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PA Bulletin, Doc. No. 11-521d

[41 Pa.B. 1644]
[Saturday, March 26, 2011]

[Continued from previous Web Page]

FEDERAL WATER POLLUTION CONTROL ACT SECTION 401

 The Department has taken the following actions on previously received permit applications, requests for Environmental Assessment approval and requests for Water Quality Certification under section 401 of the Federal Water Pollution Control Act (FWPCA) (33 U.S.C.A. § 1341).

 Except as otherwise noted, the Department has granted 401 Water Quality Certification certifying that the construction and operation described will comply with sections 301—303, 306 and 307 of the FWPCA (33 U.S.C.A. §§ 1311—1313, 1316 and 1317) and that the construction will not violate applicable Federal and State water quality standards.

 Persons aggrieved by an action may appeal that action to the Environmental Hearing Board (Board) under section 4 of the Environmental Hearing Board Act and 2 Pa.C.S. §§ 501—508 and 701—704. The appeal should be sent to the Environmental Hearing Board, Second Floor, Rachel Carson State Office Building, 400 Market Street, PO Box 8457, Harrisburg, PA 17105-8457, (717) 787-3483. TDD users may contact the Board through the Pennsylvania Relay Service, (800) 654-5984. Appeals must be filed with the Board within 30 days of publication of this notice in the Pennsylvania Bulletin unless the appropriate statute provides a different time period. Copies of the appeal form and the Board's rules of practice and procedure may be obtained from the Board. The appeal form and the Board's rules of practice and procedure are also available in Braille or on audiotape from the Secretary to the Board at (717) 787-3483. This paragraph does not, in and of itself, create a right of appeal beyond that permitted by applicable statutes and decisional law.

 For individuals who wish to challenge an action, the appeal must reach the Board within 30 days. A lawyer is not needed to file an appeal with the Board.

 Important legal rights are at stake, however, so individuals should show this notice to a lawyer at once. Persons who cannot afford a lawyer may qualify for free pro bono representation. Call the Secretary to the Board at (717) 787-3483 for more information.


Actions on applications for the following activities filed under the Dam Safety and Encroachments Act (32 P. S. §§ 693.1—693.27), section 302 of the Flood Plain Management Act (32 P. S. § 679.302) and The Clean Streams Law and Notice of Final Action for Certification under section 401 of the FWPCA.

Permits, Environmental Assessments and 401 Water Quality Certifications Issued:

WATER OBSTRUCTIONS AND ENCROACHMENTS

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

E21-417: Pennsylvania Turnpike Commission, PO Box 67676, Harrisburg, PA 17106-7676, Cumberland County, ACOE Baltimore District

 To: 1) extend and maintain an existing 138.0-foot long, 6.0-inch uniformly depressed, 42.0-inch diameter RCP culvert with an endwall and depressed riprap apron in kind by 35.0 feet on the upstream side and by 25.0 feet on the downstream side, for a total length of 198.0 feet, in an unnamed tributary to Newburg Run (WWF, MF) (Latitude: 40°09`40", Longitude: -77°36`33"); 2) extend and maintain an existing 109.0-foot long, 18.0-inch diameter RCP culvert with endwalls and a depressed riprap apron by 20.0 feet on the upstream side and 30.0 feet on the downstream side, for a total length of 159.0 feet, in an unnamed tributary to Newberg Run (WWF, MF) (Latitude: 40°09`49", Longitude: -77°36`19"); 3) extend and maintain an existing 119.0-foot long, 10.0-foot wide by 6.75-foot high, reinforced concrete open bottom arch culvert by 43.5 feet on the upstream side and 31.5 feet on the downstream side, with a 1.0-foot uniformly depressed, 10.0-foot wide by 7.5-foot high reinforced concrete box culvert with fish baffles, for a total length of 194.0 feet, in an unnamed tributary to Newburg Run (WWF, MF) (Latitude: 40°09`49", Longitude: -77°36`14"); and 4) fill and maintain approximately 0.01 acre of PEM wetland in the Newburg Run watershed. The project is located between mileposts 200.4 and 202.3 on Interstate 76 (from Newburg, PA Quadrangle, N: 6.32 inches, W: 15.58 inches; Latitude: 40°09`35", Longitude: -77°36`42" to Newburg, PA Quadrangle, N: 7.03 inches, W: 14.54; Latitude: 40°09`35", Longitude -77°36`42") in Hopewell Township, Cumberland County. The purpose of the project is to improve existing interchange geometry, widen the roadway, improve safety conditions, and to upgrade culverts and stormwater management facilities. Wetland impacts will be accounted for in the Pennsylvania Turnpike advanced compensation wetland created in North Middlesex Township, Cumberland County under Permit No. E21-389. Stream mitigation for this project and for the Franklin County portion of the project will include 1,190.0 feet of stream restoration in Middle Spring Creek (CWF, MF).

E28-362: Pennsylvania Turnpike Commission, PO Box 67676, Harrisburg, PA 17106-7676, Franklin County, ACOE Baltimore District

 To: 1) temporarily relocate 135.0 feet and to place approximately 10.0 cubic yards of fill in the floodway of an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`05", Longitude: -77°37`45"); 2) repair and maintain an existing 206.0-foot long, 60.0-inch diameter CMP culvert by slip-lining it with 54.0-inch diameter HDPE pipe and to construct and maintain a 20.0-foot long, 6.0-inch depressed, 54.0-inch diameter HDPE culvert extension, endwalls, and a depressed riprap discharge apron on the downstream side in an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`05", Longitude: -77°37`45"); 3) extend and maintain an existing 172.0-foot long, 30.0-inch diameter RCP culvert in kind by 17.0 feet upstream and 30.0 feet downstream, including endwalls and a depressed riprap discharge apron in an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`08", Longitude: -77°37`35"); 4) extend and maintain an existing 143.0-foot long, 8.0-foot wide by 4.8-foot high, reinforced concrete open-bottom arch culvert by 24.5 feet upstream and 51.2 feet downstream, with a 1.0 foot uniformly depressed, 8.0-foot wide by 4.8-foot high reinforced concrete box culvert with fish baffles, for a total structure length of 218.7 feet, in an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`14", Longitude: -77°37`22"); 5) remove a 110.0-foot long, 24.0-inch diameter RCP culvert and to construct and maintain a 180.0-foot long, 6.0-inch depressed, 30.0-inch diameter RCP culvert with endwalls and a depressed riprap discharge apron in an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`17", Longitude: -77°37`15"); 6) extend and maintain an existing 153.0-foot long, 12.0-foot wide by 11.0-foot high, open bottom reinforced concrete arch culvert in kind by 7.6 feet upstream and 17.0 feet downstream for a total structure length of 177.6 feet and to relocate and maintain the existing riprap discharge apron to the extended downstream discharge location in an unnamed tributary to Laughlin Run (WWF, MF) and to construct and maintain an 18.0-inch diameter stormwater outfall, endwall, and depressed riprap apron discharging to an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`23", Longitude: -77°37`4"); 7) extend and maintain an existing 88.0-foot wide single span, concrete slab bridge with a normal span of 12.0 feet and a minimum underclearance of 4.5 feet in kind by 37.2 feet downstream for a total structure width of 125.2 feet in an unnamed tributary to Laughlin Run (WWF, MF), and to construct and maintain an 18-inch diameter stormwater outfall, endwall, and depressed riprap apron discharging to an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`14", Longitude: -77°36`47"); 8) relocate 127.0 feet of stream and to construct and maintain a 250.0-foot long 30.0-inch diameter RCP culvert in an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`25", Longitude: -77°36`51"); 9) construct and maintain a temporary crossing using a 34.0-foot long, 30.0-inch diameter RCP culvert in an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`24", Longitude: -77°36`49"); 10) to remove the existing 105.0-foot wide, single span, concrete slab bridge, having an underclearance of 3.7-5.7 feet and a normal span of 6.0 feet, to relocate 441.0 feet of stream, and to construct and maintain a 144.0-foot long, 6.0-inch uniformly depressed, 24.0-inch diameter RCP culvert with endwall and a depressed riprap discharge apron and to construct and maintain a 203.0-foot long, 6.0-inch uniformly depressed, 24.0-inch high by 38.0-inch wide RCP culvert with endwall and depressed riprap apron in an unnamed tributary to Laughlin Run (WWF, MF) (Latitude: 40°09`33", Longitude: -77°36`47"); 11) relocate 45.0 feet of stream and to extend and maintain an existing 132.0-foot long, 8.0-foot wide by 5.6-5.9-foot high, open-bottom, reinforced concrete arch culvert with a 1.0-foot uniformly depressed, 8.0-foot wide by 6.5-foot high reinforced concrete box culvert with fish baffles by 39.3 feet upstream and 23.5 feet downstream for a total structure length of 194.8 feet in an unnamed tributary to Laughlin Run (WWF, MF), and to construct and maintain an 18.0-inch diameter stormwater outfall, endwall, and depressed riprap apron discharging to Laughlin Run (WWF, MF) (Latitude: 40°09`35", Longitude: -77°36`42"); and 12) fill and maintain 0.11 acre of wetland (0.015 acre PEM and 0.099 acre PEM/PSS) and a 0.588 acre pond in the Laughlin Run (WWF, MF) watershed. The project is located between mileposts 200.4 and 202.3 on Interstate 76 (from Doylesburg, PA Quadrangle; N: 4.78 inches, W: 0.61 inch; Latitude: 40°09`05", Longitude: -77°37`45" to Newburg, PA Quadrangle; N: 6.35 inches, W: 15.63 inches; Latitude: 40°09`35", Longitude: -77°36`42") in Lurgan Township, Franklin County. The purpose of the project is to improve existing interchange geometry, widen the roadway, improve safety conditions, and to upgrade culverts and stormwater management facilities. Wetland impacts will be accounted for in the Pa. Turnpike advanced compensation wetland created in North Middlesex Township, Cumberland County under Permit No. E21-389. Stream mitigation for this project and for the Cumberland County portion of the project will include 1,190.0 feet of stream restoration in Middle Spring Creek (CWF, MF).

E36-830: John G. Smith, 555 Mountain Home Road, Sinking Springs, PA 19608, Lancaster County, ACOE Baltimore District

 To construct and maintain: 1) a 21.0-foot single span concrete arch bridge having a normal span of 42.0 feet and an underclearance of 10.0 feet, and a 2.0-inch diameter gas line, a 4.0-inch diameter PVC electric line, and a 24.0-inch diameter RCP storm sewer utility line crossings in and across an unnamed tributary to Donegal Creek (CWF), temporarily impacting 631.0 square feet of PFO Exceptional Value wetlands, (Elizabethtown, PA Quadrangle; N: 3.63 inches, W: 9.28 inches; Latitude: 40°08`42"N, Longitude: -76°33`59"W), 2) an 8.0-inch diameter PVC sanitary sewer line across an unnamed tributary to Donegal Creek (CWF) (Elizabethtown, PA Quadrangle; N: 3.63 inches, W: 9.28 inches; Latitude: 40°08`42"N, Longitude: -76°33`59"W), 3) a 50.0-foot long stormwater outfall swale in the floodway of an unnamed tributary to Donegal Creek (CWF) (Elizabethtown, PA Quadrangle; N: 3.68 inches, W: 9.20 inches; Latitude: 40°08`43"N, Longitude: -76°33`57"W), 4) an 8.0-inch diameter PVC sewer line and a 6.0-inch diameter DIPCL waterline utility lines associated with an unnamed tributary to Donegal Creek (CWF) (Elizabethtown, PA Quadrangle; N: 3.73 inches, W: 9.47 inches; Latitude: 40°08`44"N, Longitude: -76°34`04"W), 5) a 12.0-foot wide, single span pedestrian bridge having a normal span of 20.0 feet and an underclearance of 3.0 feet across an unnamed tributary to Donegal creek (CWF) (Elizabeth-town, PA Quadrangle; N: 3.43 inches, W: 8.85 inches; Latitude: 40°08`38"N, Longitude: -76°33`48"W), 6) a 36.0-inch diameter SLCPP outfall structure along an unnamed tributary to Donegal Creek (CWF) (Elizabethtown, PA Quadrangle; N: 3.48 inches, W: 8.85 inches; Latitude: 40°08`39"N, Longitude: -76°33`48"W), 7) a 36.0-inch diameter SLCPP outfall structure along an unnamed tributary to Donegal Creek (CWF) (Elizabethtown, PA Quadrangle; N: 3.53 inches, W: 8.85 inches; Latitude: 40°08`40"N, Longitude: -76°33`48"W), 8) an 8.0-inch diameter PVC sewer line across an unnamed tributary to Donegal Creek (CWF) (Elizabethtown, PA Quadrangle; N: 3.58 inches, W: 8.73 inches; Latitude: 40°08`41"N, Longitude: -76°33`45"W), and 9) a 24.0-inch SLCPP outfall pipe along an unnamed tributary to Donegal Creek (CWF) (Elizabethtown, PA Quadrangle; N: 3.58 inches, W: 8.73 inches; Latitude: 40°08`41"N, Longitude: -76°33`45"W), all for the purpose of developing a 243-lot residential subdivision located off of Schwanger and Campus Roads in Mount Joy Township, Lancaster County. Wetland impacts are considered temporary and de minimus and mitigation is not required.

E38-171: Pennsylvania Department of Transportation Engineering District 8-0, 2140 Herr Street, Harrisburg, PA 17103, Lebanon County, ACOE Baltimore District

 To remove the existing structure and to construct and maintain a 31.38-foot wide, single span bridge having a normal span of 57.10 feet, a skew of 80°00`00", and a minimum underclearance of 9.99 feet over Raccoon Creek (WWF, MF) for the purpose of improving transportation safety and roadway standards. The project is located on SR 4013, Section 005 (Lindley Murray Road), approximately 500.0 feet east of its intersection with Woods Lane (Palmyra, PA Quadrangle; N: 21.5 inches, W: 16.1 inches; Latitude: 40° 22`07", Longitude: -76° 36`56") in East Hanover Township, Lebanon County. The project will involve the use of temporary cofferdams in Raccoon Creek and a temporary access road in the floodplain of Raccoon Creek.

Northcentral Region: Watershed Management Program Manager, 208 West Third Street, Williamsport, PA 17701, 570-327-3636

E17-466. DuBois Area School District, 500 Liberty Boulevard, Dubois, PA 15801-2437. Juniata Elementary School Expansion Project in the City of DuBois, Clearfield County, ACOE Pittsburgh District (Falls Creek, PA Quadrangle Latitude: 41° 07` 51.3"; Longitude: 78° 45` 30.72").

 DuBois Area School District proposes to expand the Juniata Elementary School requiring construction, replacement, modification, operation and maintenance of the following encroachments of Juniata Run and its 100-year floodplain:

Permit ID Activity Resource Water Quality Latitude Longitude
School Addition Excavation, Fill and Building Juniata Run 100-year Floodplain CWF 41° 07` 50.62" 78° 45` 32.35"
Parking Area Excavation, Fill and Impervious Juniata Run 100-year Floodplain CWF 41° 07` 51.12" 78° 45` 30.72"
Play Area Excavation and Grading Juniata Run 100-year Floodplain CWF 41° 07` 52.26" 78° 45` 29.13"
Pavilion Excavation and Building Juniata Run 100-year Floodplain CWF 41° 07` 52.97" 78° 45` 28.49"
Juniata Street Footbridge Existing Footbridge Replacement Juniata Run CWF 41° 07` 50.04" 78° 45` 31.75"
First Street Footbridge Existing Footbridge Replacement Juniata Run CWF 41° 07` 50.04" 78° 45` 31.75"
First Street Parking Area Excavation, Fill and Impervious Juniata Run 100-year Floodplain CWF 41° 07` 51.36" 78° 45` 27.97"
Stormwater Facility Outfall Structure Juniata Run CWF 41° 07` 52.65" 78° 45` 28.29"

 As proposed, the activities in and along Juniata Run shall not increase the water 100-year frequency flood water surface elevations that are defined in the National Flood Insurance Program mapping for the City of DuBois. The project is located along the western right-of-way of First Street, immediately south of West Sherman Avenue and First Street intersection.

Northwest Region: Watershed Management Program Manager, 230 Chestnut Street, Meadville, PA 16335.

E25-736, Amity Township Supervisors, 15030 Casler Road, Union City, PA 16438. Tarbell Road Culvert, in Amity Township, Erie County, ACOE Pittsburgh District (Union City, PA Quadrangle N: 41°, 56`, 50.5"; W: 79°, 46`, 31").

 To remove the existing bridge and to install and maintain a 40 foot long, 7.9-foot wide by 5.6-foot high corrugated metal pipe arch culvert in Beaver Run on T-770 Tarbell Road approximately 0.1 mile south of Fenno Road in Amity Township, Erie County.

E62-423, Municipal Authority of the Township of Sheffield, P. O. Box 821, Sheffield, PA 16347. Sheffield Twp Sewer Lines and Treatment Plant Upgrade, in Sheffield Township, Warren County, ACOE Pittsburgh District (Sheffield, PA Quadrangle N: 41°, 41`, 40"; W: 79°, 1`, 48").

 to extend sewer lines in Sheffield Township and upgrade the existing sewage treatment plant involving:

 constructing and maintaining 23 sanitary sewer line watercourse crossings (21 by boring/2 by open cut) including the following crossings of special protection watersby boring (unless noted):

 a. Four Mile Run (HQ-CWF) N: 41°, 43`, 29"; W: 79°, 3`, 17"

 b. UNT Two Mile Run (HQ-CWF) N: 41°, 42`, 18"; W: 79°, 00`, 51"

 c. UNT South Branch Tionesta Creek by open cut (HQ-CWF) N: 41°, 40`, 39"; W: 79°, 1`, 39"

 d. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 40`, 21"; W: 79°, 1`, 28"

 e. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 40`, 20"; W: 79°, 1`, 27"

 f. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 40`, 11"; W: 79°, 1`, 26"

 g. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 39`, 43"; W: 79°, 1`, 1"

 h. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 39`, 41"; W: 79°, 0`, 59"

 i. South Branch Tionesta Creek (HQ-CWF) N: 41°, 40`, 20"; W: 79°, 1`, 43"

 j. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 40`, 20"; W: 79°, 1`, 45"

 k. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 40`, 20"; W: 79°, 1`, 45"

 l. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 39`, 40"; W: 79°, 1`, 35"

 m. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 39`, 38"; W: 79°, 1`, 36"

 n. UNT South Branch Tionesta Creek (HQ-CWF) N: 41°, 40`, 18"; W: 79°, 1`, 27"

 2. To construct and maintain 20 sanitary sewer line exceptional value wetland crossings via boring including the following:

 Wetland N1; (EV); N: 41°, 43`, 15"; W: 79°, 3`, 0"

 Wetland N6; (EV); N: 41°, 43`, 54"; W: 79°, 3`, 35"

 Wetland N7; (EV); N: 41°, 44`, 0"; W: 79°, 3`, 39"

 Wetland E1; (EV); N: 41°, 42`, 18"; W: 79°, 0`, 51"

 Wetland E2; (EV); N: 41°, 42`, 18"; W: 79°, 0`, 48"

 Wetland E3; (EV); N: 41°, 42`, 18"; W: 79°, 0`, 47"

 Wetland E4; (EV); N: 41°, 42`, 16"; W: 79°, 0`, 42"

 Wetland E5; (EV); N: 41°, 42`, 12"; W: 79°, 0`, 16"

 Wetland E6; (EV); N: 41°, 42`, 12"; W: 79°, 0`, 12"

 Wetland BH 1 (W); (EV); N: 41°, 41`, 49"; W: 79°, 2`, 43"

 Wetland BH 2 (W); (EV); N: 41°, 41`, 46"; W: 79°, 2`, 31"

 Wetland BA 21 (S); (EV); N: 41°, 41`, 6"; W: 79°, 1`, 48"

 Wetland BA 17 (S); (EV); N: 41°, 40`, 35"; W: 79°, 1`, 35"

 Wetland BA 8 (S); (EV); N: 41°, 40`, 20"; W: 79°, 1`, 27"

 Wetland BA 20 (S); (EV); N: 41°, 40`, 50"; W: 79°, 1`, 44"

 Wetland BA 4 (S); (EV); N: 41°, 39`, 47"; W: 79°, 1`, 9"

 Wetland BA 3 (S); (EV); N: 41°, 39`, 46"; W: 79°, 1`, 7"

 Wetland BA 10 (S); (EV); N: 41°, 39`, 57"; W: 79°, 1`, 42"

 Wetland BA 11 (S); (EV); N: 41°, 39`, 53"; W: 79°, 1`, 41"

 Wetland BA 12 (S); (EV); N: 41°, 39`, 49"; W: 79°, 1`, 39"

 3. To conduct approximately 1 acre of disturbance within the FEMA 100-year floodplain of the West Branch of Tionesta Creek involving the following:

 a. to remove existing structures (having an approximate footprint of 4300 square feet) and to construct and maintain two SBR tanks, a SBR control building, a sludge holding tank and sludge reed bed units (having an approximate footprint of 17,365 square feet)

 b. to mitigate the floodplain fill/new structures by excavating approximately 5261 square feet of ground to a depth of one foot below existing grade and 5250 square feet of ground to a depth of one and a half feet below existing grade

EROSION AND SEDIMENT CONTROL

 The following Erosion and Sediment Control permits have been issued.

 Persons aggrieved by an action may appeal that action to the Environmental Hearing Board (Board) under section 4 of the Environmental Hearing Board Act and 2 Pa.C.S. §§ 501—508 and 701—704. The appeal should be sent to the Environmental Hearing Board, Second Floor, Rachel Carson State Office Building, 400 Market Street, PO Box 8457, Harrisburg, PA 17105-8457, (717) 787-3483. TDD users may contact the Board through the Pennsylvania Relay Service, (800) 654-5984. Appeals must be filed with the Board within 30 days of publication of this notice in the Pennsylvania Bulletin unless the appropriate statute provides a different time period. Copies of the appeal form and the Board's rules of practice and procedure may be obtained from the Board. The appeal form and the Board's rules of practice and procedure are also available in Braille or on audiotape from the Secretary to the Board at (717) 787-3483. This paragraph does not, in and of itself, create a right of appeal beyond that permitted by applicable statutes and decisional law.

 For individuals who wish to challenge an action, the appeal must reach the Board within 30 days. A lawyer is not needed to file an appeal with the Board.

 Important legal rights are at stake, however, so individuals should show this notice to a lawyer at once. Persons who cannot afford a lawyer may qualify for free pro bono representation. Call the Secretary to the Board at (717) 787-3483 for more information.

Southwest Region: Oil & Gas Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745

11/12/2010
ESCGP-1 No.: ESX10-059-0007 Major Revision
Applicant Name: Tangelwood Exploration LLC
CONTACT: Tom Scott
Address: 226 Elm Drive Suite 102
City: Waynesburg State: PA Zip Code: 15370
County: Greene Township(s): Franklin
Receiving Stream(s) And Classifications: UNTs to South  Fork Tenmile Creek/Coal Lick Run, Other
 Secondary Water: South Fork Tenmile Creek

02/07/2011
ESCGP-1 No.: ESX10-051-0013 Major Revision
Applicant Name: Atlas Resources LLC
Contact Person: Jeremy Hirtz
Address: 800 Mountain View Drive
City: Smithfield State: Pa Zip Code: 15478
County: Fayette Township(s): Bullskin
Receiving Stream(s) and Classifications: UNT To
 Youghiogheny River, CWF, Other
 Secondary Water: Youghiogheny River CWF

12/23/2010
ESCGP-1 No.: ESX10-125-0065 Major Revision
Applicant Name: Range Reources—Appalachia LLC
Contact Person: Carla Suszkowski
Address: 380 Southpointe Boulevard Suite 300
City: Canonsburg State: PA Zip Code: 15317
County: Washington Township(s): Morris
Receiving Stream(s) and Classifications: UNT to Shosrt  Creek and Tenmile Creek, Other
 Secondary Water: Tenmile Creek

2/3/2011
ESCGP-1 No.: ESX11-059-0014
Applicant Name: Coal Gas Recovery LLC
Contact Person: Joanne Reilly
Address: 158 Portal Road, P O Box 1020
City: Waynesburg State: PA Zip Code: 15370
County: Greene Township(s): Franklin
Receiving Stream(s) and Classifications: Purman Run  flows to South Fork Tenmile Creek/Monongahela River
 Secondary Water: WWF

1/24/2011
ESCGP-1 No.: ESX11-059-0009
Applicant Name: Chesapeake Appalachia LLC
Contact Person: Tal Oden
Address: P O Box 18496
City: Oklahoma City State: OK Zip Code: 73154
COUNTY Greene Township(s): Washington
Receiving Stream(s) and Classifications: UNT WWF Ruff  Creek WWF South Fork Tenmile Creek, Other
 Secondary Water: South Fork Tenmile Creek WWF  Monongahela River WWF

1/24/2011
ESCGP-1 No.: ESX11-125-0003
Applicant Name: Chesapeake Appalachia LLC
Contact Person: Tal Oden
Address: P O Box 18496
City: Oklahoma City State: OK Zip Code: 73154
County: Washington Township(s): Carroll
Receiving Stream(s) and Classifications: Taylors Run— WWF Maple Creek, Other
 Secondary Water: Pigeon Creek WWF Monongahela  River

1/24/2011
ESCGP-1 No.: ESX11-125-0004
Applicant Name: Chesapeake Appalachia LLC
Contact Person: Tal Oden
Address: P O Box 18496
City: Oklahoma City State: OK Zip Code: 73154
County: Washington Township(s): Union
Receiving Stream(s) and Classifications: UNT TSF—
 Peters Creek—TSF/Peters Creek Other
 Secondary Water: Peters Creek TSF Monongahela
 River WWF

2/8/2011
ESCGP-1 No.: ESX11-125-0011
Applicant Name: Range Resources Appalachia LLC
Contact Person: Carla Suszkowski
Address: 380 Southpointe Blvd.
City: Canonsburg State: PA Zip Code: 15317
County: Washington Township(s): Donegal
Receiving Stream(s) and Classifications: UNT to Bonar  Creek, HQ
 Secondary Water: Bonar Creek

2/16/2011
ESCGP-1 No.: ESX10-129-0041 Major Revision
Applicant Name: RW Gathering LLC
Contact Person: David R Freudenrich
Address: 1000 Town Center Suite 130
City: Canonsburg State: PA Zip Code: 15317
County: Westmoreland Township(s): Derry
Receiving Stream(s) and Classifications: Stony Run,  Other CWF (Cold Water Fishes)
 Secondary Water: Conemaugh River

02/17/2011
ESCGP-1 NO.: ESX10-129-0024 Major Revision
Applicant Name: Burnett Oil Co Inc
CONTACT PERSON: Robert Hilliard
ADDRESS: 601 Technology Drive Pointe Plaza Bldg.
 Suite 120
City: Canonsburg State: PA Zip Code: 15317
County: Westmoreland Township(s): Fairafield
Receiving Stream(s) and Classifications: UNT to Tubmill  Creek TSF, Other
 Secondary water: Tubmill Creek

01/27/2011
ESCGP-1 NO.: ESX11-125-0007
Applicant Name: Rice Drilling B LLC
CONTACT: Toby Rice
ADDRESS: 171 Hillpointe Drive Suite 301
City: Canonsburg State: PA Zip Code: 15317
County: Washington Township(s): North Bethlehem
Receiving Stream(s) and Classifications: Pine Run
 Monogahela River Basin, Other
 Secondary Water: Little Tenmile Creek

01/28/2011
ESCGP-1 NO.: ESX09-125-0048
Applicant Name: Range Resources—Appalachia LLC
CONTACT: Carla Suszkowski
ADDRESS: 380 Southpointe Boulevard
City: Canonsburg State: PA Zip Code: 15317
County: Washington Township(s): Mt Pleasant
Receiving Stream(s) and Classifications: UNT to Robinson  Run, Other
 Secondary Water: Robinson Run

01/27/2011
ESCGP-1 NO.: ESX11-129-0002
Applicant Name: Laurel Mountain Midstream LLC
CONTACT: Lisa Reaves
ADDRESS: 1550 Coraopolis Heights Road
City: Moon Township State: PA Zip Code: 15108
County: Westmoreland Township(s): Sewickely & South  Huntingdon
Receiving Stream(s) and Classifications: UNT to
 Sewickley Creek WWF & Secickley Creek WWF
 Youghiogheny Watershed
 Secondary Water: Youghiogheny River WWF

01/14/2011
ESCGP-1 NO.: ESX11-005-0002
Applicant Name: EQT Production Company
CONTACT: Todd Klaner
ADDRESS: 455 Racetrack Road
City: Washington State: PA Zip Code: 15301
County: Armstrong Township(s): Plumcreek
Receiving Stream(s) and Classifications: UNT to Fagley
 Run WWF UNT to Cherry Run CWF, Other
 Secondary Water: Fagley Run—WWF Cherry Run—
 CWF

01/21/2011
ESCGP-1 NO.: ESX11-059-0005
Applicant Name: EQT Production Company
CONTACT: Todd Klaner
ADDRESS: 455 Racetrack Road
City: Washington State: PA Zip Code: 15301
County: Greene Township(s): Center
Receiving Stream(s) and Classifications: UNT to Grays
 Fork HQ-WWF, UNT To Patterson Creek HQ-WWE,  HQ

02/08/2011
ESCGP-1 NO.: ESX11-125-0012
Applicant Name: CNX Gas Company LLC
CONTACT: Daniel Bitz
ADDRESS: 200 Evergreene Drive
City: Waynesburg State: PA Zip Code: 15370
County: Washington Township(s): Morris
Receiving Stream(s) and Classifications: UNT to Tenmile  Creek Tenmile Creek, Other

Northcentral Region: Oil & Gas Management Program Manager, 208 West Third Street, Williamsport, PA 17701

ESCGP-1 # ESX11-117-0011
Applicant Name SWEPI LP
Contact Person Richard Lewis
Address 190 Thorn Hill Road
City, State, Zip Warrendale, PA 15086 County Tioga
Township(s) Chatham Twp.
Receiving Stream(s) and Classification(s) UNT to Crooked  Cr/Susquehanna River, Crooked Cr

ESCGP-1 # ESX11-117-0022
Applicant Name SWEPI LP
Contact Person Richard Lewis
Address 190 Thorn Hill Road
City, State, Zip Warrendale, PA 15086
County Tioga
Township(s) Farmington Twp.
Receiving Stream(s) and Classification(s) UNT Thornbot tom Cr/Susquehanna River Basin in PA—Tioga River,  Thornbottom Cr to Cowanesque River

ESCGP-1 # ESX09-117-0075(01)
Applicant Name SWEPI LP
Contact Person Richard Lewis
Address 190 Thorn Hill Road
City, State, Zip Warrendale, PA 15086
County Tioga
Township(s) Nelson Twp.
Receiving Stream(s) and Classification(s) UNT to
 Cowanesque River/Susquehanna R Basin in PA—
 Tioga River, Cowanesque River

ESCGP-1 # ESX11-081-0010
Applicant Name Anadarko E&P Company LP
Contact Person Rane Wilson
Address 33 West 3rd Street, Ste 200
City, State, Zip Williamsport, PA 17701
County Lycoming
Township(s) Watson & Cummings Twps.
Receiving Stream(s) and Classification(s) Gamble Run  and UNT to Gamble Run

ESCGP-1 # ESX11-115-0006
Applicant Name Chief Oil & Gas LLC
Contact Person Michael Hritz
Address 6051 Wallace Road Ext, Ste 210
City, State, Zip Wexford, PA 15090
County Susquehanna
Township(s) Springville Twp.
Receiving Stream(s) and Classification(s) Pond Brook,  Meshoppen Cr

ESCGP-1 # ESX11-015-0044
Applicant Name Chief Oil & Gas LLC
Contact Person Michael Hritz
Address 6051 Wallace Road Ext, Ste 210
City, State, Zip Wexford, PA 15090
County Bradford
Township(s) Asylum and Monroe Twp.
Receiving Stream(s) and Classification(s) UNT to Ellis Cr,  Ellis Cr

ESCGP-1 # ESX11-115-0015
Applicant Name Cabot Oil & Gas Corp
Contact Person Phil Stalnaker
Address 5 Penn Center West, Ste 401
City, State, Zip Pittsburgh, PA 15276
County Susquehanna
Township(s) Dimock Twp.
Receiving Stream(s) and Classification(s) UNTs to White  Cr and Meshoppen Cr

ESCGP-1 # ESX11-015-0047
Applicant Name Talisman Energy USA, Inc
Contact Person Tracy Gregory
Address 337 Daniel Zenker Drive
City, State, Zip Horseheads, NY 14845
County Bradford and Susquehanna
Township(s) Pike Twp. (Bradford); Rush Twp
 (Susquehanna)
Receiving Stream(s) and Classifica tion(s) Ross Cr

ESCGP-1 # ESX11-015-0002(01)
Applicant Name Talisman Energy USA, Inc
Contact Person Tracy Gregory
Address 337 Daniel Zenker Drive
City, State, Zip Horseheads, NY 14845
County Bradford
Township(s) Stevens and Pike Twps.
Receiving Stream(s) and Classification(s) Wyalusing Cr,  Mill Cr, Ross Cr, Rockwell Cr, Ford Street Cr

ESCGP-1 # ESX11-117-0023
Applicant Name Seneca Resources Corp
Contact Person Michael Clinger
Address 51 Zents Blvd
City, State, Zip Brookville, PA 15825
County Tioga
Township(s) Covington Twp.
Receiving Stream(s) and Classification(s) UNT to Marvin  Cr, UNT to Elk Run

ESCGP-1 # ESX11-081-0011
Applicant Name Anadarko E&P Company, LP
Contact Person Bertha Nefe
Address P. O. Box 1330
City, State, Zip Houston, TX 77251-1330
County Lycoming
Township(s) Cummings Twp.
Receiving Stream(s) and Classification(s) First Fork
 Larry's Creek, Larry's Creek

ESCGP-1 # ESX11-081-0016
Applicant Name Anadarko E&P Company, LP
Contact Person Bertha Nefe
Address P. O. Box 1330
City, State, Zip Houston, TX 77251-1330
County Lycoming
Township(s) Cummings Twp.
Receiving Stream(s) and Classification(s) Bull Run, Pine  Creek

Northwest Region: Oil and Gas Program Manager 230 Chestnut St Meadville PA 16335

ESCGP-1 # ESX10-123-0009—KCS ENERGY CORP., SGL  29—LOTS 574, 573, 574, 575
Applicant KCS Energy Corp
Contact Mr. Darryl McTavish
Address P. O. Box 187
Warren, PA 16365
County Warren Township(s) Watson
Receiving Stream(s) and Classification(s) Wildcat Run
 (Exceptional Value)

ESCGP-1 # ESX10-019-0047A—MARK C RUTLEDGE  1H, 2H, 3H, 4H, 5H, 6H
Applicant Phillips Exploration, Inc
Contact Mr. Gary Clark
Address 502 Keystone Drive
Warrendale, PA 15086
County Butler Township(s) Forward, Connoquenessing
 Receiving Stream(s) and Classification(s) UNT of Con noquenessing Creek—WWF, Connoquenessing Creek— WWF

ESCGP-1 #ESX11-123-0011—RENSMA WT 474 WELL  DRILLING PROJECT
Applicant D&S Energy Corporation
Contact Mr. Gary Neely
Address 111Brenckle Lane
City Evans City State PA Zip Code 16033
County Warren Township(s) Pleasant(s)
Receiving Stream(s) Morrison Run (EV) and Sill Run  (CWF) and Classification(s) (Exceptional Value)
 Secondary Water Allegheny River & Browns Run

ESCGP-1 #ESX10-083-0023
Applicant East Resources, Inc.
Contact Jefferson Long
Address 190 Thorn Hill Rd
City Warrendale State PA Zip Code 15086
County McKean Township(s) Hamlin(s)
Receiving Stream(s) and Classification(s) South Branch  Kinzua Creek & Windfall Run/Ohio River Basin in
 PA-Allegheny R. (List Q)—HQ/CWF, Kinzua Creek

ESCGP-1 #ESG10-083-0006—Warrant 4339 Phase 1
Applicant US Energy Development Corp
Contact Todd Witmer
Address 2350 North Forest Road
Getzville NY 14068
County McKean Township(s) Foster
Receiving Stream(s) and Classification(s) Willow Creek  (HQ); North Branch Willow Creek (HQ)

ESCGP-1 #ESX10-047-0003—Owl's Nest
Applicant Seneca Resources
Contact Douglas A. Kepler
Address 51 Zents Boulevard
City Brookville State PA Zip Code 15825
County Elk Township(s) Highland(s)
Receiving Stream(s) and Classification(s) Hill Run, Pigeon  Run, and Big Run-HQ-CWF

ESCGP-1 #ESX09-031-0002B—Wedekind Project—
 Phase 2
Applicant EQT Production Company
Contact Shari Hodges
Address 455 Racetrack Road, Suite 101
City Washington State PA Zip Code 15301
County Clarion Township(s) Elk
Receiving Stream(s) Judith Run & Deer Creek—CWF

ESCGP-1 #ESX10-065-0008—Morris Pad
Applicant Exco Resources (PA) Inc.
Contact Joel Heiser
Address 3000 Ericsson Drive, Suite 200
City Warrendale State PA Zip Code 15086
County Jefferson Township(s) Henderson
Receiving Stream(s) UNT of East Branch Mahoning  Creek (HQ CWF) & UNT Stump Creek (CWF)


STORAGE TANKS

SITE-SPECTIFIC INSTALLATION PERMITS


The following Storage Tank Site-Specific Installation Permits, under the authority of the Storage Tank Spill Prevention Act (35 P. S. §§ 6021.304, 504, 1101—1102) and under 25 Pa Code Chapter 245, Subchapter C, have been issued by the Bureau of Waste Management, Director, PO Box 8763, Harrisburg, PA 17105-8763.

SSIP
Permit No.
Applicant Name &
Address
County Municipality Tank
Type
Tank
Capacity
11-41-001 M-I LLC
1110 Matthew Street Watsontown, PA 17777
Attn: Dennis LaHood
Lycoming City of Williamsport 28 ASTs storing drilling fluids 588,000
gallons total

SPECIAL NOTICES

Mining Activity NPDES Draft Permits

California District Office: 25 Technology Drive, Coal Center, PA 15423, 724.769.1100

NPDES No. PA0215228 (Mining Permit No. 32991301), AMFIRE Mining Company, LLC, (One Energy Place, Latrobe, PA 15650). A renewal to the NPDES and mining activity permit for the Nolo Deep Mine in Buffington Township, Indiana County. Surface Acres Affected 42.8, Underground Acres Affected 3,592. Receiving streams: Unnamed Tributary to Little Yellow Creek, classified for the following use: HQ-CWF; Little Yellow Creek, classified for the following use: HQ-CWF; and Unnamed Tributary to Laurel Run, classified for the following use: CWF. All streams Kiskiminetas-Conemaugh River Watershed TMDL . Application received December 1, 2009.

The proposed effluent limits for Outfall 001 Lat: 40° 33' 24" Long: 78° 58' 43"

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
pH1 (S.U.) 6.0 9.0
Iron (mg/l) 3 6 7
Manganese (mg/l) 1 2 2.5
Aluminum (mg/l) 2 4 5
Alkalinity greater than acidity1
Total Suspended Solids (mg/l) 35 70 90
Total Dissolved Solids (mg/l) 2000 3500 5000
Specific Conductance (umho) Monitor and Report
1The parameter is applicable at all times.

The proposed effluent limits for Outfall 002 Lat: 40° 33' 15" Long: 78° 58' 30"

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
pH1 (S.U.) 6.0 9.0
Iron (mg/l) 1.5 3 3.8
Manganese (mg/l) 1 2 2.5
Aluminum (mg/l) 0.5 1 1.3
Alkalinity greater than acidity1
Total Suspended Solids (mg/l) 35 70 90
Osmotic Pressure (mOs/kg) 50 100 125
Total Dissolved Solids (mg/l) 500 750 1250
Specific Conductance (umho) Monitor and Report
1The parameter is applicable at all times.

The proposed effluent limits for Outfall 003 Lat: 40° 33' 13" Long: 78° 58' 39"

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
pH1 (S.U.) 6.0 9.0
Iron (mg/l) 3 6 7
Manganese (mg/l) 2 4 5
Aluminum (mg/l) 2 4 5
Alkalinity greater than acidity1
Total Suspended Solids (mg/l) 35 70 90
Total Dissolved Solids (mg/l) 2000 3500 5000
Specific Conductance (umho) Monitor and Report
1The parameter is applicable at all times.

The proposed effluent limits for Outfall 004 Lat: 40° 33' 15" Long: 78° 58' 30"

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
pH1 (S.U.) 6.0 9.0
Iron (mg/l) 3 6 7
Manganese (mg/l) 2 4 5
Aluminum (mg/l) 2 4 5
Alkalinity greater than acidity1
Total Suspended Solids (mg/l) 35 70 90
Total Dissolved Solids (mg/l) 2000 3500 5000
Specific Conductance (umho) Monitor and Report
1The parameter is applicable at all times.

The proposed effluent limits for Outfall 007 Lat: 40° 38' 48" Long: 78° 58' 34"

30-DayDailyInstant.
Parameter Minimum Average Maximum Maximum
pH1 (S.U.) 6.0 9.0
Iron (mg/l) 1.5 2.34
Manganese (mg/l) 0.642 1.0
Aluminum (mg/l) 0.481 0.75
Alkalinity greater than acidity1
Total Suspended Solids (mg/l) 35 70 90
Flow 2.88 mgd 2000 gpm
Osmotic Pressure (mOs/kg) 50 78
Total Dissolved Solids (mg/l) Monitor and Report
Sulfates (mg/l) Monitor and Report
Chlorides (mg/l) Monitor and Report
Specific Conductance (umho) Monitor and Report
1The parameter is applicable at all times.

Request for Comments on the Proposed Total Maximum Daily Load (TMDL) Developed for the Cumberland Valley Run Watershed in Bedford County Pennsylvania

 The Department of Environmental Protection will accept comments on the proposed TMDL developed for the Cumberland Valley Run Watershed in Bedford County, PA. This TMDL was established in accordance with the requirements of Section 303(d) of the Clean Water Act. The Pennsylvania Integrated Water Quality Monitoring and Assessment Report included impaired stream segments in this watershed. The listings of these waterbodies were due to use impairments caused by excessive siltation.

 There currently are no state or federal instream numerical water quality criteria for siltation. Therefore, the Department utilized a reference watershed approach to implement the applicable narrative criteria. This proposed TMDL set allowable loadings of sediment in the Cumberland Valley Run Watershed. The sediment loadings were allocated among cropland, hay/pasture land, and streambank categories present in the watershed. Data used in establishing this TMDL was generated using a water quality analysis model (AVGWLF) designed by the Pennsylvania State University.

 The following table shows the estimated current sediment loadings for the watershed. Overall load reductions necessary in order to meet the TMDL are also identified.

Summary of TMDL Based Load Reductions in the Cumberland Valley Run Watershed

POLLUTANT
EXISTING LOAD (lbs./yr.) EXISTING LOAD (lbs./day) TMDL
(lbs./yr.)
TMDL
(lbs./day)
PERCENT
REDUCTION
Sediment 869,800 2,383 837,721 2,295 22.1%

 The data and all supporting documentation used to develop the proposed TMDL is available from the Department. The proposed TMDL and information on the TMDL program can be viewed on the Department's website (www.dep.state.pa.us/watermanagement_apps/tmdl/). To request a copy of the proposed TMDL contact:

Christian N. Boyer, Water Pollution Biologist
Water Supply Program, Southcentral Regional Office
Pennsylvania Department of Environmental Protection
909 Elmerton Avenue
Harrisburg, PA 17110
Phone: 717-705-4150, e-mail: chrboyer@state.pa.us

 The Department will consider all comments in developing the final TMDL, which will be submitted to EPA for approval. Written comments will be accepted at the above address and must be postmarked by 45 days after publication in the PA bulletin. A public meeting to discuss the technical merits of the TMDL will be held upon request.

[Pa.B. Doc. No. 11-521. Filed for public inspection March 25, 2011, 9:00 a.m.]



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