceeding acidity*
pH* greater than 6.0; less than 9.0
* The parameter is applicable at all times.

 Discharges from noncoal mines located in some geologic settings (for example, in the coal fields) may require additional water quality based effluent limits. If additional effluent limits are needed for an NPDES permit associated with a noncoal mining permit, then the permit description specifies the parameters.

 In addition to BAT or WQBEL limits, coal and noncoal NPDES permits establish effluent limitations in the form of implemented Best Management Practices (BMPs) identified in the associated Erosion and Sedimentation Plan, the Reclamation Plan and the NPDES permit application. These BMPs restrict the rates and quantities of associated pollutants from being discharged into surface waters in this Commonwealth.

 More restrictive effluent limitations, restrictions on discharge volume or restrictions on the extent of mining that may occur are incorporated into an NPDES permit when necessary for compliance with water quality standards and antidegradation requirements (in accordance with 25 Pa. Code Chapters 91—96).

 The procedures for determining the final effluent limits, using a mass-balance equation or model, are found in Technical Guidance Document 362-0600-001, NPDES Program Implementation—Memorandum of Understanding (MOU) Concerning Water Quality Management, NPDES Program Implementation, and Related Matters. Other specific factors to be considered include public comments and Total Maximum Daily Load(s). Additional discharge limitations may apply in the event that unexpected discharges occur.

 Discharge rates for surface mining activities are precipitation driven. Discharge rates for proposed discharges associated with underground mining are noted in the permit description.

 Persons wishing to comment on an NPDES draft permit should submit a written statement to the Department at the address of the district mining office indicated before each draft permit within 30 days of this public notice. Comments received within the comment period will be considered in the final determinations regarding the NPDES permit applications. Comments must 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 or petitions for a public hearing on NPDES permit applications, as provided in 25 Pa. Code § 92a.82(d). The request or petition for a public hearing shall be filed within 30 days of this public notice and contain the name, address, telephone number and the interest of the party filing the request, and state the reasons why a hearing is warranted. A public hearing may be held if the Department considers the public interest significant. If a hearing is scheduled, a notice of the hearing on the NPDES permit application will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. When a public hearing is held, the Department will consider comments from the public hearing in the final determination on the NPDES permit application.

Coal NPDES Draft Permits

California District Office: 25 Technology Drive, Coal Center, PA 15423, 724-769-1100

NPDES No. PA0213683 (Mining Permit No. 32850701), AMFIRE Mining Company, LLC, (1 Energy Place, Latrobe, PA 15650). A renewal to the NPDES and mining activity permit for the Clymer Refuse Disposal Site in Cherryhill Township, Indiana County. This notice is a correction to the mining activity NPDES Draft permit previously published in the Pennsylvania Bulletin on March 9, 2013. Surface Acres Affected 143.8. Receiving stream: Dixon Run, Unnamed Tributary to Dixon Run, and Unnamed Tributary to Buck Run, all classified for the following use: CWF. Kiskiminetas-Conemaugh River Watersheds TMDL. The application was considered administratively complete on June 20, 2012. Application received January 20, 2012.

 Unless otherwise noted for a specific outfall, the proposed effluent limits for all outfalls in this permit are the BAT limits described above for coal mining activities.

Outfall 006 discharges to: Unnamed Tributary to Dixon Run

 The proposed effluent limits for Outfall 006 (Lat: 40° 41` 01" Long: 79° 00` 21") are:

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
Flow (mgd) - 0.004 -
Iron (mg/l) 1.6 2.49 4.0
Manganese (mg/l) 0.95 1.48 2.375
Aluminum (mg/l) 0.75 1.16 1.875
Total Suspended Solids (mg/l) 35 70 90
Sulfates (mg/l) - - REPORT
Total Dissolved Solids (mg/l) - - REPORT

Outfall 007 discharges to: Unnamed Tributary to Buck Run

 The proposed effluent limits for Outfall 007 (Lat: 40° 41` 04" Long: 78° 59` 59") are:

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
Flow (mgd) - 0.004 -
Iron (mg/l) 3.0 4.67 7.5
Manganese (mg/l) 1.8 2.80 4.5
Aluminum (mg/l) 1.7 2.64 4.25
Total Suspended Solids (mg/l) 35 70 90
Sulfates (mg/l) -- REPORT
Total Dissolved Solids (mg/l) - - REPORT

Outfall 008 discharges to: Unnamed Tributary to Buck Run

 The proposed effluent limits for Outfall 008 (Lat: 40° 41` 04" Long: 79° 59` 59") are:

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
Flow (mgd) - 0.004 -
Iron (mg/l) 3.0 4.67 7.5
Manganese (mg/l) 1.9 2.96 4.75
Aluminum (mg/l) 1.8 2.80 4.5
Total Suspended Solids (mg/l) 35 70 90
Sulfates (mg/l) - - REPORT
Total Dissolved Solids (mg/l) - - REPORT

Outfall 009 discharges to: Unnamed Tributary to Dixon Run

 The proposed effluent limits for Outfall 009 (Lat: 40° 41` 08" Long: 79° 00` 14") are:

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
Flow (mgd) - 0.0099 -
Iron (mg/l) 1.50 2.34 3.75
Manganese (mg/l) 0.95 1.48 2.375
Aluminum (mg/l) 0.75 1.16 1.875
Total Suspended Solids (mg/l) 35 70 90
Osmotic Pressure (mos/kg) 50 100 125
Sulfates (mg/l) - - REPORT
Total Dissolved Solids (mg/l) - - REPORT
Chlorides (mg/l) - - REPORT

Outfall 010 discharges to: Dixon Run

 The proposed effluent limits for Outfall 010 (Lat: 40° 41` 22" Long: 79° 00` 24") are:

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
Flow (mgd) - 0.004 -
Iron (mg/l) 2.1 3.27 5.25
Manganese (mg/l) 1.6 2.49 4
Aluminum (mg/l) 1.0 1.59 2.5
Osmotic Pressure (mos/kg) 50.0 100.0 125
Total Suspended Solids (mg/l) 35 70 90
Sulfates (mg/l) - - REPORT
Total Dissolved Solids (mg/l) - - REPORT
Chlorides (mg/l) - - REPORT

Outfall 011 discharges to: Unnamed Tributary to Buck Run

 The proposed effluent limits for Outfall 011 (Lat: 40° 41` 16" Long: 79° 00` 00") are:

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
Flow (mgd) - 0.004 -
Iron (mg/l) 1.4 2.18 3.5
Manganese (mg/l) 1.8 2.80 4.5
Aluminum (mg/l) 0.70 1.09 1.75
Osmotic Pressure (mos/kg) 50.2 100.4 125.5
Total Suspended Solids (mg/l) 35 70 90
Sulfates (mg/l) - - REPORT
Total Dissolved Solids (mg/l) - - REPORT
Chlorides (mg/l) - - REPORT

Outfall 012 discharges to: Dixon Run

 The proposed effluent limits for Outfall 012 (Lat: 40° 41` 22" Long: 79° 00` 29") are:

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
Flow (mgd) - 0.0124 -
Iron (mg/l) 3.0 4.67 7.5
Manganese (mg/l) 2.0 3.12 5.0
Aluminum (mg/l) 1.55 2.42 3.875
Osmotic Pressure (mos/kg) 56.0 112.0 140
Total Suspended Solids (mg/l) 35 70 90
Sulfates (mg/l) - - REPORT
Total Dissolved Solids (mg/l) - - REPORT
Chlorides (mg/l) - - REPORT

Cambria District Mining Office: 286 Industrial Park Road, Ebensburg, PA 15931, 814-472-1900

NPDES No. PA021331 (Mining permit no. 56920114), Rosebud Mining Company, 301 Market Street, Kittanning, PA 16201, renewal of an NPDES permit for surface mining activities in Southampton Township, Somerset County, affecting 278.5 acres. Receiving stream(s): unnamed tributaries to North Branch of Jennings Run, classified for the following use(s): cold water fishery. These receiving streams are not the subject of a TMDL. Application received: February 26, 2013.

 Unless otherwise noted for a specific outfall, the proposed effluent limits for all outfalls in this permit are the BAT limits described above for coal mining activities.

 The treated wastewater outfall(s) listed below discharge to unnamed tributaries to North Branch of Jennings Run.

Outfall Nos. New Outfall (Y/N)
001 N
002N
003 N
004 N
005 N
006 N

 The proposed effluent limits for the above listed outfall(s) are as follows:

Outfalls: 001 30-Day Daily Instant.
Parameter Average Maximum Maximum
Iron (mg/l) 3.0 6.0 7.0
Manganese (mg/l) 2.0 4.0 5.0
Aluminum (mg/l) 3.0 6.0 7.5
Total Suspended Solids (mg/l) 35.0 70.0 90.0
pH (S.U.): Must be between 6.0 and 9.0 standard units at all times
Alkalinity must exceed acidity at all times
Outfalls: 002 & 003 30-Day Daily Instant.
Parameter Average Maximum Maximum
Iron (mg/l) 3.0 6.0 7.0
Manganese (mg/l) 2.0 4.0 5.0
Aluminum (mg/l) 2.0 5.0 6.3
Total Suspended Solids (mg/l) 35.0 70.0 90.0
pH (S.U.): Must be between 6.0 and 9.0 standard units at all times
Alkalinity must exceed acidity at all times
Outfalls: 004, 005 and 006 30-Day Daily Instant.
Parameter Average Maximum Maximum
Iron (mg/l) 3.0 6.0 7.0
Manganese (mg/l) 2.0 4.0 5.0
Aluminum (mg/l) 1.3 2.6 3.3
Total Suspended Solids (mg/l) 35.0 70.0 90.0
pH (S.U.): Must be between 6.0 and 9.0 standard units at all times
Alkalinity must exceed acidity at all times

 The stormwater outfall(s) listed below discharge to unnamed tributaries to North Branch of Jennings Run.

Outfall Nos. New Outfall (Y/N)
007 N
008 N
009 N
010 N
011 N
012 N
013 N
014 N

 The proposed effluent limits for the above listed outfall(s) are as follows:

Outfalls: 007, 008, 009, 010, 011, 012, 013, 014 30-Day Daily Instant.
Parameter Average Maximum Maximum
Iron (mg/l) 7.0
Total Settleable Solids (mg/l) 0.5 ml/l
pH (S.U.): Must be between 6.0 and 9.0 standard units at all times
Alkalinity must exceed acidity at all times

Knox District Mining Office: P. O. Box 669, 310 Best Avenue, Knox, PA 16232-0669, 814-797-1191

NPDES No. PA0259381 (Permit No. 10120106). Amerikohl Mining, Inc. (202 Sunset Drive, Butler, PA 16001) New NPDES permit for a bituminous surface mine in Fairview & Parker Townships, Petrolia Borough, Butler County, affecting 465.7 acres. Receiving streams: Unnamed tributaries to South Branch Bear Creek, classified for the following uses: WWF. TMDL: None. Application received: November 29, 2012.

 Unless otherwise noted for a specific outfall, the proposed effluent limits for all outfalls in this permit are the BAT limits described above for coal mining activities.

 The outfall(s) listed below discharge to unnamed tributaries to South Branch Bear Creek:

Outfall No. New Outfall (Y/N)
TP02 Y
TP03 Y
TP04 Y
TP05 Y
TP08 Y
TP09 Y
TP10 Y
TP11 Y
TP12 Y
TP13 Y
TP14 Y

 The proposed effluent limits for the above listed outfall(s) are as follows:

30-DayDailyInstant.
ParameterMinimum Average Maximum Maximum
pH1 (S.U.)6.0 9.0
Iron (mg/l) 3 47
Manganese (mg/l)245
Aluminum (mg/l)245
Alkalinity greater than acidity1
Total Suspended Solids (mg/l) 357090
1 The parameter is applicable at all times.

 The outfall(s) listed below discharge to unnamed tributary to South Branch Bear Creek:

Outfall No. New Outfall (Y/N)
SPA Y
SPB Y
SPC Y
SPD Y
SPE Y
SPF Y
SPG Y
SPH Y
SPJ Y
SPK Y
SPM Y

 The proposed effluent limits for the above listed outfall(s) are as follows:

30-Day Daily Instant.
ParameterMinimum AverageMaximum Maximum
pH1 (S.U.) 6.09.0
Iron (mg/l)7.0
Alkalinity greater than acidity1
Total Settleable Solids (ml/l) 0.5

NPDES No. PA0259306 (Permit No. 10120102). Amerikohl Mining, Inc. (202 Sunset Drive, Butler, PA 16001) Revised NPDES permit for a bituminous surface mine in Perry & Parker Townships, Butler & Armstrong Counties, affecting 77.9 acres. Receiving streams: Unnamed tributaries to South Branch Bear Creek, classified for the following uses: WWF. TMDL: None. Application received: March 21, 2013.

 Unless otherwise noted for a specific outfall, the proposed effluent limits for all outfalls in this permit are the BAT limits described above for coal mining activities.

 The outfall(s) listed below discharge to unnamed tributaries E and F to South Branch Bear Creek:

Outfall No. New Outfall (Y/N)
TP1 N
TP2 N
TP3 Y

 The proposed effluent limits for the above listed outfall(s) are as follows:

30-DayDaily Instant.
Parameter MinimumAverage MaximumMaximum
pH1 (S.U.)6.0 9.0
Iron (mg/l) 3 67
Manganese (mg/l) 245
Aluminum (mg/l) 245
Alkalinity greater than acidity1
Total Suspended Solids (mg/l) 25 7090
1 The parameter is applicable at all times.

 The outfall(s) listed below discharge to unnamed tributaries E, F and G to South Branch Bear Creek:

Outfall No.New Outfall (Y/N)
SP1 N
SP2 N
SP3 Y
SP4 Y

 The proposed effluent limits for the above listed outfall(s) are as follows:

30-Day DailyInstant.
Parameter Minimum Average MaximumMaximum
pH1 (S.U.)6.0 9.0
Iron (mg/l) 7.0
Alkalinity greater than acidity1
Total Settleable Solids (ml/l) 0.5

Noncoal NPDES Draft Permits

Cambria District Mining Office: 286 Industrial Park Road, Ebensburg, PA 15931, 814-472-1900

NPDES No. PA0599352 (Mining permit no. 4074SM12), New Enterprise Stone & Lime Company, Inc., P. O. Box 77, New Enterprise, PA 16664, renewal of an NPDES permit for surface mining in Jefferson Township, Somerset County, affecting 317.04 acres. Receiving stream(s): unnamed tributaries to/and Kooser Run, classified for the following use(s): high quality—cold water fishery. This receiving stream is included in the Casselman River TMDL. Application received: February 16, 2012.

 Unless otherwise noted for a specific outfall, the proposed effluent limits for all outfalls in this permit are the BAT limits described above for noncoal mining activities.

 The outfall(s) listed below discharge to Unnamed Tributaries to Kooser Run.

Outfall Nos. New Outfall (Y/N)
001, 002, 003 & 004 N

 The proposed effluent limits for the above listed outfall(s) are as follows:

Outfalls: 30-Day Daily Instant.
Parameter Average Maximum Maximum
Total Suspended Solids (mg/l) 20.0 40.0 50.0
pH (S.U.): Must be between 6.0 and 9.0 standard units at all times
Alkalinity must exceed acidity at all times

 The outfall(s) listed below discharge to Unnamed Tributary to Kooser Run.

Outfall Nos. New Outfall (Y/N)
005 N

 The proposed effluent limits for the above listed outfall(s) are as follows:

Outfalls: 30-Day Daily Instant.
Parameter Average Maximum Maximum
Total Iron (mg/l) 1.5 3.0 3.7
Total Manganese (mg/l) 2.0 4.0 5.0
Total Aluminum (mg/l) 0.75 1.5 1.8
Total Suspended Solids 20.0 40.0 50.0
pH (S.U.): Must be between 6.0 and 9.0 standard units at all times
Alkalinity must exceed acidity at all times

Moshannon District Mining Office: 186 Enterprise Drive, Philipsburg, PA 16866, 814-342-8200

NPDES No. PA 0257168 (Mining Permit No. 08120301, Bradford County Quarry), Glenn O. Hawbaker, Inc., 1952 Waddle Road, State College, PA 16803. New NPDES permit for Noncoal Surface Mine in Burlington Township, Bradford County, affecting 41.6 acres. Receiving stream(s): Sugar Creek, classified for the following use(s): WWF. Application received: April 16, 2012.

 Unless otherwise noted for a specific outfall, the proposed effluent limits for all outfalls in this permit are the BAT limits described above for noncoal mining activities.

 The outfall(s) listed below discharge to Sugar Creek:

Outfall No. New Outfall (Y/N)
SP01 Yes
TP01 Yes

Pottsville District Mining Office: 5 West Laurel Boulevard, Pottsville, PA 17901, 570-621-3118

NPDES No. PA0225045 on Surface Mining Permit No. 64112501. Robert A. Coleman, (PO Box 3, Susquehanna, PA 18847), new NPDES Permit for a bluestone quarry operation in Scott Township, Wayne County, affecting 10.0 acres. Receiving stream: Sherman Creek, classified for the following use: HQ—cold water fishes. Application received: August 4, 2011.

 Non discharge BMPs will be in affect to contain runoff from all affected areas on this site.

FEDERAL WATER POLLUTION CONTROL ACT, SECTION 401

 The following permit applications, requests for Environmental Assessment approval and requests for 401 Water Quality Certification have been received by the Department. Section 401 of the Federal Water Pollution Control Act (FWPCA) (33 U.S.C.A. § 1341) requires the Commonwealth to certify that the involved projects will not violate the sections 301—303, 306 and 307 of the FWPCA (33 U.S.C.A. §§ 1311—1313, 1316 and 1317) as well as relevant State requirements. Persons objecting to approval of a request for certification under section 401 of the FWPCA, the issuance of a Dam Permit or Water Obstruction and Encroachment Permit or the approval of an Environmental Assessment shall submit comments, suggestions or objections within 30 days of the date of this notice as well as any questions to the office noted before an application. Comments should contain the name, address and telephone number of the person commenting, identification of the certification request to which the comments or objections are addressed and a concise statement of comments, objections or suggestions including the relevant facts upon which they are based.

 The Department may conduct a fact-finding hearing or an informal conference in response to comments if deemed necessary. Each individual will be notified, in writing, of the time and place of a scheduled hearing or conference concerning the certification request to which the comment, objection or suggestion relates. Maps, drawings and other data pertinent to the certification request are available for inspection between 8 a.m. and 4 p.m. on working days at the office noted before the application.

 Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation to participate in the proceedings should contact the specified program. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.


Applications Received under the Dam Safety and Encroachments Act (32 P. S. §§ 693.1—693.27) and section 302 of the Flood Plain Management Act (32 P. S. § 679.302) and Requests for Certification under section 401(a) of the FWPCA.

WATER OBSTRUCTIONS AND ENCROACHMENTS

Southeast Region: Watershed Management Program Manager, 2 East Main Street, Norristown, PA 19401

E46-1091. Firefox 1, LP, 1735 Market Street, Suite 4010, Philadelphia, PA 19103, Hatfield and Montgomery Townships, Montgomery County, ACOE Philadelphia District.

 To perform the following water obstruction and encroachment activities associated with a 148 unit townhouse development known as Firefox I.

 1. To construct and maintain 3 outfall structures along an unnamed tributary to Colmar Creek, impacting a de minimus area of wetland.

 2. To construct and maintain a 4.3-foot high by 24-foot wide open bottom box culvert across a tributary to the West Branch of Neshaminy Creek, impacting a de minimus area of wetland.

 3. To construct and maintain an 8-foot wide pedestrian bridge spanning 24 feet across an unnamed tributary to the West Branch of Neshaminy Creek.

 The site is located near the intersection of Bethlehem Pike (S.R. 309) and Line Street (Teleford and Doylestown USGS Quadrangle Maps; N: 3.5 inches; W: 0.5 inches; and N: 3.5 inches W: 17.00 inches respectively.

E15-840. Scott R. Salvatore, SPE-LISACUL Construction Company, LP., 2109 Bellemead Avenue, Havertown, PA 19083, London Grove Township, Chester County, ACOE Philadelphia District.

 To perform the following water obstruction and encroachment activities across an unnamed tributary to the East Branch White Clay Creek (Perennial, CFW-MF):

 1. To replace and maintain the road culvert at intersection of East Avondale Road and Clay Creek Road.

 2. To install and maintain a redundant water line for Inniscrone Phase III to VI residential Development.

 3. To construct and maintain Inniscrone Drive from residential development to the replaced culvert intersection.

 The site is located at the intersection of East Avondale Road and Clay Creek Road (West Grove, PA USGS Quadrangle N: 11.66 inches; W: 6.27 inches).

Northeast Region: Waterways and Wetlands Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Telephone 570-826-2511.

E48-421. Buckeye Partners, LP, Five TEK Park, 9999 Hamilton Boulevard, Breinigsville, PA 18031, in Lehigh and North Whitehall Townships, Lehigh and Northampton Counties, U.S. Army Corps of Engineers, Philadelphia District.

 To stabilize and maintain a 24-foot by 54-foot section of the Lehigh River (WWF, MF) with cable concrete revetment mats for the purpose of protecting an existing exposed 6-inch diameter petroleum pipeline. The project is located approximately 0.10 mile southwest of State Route 0145 approximately 0.75 mile northwest of its intersection with Mulberry Drive (Cementon, PA Quadrangle, Latitude: 40°43`50.9"; Longitude: -75°34`11.1").

F40-001. City of Nanticoke, 15 East Ridge Street, Nanticoke, PA 18634, in City of Nanticoke, Luzerne County, U.S. Army Corps of Engineers, Baltimore District.

 To demolish and remove structures located on the following sites in the floodplain of the Susquehanna River through the HMGP Acquisition Program. Sites will be restored to open space. Sites are located in the City of Nanticoke, Luzerne County.

 1. Kotsko, 218 Arch Street (Nanticoke, PA Quadrangle Latitude: 41.20689°; Longitude: -76.00157°)

 2. Rasmus, 218 Rear Arch Street (Nanticoke, PA Quadrangle Latitude: 41.20692°; Longitude: -76.00184°)

 3. Rasmus, 218 Rear Arch Street (Nanticoke, PA Quadrangle Latitude: 41.20706°; Longitude: -76.00160°)

F54-001. Pine Grove Township, 175 Oak Grove Road, Pine Grove, PA 17963, in Pine Grove Township, Schuylkill County, U.S. Army Corps of Engineers, Baltimore District.

 To demolish and remove structures located on the following site in the floodplain of Swatara Creek through the HMGP Acquisition Program. Site will be restored to open space. Site is located in Pine Grove Township, Schuylkill County.

 1. 8 Geary Wolf Road Property (Pine Grove, PA Quadrangle Latitude: 40.538533; Longitude: -76.390367)

F54-002. Pine Grove Borough, One Snyder Avenue, Pine Grove, PA 17963, in Pine Grove Borough, Schuylkill County, U.S. Army Corps of Engineers, Baltimore District.

 To demolish and remove structures located on the following sites in the floodplain of Swatara Creek and Wideawake Creek through the HMGP Acquisition Program. Sites will be restored to open space. Sites are located in Pine Grove Borough, Schuylkill County.

 1. Wendy Diaz, 50 Laurel Street (Pine Grove, PA Quadrangle Latitude: 40°33`06.06"; Longitude: -76°22` 52.18")

 2. Edwin Minnich, 45 Laurel Street (Pine Grove, PA Quadrangle Latitude: 40°33`06.06"; Longitude: -76°22` 52.18")

 3. Robert & Kathy Kreis, 6 North Tulpehocken Street (Pine Grove, PA Quadrangle Latitude: 40°33`14.93"; Longitude: -76°23`16.46")

 4. Sam & Anthony Fisher, 8 North Tulpehocken Street (Pine Grove, PA Quadrangle Latitude: 40°33`14.93"; Longitude: -76°23`16.46")

 5. Joe & Lori Fisher, 10 North Tulpehocken Street (Pine Grove, PA Quadrangle Latitude: 40°33`15.31"; Longitude: -76°23`16.83")

 6. Richard Frantz, 7 North Tulpehocken Street (Pine Grove, PA Quadrangle Latitude: 40°33`14.51"; Longitude: -76°23`17.41")

 7. Robert E. & Pamela J. Koppenhaver, 13 North Tulpehocken Street (Pine Grove, PA Quadrangle Latitude: 40°33`15.00"; Longitude: -76°23`17.00")

 8. Paul R. & Ada L. Frantz, 15 North Tulpehocken Street (Pine Grove, PA Quadrangle Latitude: 40°33` 15.31"; Longitude: -76°23`17.88")

 9. Paul R. & Ada L. Frantz, 17 North Tulpehocken Street (Pine Grove, PA Quadrangle Latitude: 40°33` 15.31"; Longitude: -76°23`17.88")

 10. Derek D. Tobias, 69 East Pottsville Street (Pine Grove, PA Quadrangle Latitude: 40°33`13.47"; Longitude: -76°22`56.96")

 11. Christine D. Heller, 76 East Pottsville Street (Pine Grove, PA Quadrangle Latitude: 40°33`13.16"; Longitude: -76°22`55.76")

 12. Jeff Spittler, 78 East Pottsville Street (Pine Grove, PA Quadrangle Latitude: 40°33`13.16"; Longitude: -76°22`55.76")

F58-001. Lanesboro Borough, PO Box 214, Susquehanna, PA 18847, in Lanesboro Borough, Susque-hanna County, U.S. Army Corps of Engineers, Baltimore District.

 To demolish and remove structures located on the following sites in the floodplain of the Susquehanna River and Canawacta Creek through the HMGP Acquisition Program. Sites will be restored to open space. Sites are located in Lanesboro Borough, Susquehanna County.

 1. Burdick, 35 Soops Grove, Susquehanna, PA 18847 (Susquehanna, PA Quadrangle Latitude: 41.962823°; Longitude: -75.585575°)

 2. Fisk, 37 Soops Grove, Susquehanna, PA 18847 (Susquehanna, PA Quadrangle Latitude: 41.962834°; Longitude: -75.585757°)

 3. Sannikov, 90 Main Street, Susquehanna, PA 18847 (Susquehanna, PA Quadrangle Latitude: 41.955867°; Longitude: -75.585691°)

F58-002. Harmony Township, PO Box 152, Susque-hanna, PA 18847, in Harmony Township, Susquehanna County, U.S. Army Corps of Engineers, Baltimore District.

 To demolish and remove structures located on the following sites in the floodplain of the Susquehanna River through the HMGP Acquisition Program. Sites will be restored to open space. Sites are located in Harmony Township, Susquehanna County.

 1. James E. & Linda L. Gladstone, 132 River View Drive, Susquehanna, PA 18847 (Susquehanna, PA Quadrangle Latitude: 41.992503°; Longitude: -75.601723°)

 2. James E. & Linda L. Gladstone, 128 River View Drive, Susquehanna, PA 18847 (Susquehanna, PA Quadrangle Latitude: 41.992589°; Longitude: -75.601835°)

E39-520. Harold Dieterly & Ann Dieterly, P. O. Box 519, Trumbauersville, PA 18970, in Upper Saucon Township, Lehigh County, U.S. Army Corps of Engineers, Philadelphia District.

 To construct and maintain the following water obstructions and encroachments associate with the Brinley Court Residential Development Project:

 1. An outfall structure in the floodway of UNT to Laurel Run (HQ-CWF, MF) consisting of a 36-inch diameter RCP, headwall and riprap apron;

 2. A utility crossing of UNT to Laurel Run (HQ-CWF, MF);

 3. A roadway crossings of an UNT to Laurel Run (HQ-CWF, MF) consisting of a 42 feet of 18-inch diameter RCP, 43 feet of 24-inch diameter RCP, headwall and riprap apron.

 4. A roadway crossings of an UNT to Laurel Run (HQ-CWF, MF) consisting of an 86-foot long 18-inch diameter RCP, headwalls and riprap apron.

 The project is located approximately 0.2 mile east of the intersection of South Main Street (SR2045) and Old Bethlehem Pike (Allentown East, PA Quadrangle, Latitude: 40°30`6"; Longitude: -75°23`27").

Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110. Telephone: 717.705.4802.

E07-445. Logan Township Board of Supervisors, 100 Chief Logan Circle, Altoona, PA 16602. Logan Township Sanitary Sewer Improvements in Logan Township, Blair County, Baltimore ACOE District (Altoona, PA Quadrangle).

 The applicant proposed to install and maintain an 8-inch PVC sanitary sewer line crossing

 (1) 8-linear feet of an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 59", -78° 24` 09"),

 (2) 8-linear feet of an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 34", -78° 23` 30"),

 (3) 20-linear feet of an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 39", -78° 23` 45"),

 (4) 5-linear feet of an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 38", -78° 23` 40"),

 (5) 8-linear feet of an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 40", -78° 23` 39"),

 (6) 8-linear feet of an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 38", -78° 23` 29"),

 (7) 8-linear feet of Burgoon Run (TSF, MF) (40° 29` 19", -78° 26` 29"),

 (8) 5-linear feet of Burgoon Run (TSF, MF) (40° 29` 20", -78° 26` 29"),

 (9) 40-linear feet of Burgoon Run (TSF, MF) (40° 29` 16", -78° 26` 24"),

 (10) 8 Linear Feet of an Unnamed Tributary to Burgoon Run (40° 29` 23", -78° 26` 34"),

 (11) 13-linear feet of Burgoon Run (TSF, MF) (40° 29` 20", -78° 26` 31"),

 (12) 10 Linear Feet of an Unnamed Tributary to Burgoon Run (40° 29` 28", -78° 26` 52"),

 (13) 12 Linear Feet of an Unnamed Tributary to Burgoon Run (40° 29` 23", -78° 27` 06"),

 (14) 30 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 28", -78° 22` 39"),

 (15) 8 Linear Feet of an Unnamed Tributary to Homer Gap Run (WWF, MF) (40° 33` 40", -78° 22` 54"),

 (16) 11 Linear Feet of an Unnamed Tributary to Homer Gap Run (WWF, MF) (40° 33` 30", -78° 23` 06"),

 (17) 8 Linear Feet of an Unnamed Tributary to Homer Gap Run (WWF, MF) (40° 33` 30", -78° 23` 05"),

 (18) 10 Linear Feet of an Unnamed Tributary to Homer Gap Run (WWF, MF) (40° 33` 37", -78° 23` 11"),

 (19) 17 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 30", -78° 23` 24"),

 (20) 17 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 30", -78° 23` 20"),

 (21) 32 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 31", -78° 23` 21"),

 (22) 22 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 31", -78° 23` 28"),

 (23) 5 Linear Feet of an Unnamed Tributary to Homer Gap Run (WWF, MF) (40° 33` 40", -78° 23` 57"),

 (24) 25 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 37", -78° 23` 51"),

 (25) 13 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 35", -78° 23` 48"),

 (26) 20 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 46", -78° 24` 10"),

 (27) 14 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 45", -78° 24` 07"),

 (28) 27 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 43", -78° 24` 03"),

 (29) 15 Linear Feet of Homer Gap Run (WWF, MF) (40° 33` 41", -78° 24` 03"),

 (30) 8 Linear Feet of an Unnamed Tributary to Homer Gap Run (WWF, MF) (40° 33` 49", -78° 24` 19"),

 (31) 20 Linear Feet of Dry Gap Run (WWF, MF) (40° 32` 00", -78° 28` 48"),

 (32) 8 Linear Feet of an Unnamed Tributary to Burgoon RUN (WWF, MF) (40° 29` 29", -78° 26` 50"),

 (33) 0.06 acre of PEM/PSS wetland which are classified as exceptional value (40° 31` 26", -78° 21` 50"),

 (34) 0.04 acre of PEM Wetlands (40° 29` 16", -78° 26` 12"),

 (35) 0.03 acre of PEM wetlands which are classified as Exceptional Value (40° 29` 19", -78° 26` 13"),

 (36) 0.04 acre of PSS wetlands which are classified as exceptional Value (40° 29` 25", -78° 26` 44"),

 (37) 0.07 acre of PSS wetlands (40° 29` 21", -78° 26` 36"),

 (38) 0.02 acre for of PEM wetlands which are classified as Exceptional Value (40° 29` 20", -78° 26` 31"),

 (39) 0.02 acre of PEM wetlands and 0.02 acre of PFO wetlands (40° 29` 29", -78° 26` 56"),

 (40) 0.02 acre of PEM wetlands which are classified as exceptional value (40° 29` 25", -78° 26` 45"),

 (41) 0.17 acre of PEM wetlands which are classified as exceptional value (40° 33` 31", -78° 22` 45"),

 (42) 0.05 acre of PFO wetlands which are classified as exceptional value (40° 33` 30", -78° 23` 11"),

 (43) 0.02 acre of PFO wetlands which are classified as exceptional value (40° 33` 30", -78° 23` 10"),

 (44) 0.01 acre of PEM wetlands which are classified as exceptional value (40° 33` 35", -78° 23` 45"),

 (45) 0.16 acre of PFO wetlands which are classified as exceptional value (40° 33` 40", -78° 24` 02"),

 (46) 0.16 acre of PSS wetlands which are classified as exceptional value (40° 33` 47", -78° 24` 12"),

 (47) 0.04 acre of PEM wetlands (40° 28` 57", -78° 23` 20"),

 (48) 0.01 acre of PEM wetlands (40° 32` 29", -78° 23` 46"),

 (49) 0.01 acre of PEM wetlands (40° 32` 30", -78° 23` 48"),

 (50) 0.01 acre of PEM wetlands (40° 32` 00", -78° 26` 45"), and to construct and maintain

 (51) 75 linear feet of stream bank protection along an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 59"; -78° 24` 10"),

 (52) 20 linear feet of stream bank protection along an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 35"; -78° 23` 32"),

 (53) 34 linear feet of stream bank protection along an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 34"; -78° 23` 32"),

 (54) 30 linear feet of stream bank protection along an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 33"; -78° 23` 29"),

 (55) 25 linear feet of stream bank protection along an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 33"; -78° 23` 28"),

 (56) 110 linear feet of stream bank protection along an Unnamed Tributary to the Little Juniata River (WWF, MF) (40° 32` 37"; -78° 23` 42"),

 (57) 75 linear feet of stream bank protection along Homer Gap Run (WWF, MF) (40° 33` 28"; -78° 22` 57"),

 (58) 120 linear feet of stream bank protection along an Unnamed Tributary to Homer Gap Run (WWF, MF) (40° 33` 30"; -78° 23` 04"),

 (59) 24 linear feet of stream bank protection along an Homer Gap Run (WWF, MF) (40° 33` 30"; -78° 23` 06"),

 (60) 50 linear feet of stream bank protection along Homer Gap Run (WWF, MF) (40° 33` 30"; -78° 23` 20"),

 (61) 50 linear feet of stream bank protection along Homer Gap Run (WWF, MF) (40° 33` 30"; -78° 23` 21"),

 (62) 110 linear feet of stream bank protection along Homer Gap Run (WWF, MF) (40° 33` 45"; -78° 24` 09"),

 (63) 25 linear feet of stream bank protection along Homer Gap Run (WWF, MF) (40° 33` 46"; -78° 24` 11"),

 (64) 30 linear feet of stream bank protection along an Unnamed Tributary to Homer Gap Run (WWF, MF) (40° 33` 39"; -78° 22` 54"),

 (65) 25 linear feet of stream bank protection along an Unnamed Tributary to Homer Gap Run (WWF, MF) (40° 33` 40"; -78° 22` 54"), and 50 linear feet of stream bank protection along Burgoon Run (TSF, MF) (40° 29` 20"; -78° 26` 32").

 The project proposes to temporarily impact 0.67 acre of wetlands of and permanently impact 0.23 acre.

Northcentral Region: Waterways & Wetlands Program Manager, 208 West Third Street, Williamsport, PA 17701, 570-327-3636

E17-481. Pennsylvania Department of Transportation, Engineering District 2-0, 1924 Daisy Street Extension, Clearfield, PA 16830. SR 0970, Section A01 Bridge Replacement over the West Branch of the Susquehanna River in Goshen and Bradford Townships, Clearfield County, ACOE Baltimore District (Lecontes, PA Quadrangle; Latitude: 41° 04` 09"; Longitude -78° 21` 41").

 The applicant proposes to remove the existing bridge structure, construct, operate and maintain a new reinforced concrete box culvert. The existing structure is a two span steel through truss bridge with a total span of 279 ft., skew of 60°, average underclearance of 17.5 ft. and a roadway width of 28 ft. The proposed structure is a three span concrete T-beam bridge with a total span of 271 ft., skew of 58°, average underclearance of 12.7 ft. and a roadway width of 36 ft. The proposed bridge will be located upstream of the existing structure and the existing structure will be used to convey traffic during construction. In addition, approximately 650 ft. of approach roadway will be constructed. West Branch of the Susquehanna River is classified as a Warm Water Fishery. No wetlands will be impacted by this project.

E41-645. Pennsylvania Department of Transportation, Engineering District 3-0, PO Box 218, Montours-ville, PA 17754-0218. S.R. 0015 Section 140, Montgomery Pike Safety Improvement Project, Clinton Township, Lycoming County, ACOE Baltimore District (Montours-ville South, PA Quadrangle N: 41° 11` 47"; W: -76° 55` 04").

 PA DOT Engineering District 3-0 proposes to rehabilitate a section of SR 0015 to improve roadway safety. The project includes concrete barrier separation of the north and southbound lanes, roadway widening, paving, drainage improvements and construction of three jug handle turnaround ramps. The project will result in 37 linear feet of permanent stream impact, 45 linear feet of temporary stream impact, 0.35 acre of permanent wetland impact and 0.01 acre of temporary wetland impact. The wetland impacts will be mitigated through the Vargo Wetland Bank. The stream and wetland impacts are a result of placing fill and rip rap due to the drainage improvements and the roadway widening. The project impacts will be located throughout Black Hole Creek, Unnamed Tributaries to Black Hole Creek, Unnamed Tributaries to the Susquehanna River and the wetland located directly adjacent to the existing roadway. Black Hole Creek and the Unnamed Tributaries are classified as Trout Stream Fisheries by Title 25, Chapter 93 Water Quality Standards. The Unnamed Tributaries to the Susquehanna River are classified as Cold Water Fisheries by Title 25, Chapter 93 Water Quality Standards.

E59-519. Pennsylvania Department of Transportation, Engineering District 3-0, PO Box 218, Montours-ville, PA 17754-0218. SR 0287, Section 090, Bridge Replacement Project over Marsh Creek, Delmar Township, Tioga County, ACOE Baltimore District (Keeneyville, PA Quadrangle N: 41° 47` 07"; W: 77° 18` 34").

 PA DOT Engineering District 3-0 proposes to remove the existing single span steel truss bridge and replace it with a single span concrete bulb T-beam bridge. The existing structure has a normal span of 76.5 ft., skew of 43°, 30 ft. roadway width, 8.8 ft. underclearance and low chord elevation of 1,178.92 ft. The proposed structure will have a normal span of 96.5 ft., skew of 90°, 69 ft. roadway width, 8.8 ft. underclearance and low chord elevation of 1178.58 ft. The proposed structure will be located approximately 228 ft. downstream of the existing structure. The project will have approximately 0.12 acre of permanent and 0.03 acre of temporary wetland impact. Wetland impacts will be mitigated on-site. Marsh Creek is classified as a Warm Water Fishery by Title 25, Chapter 93 Water Quality Standards.

Southwest Region: Waterways & Wetlands Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

E26-366. Dunbar Burough/Township Sanitary Authority, 93 Connellsville Street, Dunbar, PA 15431 Dunbar Borough and Dunbar Township, Fayette County; ACOE Pittsburgh District

 The applicant proposes to construct and maintain eight (8) utility line stream crossings of various watercourses within the Gist Run watershed basin (TSF), including Gist Run, several unnamed tributaries to Gist Run and Ferguson Run, which will cumulatively impact approximately 240` of these various watercourses; to construct, maintain and eventually remove six (6) temporary road crossings of some of the aforementioned watercourses, which will temporarily affect approximately 180` of these watercourses; to construct and maintain twenty (20) utility line crossings of several wetland areas (EV and PEM), which will cumulatively affect approximately 2.91 acres of wetland; for the purpose of collecting and conveying sewage from numerous, on-lot septic systems and an existing, malfunctioning waste water treatment plant, which will be eliminated, to another waste water treatment plant that will be expanded. The project location is roughly centered along U.S. Route 119, near the Connellsville Airport (Uniontown, PA Quadrangle N: 16.13 inches; W: 3.2 inches; Sub-basin: 19D; Chapter 93 Type TSF; Latitude: 39° 57` 49.7"; Longitude: 79° 38` 52.5") in Dunbar Borough and Dunbar Township, Fayette County.

District Oil and Gas Operations: Eastern Oil & Gas District, 208 West Third Street, Suite 101, Williamsport, PA 17701

E5829-049 Revised. Angelina Gathering Company, LLC; 2350 Sam Houston Parkway E., Suite 125; Houston, TX 77032; Franklin and New Milford Townships, Susquehanna County, ACOE Baltimore District.

 To construct, operate, and maintain:

 1) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 9,406 square feet (0.22 acre) of a PEM wetland (Franklin Forks, PA Quadrangle; N 41° 53` 11" Lat., W -75° 45` 32" Long.),

 2) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 14,087 square feet (0.32 acre) of a PEM wetland (Franklin Forks, PA Quadrangle; N 41° 52` 44" Lat., W -75° 45` 23" Long.),

 3) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 1,869 square feet (0.04 acre) of a PEM wetland (Franklin Forks, PA Quadrangle; N 41° 52` 42" Lat., W -75° 44` 58" Long.),

 4) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 20 square feet (0.01 acre) of a PEM wetland (Franklin Forks, PA Quadrangle; N 41° 52` 42" Lat., W -75° 45` 55" Long.),

 5) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 87 square feet (0.01 acre) of a PEM wetland (Franklin Forks, PA Quadrangle; N 41° 52` 40" Lat., W -75° 44` 45" Long.),

 6) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 15,367 square feet (0.35 acre) of a PSS wetland (Franklin Forks, PA Quadrangle; N 41° 52` 40" Lat., W -75° 44` 43" Long.),

 7) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 3,528 square feet (0.08 acre) of a PFO wetland (Franklin Forks, PA Quadrangle; N 41° 52` 40" Lat., W -75° 44` 44" Long.),

 8) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 502 square feet (0.01 acre) of a PEM wetland (Franklin Forks, PA Quadrangle; N 41° 52` 37" Lat., W -75° 44` 37" Long.),

 9) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 7,336 square feet (0.17 acre) of a PEM wetland (Franklin Forks, PA Quadrangle; N 41° 52` 35" Lat., W -75° 44` 37" Long.),

 10) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 836 square feet (0.02 acre) of a PSS wetland (Harford, PA Quadrangle; N 41° 52` 06" Lat., W -75° 44` 07" Long.),

 11) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 701 square feet (0.02 acre) of a PEM wetland (Harford, PA Quadrangle; N 41° 51` 38" Lat., W -75° 43` 40" Long.),

 12) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 1,184 square feet (0.03 acre) of a PEM wetland (Harford, PA Quadrangle; N 41° 51` 39" Lat., W -75° 43` 30" Long.),

 13) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 622 square feet (0.01 acre) of a PEM wetland (Harford, PA Quadrangle; N 41° 51` 39" Lat., W -75° 43` 29" Long.),

 14) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 13,006 square feet (0.30 acre) of a PEM wetland (Harford, PA Quadrangle; N 41° 51` 40" Lat., W -75° 43` 26" Long.),

 15) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 5,875 square feet (0.13 acre) of a PSS wetland (Harford, PA Quadrangle; N 41° 51` 40" Lat., W -75° 43` 21" Long.),

 16) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 626 square feet (0.01 acre) of a PFO wetland (Harford, PA Quadrangle; N 41° 51` 40" Lat., W -75° 43` 20" Long.),

 17) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 155 square feet (0.01 acre) of a PEM wetland (Harford, PA Quadrangle; N 41° 51` 41" Lat., W -75° 43` 15" Long.),

 18) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 87 lineal feet of an unnamed tributary to Beaver Creek (HQ-CWF, MF) (Franklin Forks, PA Quadrangle; N 41° 53` 12" Lat., W -75° 45` 34" Long.),

 19) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 73 lineal feet of an unnamed tributary to Beaver Creek (HQ-CWF, MF) (Franklin Forks, PA Quadrangle; N 41° 53` 12" Lat., W -75° 45` 33" Long.),

 20) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 86 lineal feet of Beaver Creek (HQ-CWF, MF) (Franklin Forks, PA Quadrangle; N 41° 53` 05" Lat., W -75° 45` 31" Long.),

 21) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 15 lineal feet of an unnamed tributary to Meylert Creek (HQ-CWF, MF) (Harford, PA Quadrangle; N 41° 52` 07" Lat., W -75° 44` 07" Long.),

 22) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 75 lineal feet of an unnamed tributary to Meylert Creek (HQ-CWF, MF) (Harford, PA Quadrangle; N 41° 51` 39" Lat., W -75° 43` 33" Long.),

 23) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 33 lineal feet of an unnamed tributary to Meylert Creek (HQ-CWF, MF) (Harford, PA Quadrangle; N 41° 51` 39" Lat., W -75° 43` 29" Long.),

 24) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 30 lineal feet of an unnamed tributary to Meylert Creek (HQ-CWF, MF) (Harford, PA Quadrangle; N 41° 51` 39" Lat., W -75° 43` 29" Long.),

 25) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 73 lineal feet of Meylert Creek (HQ-CWF, MF) (Harford, PA Quadrangle; N 41° 51` 41" Lat., W -75° 43` 21" Long.),

 26) a 12-inch and 16-inch diameter natural gas pipeline, a 16-inch diameter waterline, and timber mat crossing impacting 28 lineal feet of an unnamed tributary to Meylert Creek (HQ-CWF, MF) (Harford, PA Quadrangle; N 41° 51` 42" Lat., W -75° 43` 15" Long.),

 27) a timber mat crossing impacting 819 square feet (0.02 acre) of a PEM wetland (Harford, PA Quadrangle; N 41° 52` 37" Lat., W -75° 44` 38" Long.),

 28) a timber mat crossing impacting 8,368 square feet (0.19 acre) of a PEM wetland (Harford, PA Quadrangle; N 41° 51` 38" Lat., W -75° 42` 56" Long.).

 The project consists of constructing approximately 4.8 miles of 12" and 16" natural gas gathering line, and a 16" waterline from the Northwest 1 well site to the CDP-1 site; located in New Milford Township, Susquehanna County. The project will result in 500 lineal feet of stream channel impact, 1.34 acres of temporary wetland impact, and 0.51 acre of wetland conversion impacts, all for the purpose of conveying Marcellus Shale natural gas to market.

E4129-072: Anadarko E&P Onshore LLC, 33 West Third Street, Suite 200, Williamsport, PA 17701, Pine Township, Lycoming County, ACOE Baltimore District. To construct, operate, and maintain:

 1) one 64 x 43-inch elliptical culvert and associated fill for a permanent access road impacting 60 linear feet of an unnamed tributary to Frozen Run (HQ-CWF) (Liberty, PA Quadrangle 41°30`10"N 77°00`31"W);

 2) fill impacting 34,204 square feet within the floodway of an unnamed tributary to Frozen Run (HQ-CWF) for wearing surface improvements and widening of an existing access road (Liberty, PA Quadrangle 41°30`12"N 77°00`32"W);

 3) fill impacting 2,629 square feet within the floodway of an unnamed tributary to Frozen Run (HQ-CWF) for wearing surface improvements and widening of an existing access road (Liberty, PA Quadrangle 41°30`10"N 77°01`13"W).

 The project will result in a total of 60 linear feet of stream impacts and an additional 0.85 acre of floodway impacts for approximately 555 cubic yards of gravel all for the purpose of installing a permanent access roadway to multiple well sites for Marcellus well development.

ENVIRONMENTAL ASSESSMENTS

Southwest Region: Waterways and Wetlands Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

EA56-007. National Park Service. c/o Allegheny Portage Railroad NHS, 110 Federal Park Road, Gallitzin, PA 16641, Stonycreek Township, Somerset County, ACOE Pittsburgh District.

 On November 3, 2009, the Department approved an Environmental Assessment and granted 401 Water Quality Certification, under Section 401(a) of the Federal Clean Water Act, to the National Park Service (NPS), regarding the following activities:

 1. to place and maintain fill, to construct and maintain a road with multiple pipes (18" or 30" minimum diameter) and to construct and maintain a boardwalk in 1.79 acres of wetland (PEM/POW),

 2. to place and maintain fill in 0.2 acre of open water,

 3. to remove 0.09 acre of wetland through the modification of an existing pond, and

 4. to place and maintain fill in approximately 521 feet of an unnamed tributary within the Grove Run watershed (CWF),

 for the purpose of constructing Phase 1A of the Flight 93 National Memorial. In addition, 2.09 acres of wetland (PEM/POW) will be temporarily impacted from the construction of a cofferdam and causeway, and 2.36 acres of open water will be temporarily dewatered, during the construction of the memorial. The project is located off of Skyline Road, approximately 1.2 miles southeast of this roadway`s intersection with Lambertsville Road, in Stonycreek Township, Somerset County. To compensate for the permanent impacts, 2.55 acres of replacement wetland, 0.2 acre of open water and 1,314 feet of channel will be constructed. If successfully created, the additional wetland replacement acreage of approximately 0.67 acre will be utilized to compensate for potential impacts that may result from the construction of future phases of the memorial (Pittsburgh ACOE District, Stoystown, Pa Quadrangle, N 9.5", West 4.2"; Sub-basin 18E, Latitude 40° 3` 8", Longitude 78° 54` 16").

 The National Park Service is now requesting environmental assessment approval and 401 Water Quality Certification to temporarily impact approximately 1.65 acres of wetland (PEM/POW), to construct temporary access roads and crane pads, to facilitate the construction of the pedestrian bridge/boardwalk, which was granted 401 Water Quality Certification with the previous/aforementionedenvironmental assessment approval.

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