[41 Pa.B. 5757]
[Saturday, October 29, 2011]
[Continued from previous Web Page]
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 Northcentral Region: Oil and Gas Management Program Manager, 208 West Third Street, Suite 101, Williamsport, PA 17701
E4129-012: Seneca Resources Corporation, 51 Zents Boulevard, Brookville, PA 115825, Lewis & McIntyre Townships, Lycoming County, ACOE Baltimore District.
To construct, operate, and maintain:
(1) one 8 inch water line across Long Run (HQ-CWF, MF) and a temporary stream mat crossing impacting 41 linear feet (Trout Run Quadrangle 41°27`53" N 77°01"14` W),
(2) one 8 inch water line across an unnamed tributary to Long Run (HQ-CWF, MF) and a temporary stream mat crossing impacting 2 linear feet (Trout Run Quadrangle 41°27`54" N 77°01`12" W),
(3) one 8 inch water line across Grays Run (HQ-CWF, MF) impacting 47 linear feet (Trout Run Quadrangle 41°27`51" N 77°00`59" W).
The project will result in 90 linear feet of temporary stream impacts from water line crossings. These crossings will accumulate a total of 0.01 acres of watercourse impacts all for the purpose of installing a water line and associated access roads for Marcellus Shale well development.
E5729-014: Chesapeake Appalachia, LLC, 101 N. Main Street, Athens, PA 18810, Elkland Township, Sullivan County, ACOE Baltimore District.
To construct, operate, and maintain:
(1) two 16.0 inch diameter temporary water lines and a 20 foot wide equipment mat impacting 2561 square feet of palustrine forested (PFO) wetland adjacent to Elk Creek (EV) (Shunk Quadrangle 41°33`37"N 76°40`41"W),
(2) two 16.0 inch diameter temporary water lines and a 20 foot wide equipment mat across Elk Creek (EV) impacting 26 linear feet (Shunk Quadrangle 41°33`37"N 76°40`40"W),
(3) two 16.0 inch diameter temporary water lines and a 12 foot wide equipment mat impacting 963 square feet of palustrine emergent (PEM) wetland (Shunk Quadrangle 41°33`39"N 76°40`37"W),
(4) two 16.0 inch diameter temporary water lines and a 20 foot wide equipment mat across an unnamed tributary to Elk Creek (EV) impacting 52 linear feet (Shunk Quadrangle 41°33`38"N 76°40`21"W),
(5) two 16.0 inch diameter temporary water lines and a 20 foot wide equipment mat impacting 6342 square feet of a palustrine forested (PFO) wetland (Shunk Quadrangle 41°33`40"N 76°40`13"W),
(6) two 16.0 inch diameter temporary water lines over an existing culvert in an unnamed tributary to Lake Run (EV) impacting 3 linear feet adjacent to Lake Road (Shunk Quadrangle 41°33`49"N 76°40`00"W),
(7) two 16.0 inch diameter temporary water lines over an existing culvert in an unnamed tributary to Lake Run (EV) impacting 2 linear feet adjacent to Lake Road (Shunk Quadrangle 41°33`52"N 76°40`02"W),
(8) two 16.0 inch diameter temporary water lines over an existing culvert in an unnamed tributary to Lake Run (EV) impacting 3 linear feet adjacent to the intersection of Lake Road and North Street (Shunk Quadrangle 41°33`54"N 76°40`03"W),
(9) two 16.0 inch diameter temporary water lines over an existing culvert in Lake Run (EV) impacting 6 linear feet adjacent to North Street (Shunk Quadrangle 41°33`54"N 76°40`03"W),
(10) two 16.0 inch diameter temporary water lines and a 20 foot wide equipment mat impacting 1194 square feet of palustrine emergent (PEM) wetland (Shunk Quadrangle 41°33`52"N 76°39`58"W),
(11) two 16.0 inch diameter temporary water lines and a 20 foot wide equipment mat across an unnamed tributary to Lake Run (EV) impacting 4 linear feet (Shunk Quadrangle 41°33`49"N 76°39`47"W).
The project will result in 96 linear feet of temporary stream impacts and 11060 square feet of temporary wetland impacts from water lines and temporary mat crossings. These crossings will accumulate a total of 0.04 acres of watercourse impacts and 0.25 acres of wetland impacts all for the purpose of installing temporary water lines with associated access roadways for Marcellus well development.
E5929-019: SWEPI LP, 190 Thorn Hill Road, Warrendale, PA 15086, Charleston and Delmar Townships, Tioga County, ACOE Baltimore District.
To construct and maintain:
1) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 17 feet of an unnamed tributary to Mill Creek (TSF) (Roseville, PA Quadrangle 41°51`45"N 76°58`47"W);
2) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 5 feet of an unnamed tributary to Mill Creek (TSF) (Roseville, PA Quadrangle 41°51`49"N 76°58`38"W);
3) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 110 feet of Mill Creek (TSF) (Roseville, PA Quadrangle 41°51`53"N 76°58`26"W);
4) a temporary road crossing using a mat bridge and culvert impacting 40 feet of Mill Creek (TSF) (Roseville, PA Quadrangle 41°51`57"N 76°58`27"W);
5) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 10 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°52`50"N 76°57`38"W);
6) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 16 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°53`07"N 76°57`47"W);
7) a temporary road crossing using a mat bridge and culvert impacting 11 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°53`11"N 76° 57` 40"W);
8) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 16 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°53`11"N 76°57`52"W);
9) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 8 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°52`43"N 76°57`23"W);
10) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 4 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°52`44"N 76°57`15"W);
11) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 8 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°52`49"N 76°56`14"W);
12) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 12 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°53`18"N 76°56`26"W);
13) a temporary road crossing using a mat bridge and culvert impacting 6 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°53`13"N 76°56`24"W);
14) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 12 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°53`31"N 76°56`46"W);
15) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 16 feet of an unnamed tributary to Mill Creek (TSF) (Millerton, PA Quadrangle 41°54`00"N 76°56`16"W);
16) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 882 square feet of a palustrine emergent (PEM) wetland (Roseville, PA Quadrangle 41°51`37"N 76°59`01"W);
17) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 36,829 square feet of a palustrine emergent (PEM) wetland (Roseville, PA Quadrangle 41°51`43"N 76°58`50"W);
18) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 4,842 square feet of a palustrine emergent (PEM) wetland (Roseville, PA Quadrangle 41°51`46"N 76°58`45"W);
19) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 17,849 square feet of a palustrine emergent / palustrine scrub/shrub (PEM/PSS) wetland (Roseville, PA Quadrangle 41°51`48"N 76°58` 40"W);
20) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 4,502 square feet of a palustrine emergent (PEM) wetland (Roseville, PA Quadrangle 41°51`51"N 76°58`30"W);
21) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water impacting 3,024 square feet of a palustrine emergent / palustrine scrub/shrub (PEM/PSS) wetland (Roseville, PA Quadrangle 41°52`04"N 76°58` 12"W);
22) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 3,981 square feet of a palustrine emergent (PEM) wetland (Millerton, PA Quadrangle 41°53`07"N 76°57`47"W);
23) a temporary road crossing using a mat bridge and culvert impacting 569 square feet of a palustrine emergent (PEM) wetland (Millerton, PA Quadrangle 41°53` 11"N 76°54`40"W);
24) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 1,868 square feet of a palustrine emergent / palustrine scrub/shrub (PEM/PSS) wetland (Millerton, PA Quadrangle 41°52`44"N 76°57` 16"W);
25) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 2,483 square feet of a palustrine emergent / palustrine scrub/shrub (PEM/PSS) wetland (Millerton, PA Quadrangle 41°52`44"N 76°57` 15"W);
26) a temporary road crossing using a mat bridge, an 8 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 931 square feet of a palustrine emergent (PEM) wetland (Millerton, PA Quadrangle 41°53`41"N 76°56`38"W);
27) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 1,718 square feet of a palustrine emergent (PEM) wetland (Millerton, PA Quadrangle 41°53`56"N 76°56`47"W);
28) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 245 square feet of a palustrine forested (PFO) wetland (Millerton, PA Quadrangle 41°54`18"N 76°55`37"W);
29) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 1,065 square feet of a palustrine forested (PFO) wetland (Millerton, PA Quadrangle 41°54`18"N 76°55`37"W);
30) a temporary road crossing using a mat bridge, a 6 inch diameter natural gas gathering line and a 10 inch diameter water line impacting 905 square feet of a palustrine emergent (PEM) wetland (Millerton, PA Quadrangle 41°54`18"N 76°55`36"W);
The project will result in 710 linear feet of temporary stream impacts, a total of 80,383 square feet (1.85 acres) of temporary wetland impacts, and a total of 1,310 square feet (0.03 acres) of permanent wetland impacts. Streams and wetlands are being crossed all for the purpose of installing a natural gas gathering line, a large spur line, and several short spur lines.
E5929-020: SWEPI LP, 190 Thorn Hill Road, Warrendale, PA 15086, Rutland Township, Tioga County, ACOE Baltimore District.
To construct and maintain:
1) a temporary road crossing using 20 foot long, 18 inch diameter corrugated metal pipe, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 29 linear feet of an unnamed tributary to Mill Creek (TSF, MF) (Roseville, PA Quadrangle 41°51`46"N 76°59`16"W);
2) a temporary road crossing using 20 foot long, 18 inch diameter corrugated metal pipe, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 16 linear feet of an unnamed tributary to Mill Creek (TSF, MF) (Roseville, PA Quadrangle 41°51`48"N 76°59`18"W);
3) a temporary road crossing using 20 foot long, 18 inch diameter corrugated metal pipe, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 12 linear feet of an unnamed tributary to Mill Creek (TSF, MF) (Roseville, PA Quadrangle 41°51`49"N 76°59`19"W);
4) a temporary road crossing using 20 foot long, 78 inch diameter corrugated metal pipes, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 43 linear feet of Mill Creek (TSF, MF) (Roseville, PA Quadrangle 41°51`55"N 76°59`25"W);
5) a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 10 linear feet of an unnamed tributary to Mill Creek (TSF, MF) (Roseville, PA Quadrangle 41°51`55"N 76°59` 25"W);
6) a temporary road crossing using 20 foot long, 18 inch diameter corrugated metal pipes, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 37 linear feet of an unnamed tributary to Mill Creek (TSF, MF) (Millerton, NY PA Quadrangle 41°52`39"N 76°59`43"W);
7) a temporary road crossing using 20 foot long, 60 inch diameter corrugated metal pipes, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 19 linear feet of Bailey Creek (TSF, MF) (Jackson Summit, PA Quadrangle 41°53`09"N 77°00`03"W);
8) a temporary road crossing using a 20 foot long, 18 inch diameter corrugated metal pipe, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 11 linear feet of an unnamed tributary to Bailey Creek (TSF, MF) (Jackson Summit, PA Quadrangle 41°53`16"N 77°00`11"W);
9) a temporary road crossing using 20 foot long, 18 inch diameter corrugated metal pipes, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 6 linear feet of an unnamed tributary to Hibbard's Run (TSF, MF) (Jackson Summit, PA Quadrangle 41°53`54"N 77°01`05"W);
10) a temporary road crossing using 20 foot long, 18 inch diameter corrugated metal pipes, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 12 linear feet of an unnamed tributary to Hibbard's Run (TSF, MF) (Jackson Summit, PA Quadrangle 41°53`54"N 77°01`06"W);
11) a temporary road crossing using 20 foot long, 18 inch diameter corrugated metal pipes, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 7 linear feet of an unnamed tributary to Hibbard's Run (TSF, MF) (Jackson Summit, PA Quadrangle 41°53`55"N 77°01`07"W);
12) a temporary road crossing using 20 foot long, 24 inch diameter corrugated metal pipes, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 17 linear feet of Painter Run (TSF, MF) (Jackson Summit, PA Quadrangle 41°54`02"N 77°01`27"W);
13) a temporary road crossing using 20 foot long, 24 inch diameter corrugated metal pipe, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 6 linear feet of an unnamed tributary to Painter Run (TSF, MF) (Jackson Summit, PA Quadrangle 41°54`02"N 77°01`27"W);
14) a temporary road crossing using 20 foot long, 18 inch diameter corrugated metal pipes, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 8 linear feet of an unnamed tributary to Painter Run (TSF, MF) (Jackson Summit, PA Quadrangle 41°54`05"N 77°01`36"W);
15) a temporary road crossing using a wood mat bridge, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 1,029 square feet of a palustrine emergent (PEM) wetland (Roseville, PA Quadrangle 41°51`36"N 76°59`06"W);
16) a temporary road crossing using a wood mat bridge, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 1,453 square feet of a palustrine forested (PFO) wetland (Roseville, PA Quadrangle 41°51`44"N 76°59` 14"W);
17) two temporary road crossings using wood mat bridges, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 12,080 square feet of a palustrine forested and scrub-shrub (PFO/PSS) wetland (Roseville, PA Quadrangle 41°51`57"N 76°59`28"W);
18) a temporary road crossing using a wood mat bridge, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 2,359 square feet of a palustrine forested, scrub-shrub, and emergent (PFO/PSS/PEM) wetland (Roseville, PA Quadrangle 41°52`00"N 76°59`31"W);
19) a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 1,111 square feet of a palustrine emergent (PEM) wetland (Millerton, NY PA Quadrangle 41°52`39"N 76°59` 44"W);
20) two temporary road crossings using wood mat bridges, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 42,082 square feet of a palustrine scrub-shrub (PSS) wetland (Jackson Summit, PA Quadrangle 41°53`07"N 77°00`00"W);
21) a temporary road crossing using a wood mat bridge impacting 185 square feet of a palustrine emergent and scrub-shrub (PEM/PSS) wetland (Jackson Summit, PA Quadrangle 41°53`10"N 77°00`03"W);
22) a temporary road crossing using a wood mat bridge, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 9,368 square feet of a palustrine forested and scrub-shrub (PFO/PSS) wetland (Jackson Summit, PA Quadrangle 41°53`10"N 77°00`04"W);
23) a temporary road crossing using a wood mat bridge, a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 6,409 square feet of a palustrine forested (PFO) wetland (Jackson Summit, PA Quadrangle 41°53`17"N 77°00`12"W);
24) a 24 inch diameter and an 8 inch diameter natural gas gathering line, a 10 inch diameter and a 6 inch diameter fresh water line, and a fiber optic cable impacting 297 square feet of a palustrine emergent (PEM) wetland (Jackson Summit, PA Quadrangle 41°54`00"N 77°01`22"W);
The project will result in 233 linear feet of temporary stream impacts, 44,704 square feet (1.03 acres) of temporary wetland impacts, and 31,669 square feet (0.727 acres) of permanent wetland impacts all for the purpose of installing natural gas gathering lines, fresh water lines, a fiber optic cable, and associated access roadways.
Southeast Region: Watershed Management Program Manager, 2 East Main Street, Norristown, PA 19401
E15-819 Doe Run Limited Partnership, 5000 South Broad Street, West Marlborough Township, Chester County. ACOE Philadelphia District.
To construct and maintain an approximately 74-foot long, 16-foot span, 5.02-foot rise Waddell Truss bridge across Doe Run (TSF-MF) to facilitate the crossing of livestock and farm equipment.
The site is located approximately 2040 feet northeast of the intersection Thouron Road and Chatham Road (S.R. 0841) in West Marlborough Township, Chester County (Coatesville PA, USGS Quadrangle N: 5.96 inches; W: 9.94 inches).
Southcentral Region: Watershed Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Telephone: 717-705-4707.
E21-425: David Gill, Weis Markets, Inc., 1000 South Second Street, Sunbury, PA 17801, in Hampden Township, Cumberland County, ACOE Baltimore District
To fill 0.18 acre of Palustrine Emergent (PEM) wetland in the Pine Creek (WWF) Watershed. The project is located on the northeast quadrant of the intersection of Wertzville Road and Valley Road in Hampden Township, Cumberland County (Harrisburg West, PA Quadrangle, N: 6.6 inches, W: 13.6 inches; Latitude: 40°17`11", Longitude: -76°58`21"). The purpose of the project is to construct a new Weis Markets grocery store and related infrastructure. The applicant is required to provide a minimum of 0.18 acre of replacement wetland.
E38-176: Thomas L. Krall, Krall—Dairy Farm, 480 Schaeffer Road, Lebanon, PA 17042, in South Lebanon Township, Lebanon County, ACOE Baltimore District
To install and maintain a 6.0-inch diameter outfall structure to an unnamed tributary to Hammer Creek (HQ-CWF, MF) (Latitude: 40°16`59.4", Longitude: -76°21`53.4") located in South Lebanon Township, Lebanon County. The proposed outfall structure is associated with a proposed manure storage area, and the line will function as a footer drain and a leak detection system.
Northcentral Region: Watershed Management Program Manager, 208 West Third Street, Williamsport, PA 17701, 570-327-3636
E53-443. Pennsylvania Department of Transportation, Engineering District 2-0, 1924 Daisy Street Extension, Clearfield, PA 16830. SR 0872, Section A02 Bridge Replacement over Freeman Run in Portage Township, Potter County, ACOE Baltimore District (Wharton, PA Quadrangle; Latitude: 41° 36` 02"; Longitude 78° 03` 51").
The applicant proposes to remove the existing bridge structure, construct, operate and maintain a new single span bridge approximately 260 Ft. upstream. The existing structure is a single span steel I-beam bridge with a 52.39 Ft. span, 74° skew, 3.47 Ft. underclearance and a low chord elevation of 1219.84 Ft. The proposed structure is a single span concrete T-beam bridge on integral abutments with a 72.620 Ft. span, 50° skew, 7.56 Ft. underclearance and a low chord elevation of 1221.92 Ft. The proposed bridge structure will be located approximately 260 Ft. upstream to realign the roadway for public safety. The project proposes to temporarily impact 0.06 acres and permanently impact 0.09 acres of wetland. The wetland impacts will be mitigated onsite with 0.13 acres of proposed wetlands. Freeman Run is classified as a High Quality-Cold Water Fishery.
E59-475. Pennsylvania Department of Transportation, Engineering District 3-0, PO Box 218, Montours- ville, PA 17754-0218. S.R. 2022, Section 001, Segment 0110, Offset 0516, Bridge Replacement Project. Putnam Township, Bradford County, ACOE Baltimore District (Blossburg, PA Quandrangle N: 41° 44` 41"; W: 76° 04` 33").
PA DOT Engineering District 3-0 proposes to remove the existing single-span concrete slab bridge with reinforced concrete abutments and wing walls. The existing structure has a total clear span from abutment face to abutment face of 14.0` with a normal clear span of 13.2`. The structure is on approximately a 71° skew to the roadway baseline. To construct and maintain a 16.0` clear span precast concrete box culvert with a 4.7` clear height depressed 1` resulting in a minimum underclear of 3.7` and a skew of 55° carrying S.R. 2022 over Wilson Creek. The total estimated stream disturbance is approximately 120` linearly of permanent stream impact. There will be no permanent or temporary wetland impacts. Wilson Creek are classified as Cold Water Fishery by Title 25, Chapter 93 Water Quality Standards. The project will not require mitigation.
Entered in error as E08-475 on 9/20/11
Southwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
E04-338. Chippewa Township Sanitary Authority, 2811 Darlington Road, Beaver Falls, PA 15010, Chippewa Township, Beaver County. The applicant proposes to stabilize and maintain approximately 190.0 linear feet of the right bank of North Branch Brady Run (TSF) and to remove two vegetated gravel bars totaling approximately 140.0 linear feet from the channel of said stream for the purpose of protection the existing sewer line and manholes. The project is located 250 feet north of the intersection of Chippewa Park Road and Shenango Road (USGS Midland, PA Quadrangle, N: 22 inches, W: 0.5 inches; Latitude: 400°-45`-10"; Longitude: 800°-22`-30") in Chippewa Township, Beaver County.
E04-308-A1. FirstEnergy Generation Corp., 76 South Main St., Akron, OH 44308, Greene Township, Beaver County. The applicant proposes to construct, operate and maintain a coal combustion byproducts disposal facility that will include stream relocations with an impact of 4,192 ft., 1.36 acres of wetland impacts at 12 locations, and 0.37 acres of open water impacts at one location. The proposed structures will be constructed in an UNT to Mill Creek (TSF), Little Blue Run (TSF) and the Ohio River (WWF). The project is located at the Little Blue Run Disposal Facility near the intersection of SR 168 and US 30 West (Lincoln Highway) (USGS East Liverpool South OH/WV/PA, Hookstown, PA, and East Liverpool North, OH/WV/PA Quadrangles, N: 19.5 inches, W: 0.4 inches; Latitude: 400° 36` 27"; Longitude: 800° 30` 11").
E30-239. Dominion Transmission, Inc., 445 West Main Street, Clarksburg, WV 26301, Freeport and Morgan Townships, Greene County. The applicant proposes to construct and maintain a 25-foot long, 20- foot wide concrete matting piece to cover and protect the exposed 24-inch natural gas pipeline (TL342) in an unnamed tributary to Pennsylvania Fork Dunkard Creek (WWF) located in Freeport Township, Greene County (Hundred WV, PA Quadrangle, N: 19.2 inches; W: 5.2 inches; Latitude: 390° 43` 51"; Longitude: 800° 24` 43"). The construction impacts 70 LF of said stream by cutting stream banks, and placing fill. Secondly, the applicant proposes to construct and maintain a 37-foot long, 20-foot wide concrete matting to cover and protect the exposed 24-inch natural gas pipeline (TL342) in an unnamed tributary to Tenmile Creek (TSF) in Morgan Township, Greene County (Mather, PA Quadrangle, N: 21.6 inches; W: 9.3 inches; Latitude: 390° 59` 38"; Longitude: 800° 03` 59"). The construction impacts 70 LF of said stream by cutting stream banks, and placing fill.
E56-355. PennDOT Engineering District 9-0, 1620 North Juniata Street, Hollidaysburg, PA 16648, Somerset, Brothersvalley, Black and Summit Townships, Somerset County. The applicant proposes to construct and maintain:
1. A 48 inch diameter 240 ft. long RCP culvert (Culvert 3) depressed 6 inches in an unnamed tributary to Buffalo Creek (UNT05A-BC; CWF) with a 114 acre drainage area (Murdock, PA Quadrangle, North: 9.9 inches; West: 11.6 inches; Latitude: 39° 54` 32.67"; Longitude: 79° 02` 53.57");
2. A 48 inch diameter 182 ft. long RCP culvert (Culvert 5) depressed 6 inches in an unnamed tributary to Buffalo Creek (UNT05B-BC; CWF) with a 152 acre drainage area (Murdock, PA Quadrangle, North: 10.9 inches; West: 11.9 inches; Latitude: 39° 54` 37.22"; Longitude: 79° 02` 57.31");
3. A 48 inch diameter 218 ft. long RCP culvert (Culvert 7) depressed 6 inches in an unnamed tributary to Buffalo Creek (UNT05-BC; CWF) with a 25 acre drainage area (Murdock, PA Quadrangle, North: 13.2 inches; West: 12.0 inches; Latitude: 39° 55` 2.7"; Longitude: 79° 02` 59.69");
4. A 60 inch diameter 223 ft. long RCP culvert (Culvert 8) depressed 6 inches in Wilson Creek (WWF) with a 118 acre drainage area, and associated upstream relocation of 1,929 feet of Wilson Creek due to construction of Mud Pike Interchange (Murdock, PA Quadrangle, North: 17.7 inches; West: 11.9 inches; Latitude: 39° 55` 54.91"; Longitude: 79° 02` 58.46");
5. A 54 inch diameter 168 ft. long RCP culvert (Culvert 9) depressed 6 inches in an unnamed tributary to Laurel Run (UNT01A-LR; WWF) with a 118 acre drainage area (Murdock, PA Quadrangle, North: 20.2 inches; West: 11.2 inches; Latitude: 39° 56` 24.67"; Longitude: 79° 02` 48.02");
6. A 48 inch diameter 215 ft. long RCP culvert (Culvert 10) depressed 6 inches in a unnamed tributary to Laurel Run (UNT04-LR; WWF) with a drainage area of 103 acres (Murdock, PA Quadrangle, North: 23.6 inches; West: 11.1 inches; Latitude: 39° 57` 3.2"; Longitude: 79° 02` 46.79");
7. A 48 inch diameter 176 ft. long RCP culvert (Culvert 11) depressed 6 inches in an unnamed tributary to Laurel Run (UNT07-LR; WWF) with a 92 acre drainage area (Murdock, PA Quadrangle, North: 24.7 inches; West: 10.9 inches; Latitude: 39° 57` 15.82"; Longitude: 79° 02` 45.54");
8. An 8 ft. wide by 8 ft. high, 296 ft. long box culvert (Culvert 12) depressed 1 ft. in Laurel Run (WWF) with a drainage area of 305 acres (Murdock, PA Quadrangle, North: 26.7 inches; West: 10.8 inches; Latitude: 39° 57` 40.37"; Longitude: 79° 02` 42.46");
9. A 10 ft. wide by 5 ft. high, 166 ft. long box culvert (Culvert 13) depressed 1 ft., and 206 ft. of upstream relocation in a unnamed tributary to Kimberly Run (UNT01-KR: CWF) with a drainage area of 148 acres (Murdock, PA Quadrangle, North: 30.2 inches; West: 10.1 inches; Latitude: 39° 58` 21.35"; Longitude: 79° 02` 30.48");
10. A 10 ft. wide by 7 ft. high, 246 ft. long box culvert (Culvert 14) depressed 1 ft. in a unnamed tributary to Kimberly Run (UNT01-KR; CWF) with a drainage area of 256 acres (Murdock, PA Quadrangle, North: 31.3 inches; West: 10.2 inches; Latitude: 39° 58` 33.17"; Longitude: 79° 02` 34.13");
11. A 72 inch diameter 68 ft. long RCP culvert (Culvert 15) depressed 6 inches in a unnamed tributary to Buffalo Creek (UNT07-BC; CWF) with a 298 acre drainage area, and 1,066 feet of associated stream relocation (Meyersdale, PA Quadrangle, North: 38.1 inches; West: 10.9 inches; Latitude: 39° 52` 20.85"; Longitude: 79° 02` 43.2");
12. Two 45 ft. wide two lane, five span, high level bridges with the northbound structure 523.8 ft. in length and the southbound structure 482.5 ft. in length (Structure 1) over an unnamed tributary to Casselman River (UNT01-CR; CWF) with a 1.59 sq. mi drainage area and a high water clearance of 40.5 ft., and associated 270 ft. of stream relocation (Meyersdale, PA Quadrangle, North: 30.4 inches; West: 10.9 inches; Latitude: 39° 50` 53.45"; Longitude: 79° 02` 30.78");
13. Two 45.4 ft. wide two lane, three span, 714 ft. total length high level bridges (Structure 2) over Swamp Creek (CWF) and an unnamed tributary to Swamp Creek (UNT02-SC; CWF) with a drainage area of 2.63 sq. mi (on Swamp Creek) and a high water clearance of 112 ft. (Meyersdale, PA Quadrangle, North: 35.9 inches; West: 9.0 inches; Latitude: 39° 51` 54.78"; Longitude: 79° 02` 15.79");
14. Two 45.4 ft. wide two lane, five spans, 1100 ft. total length high level bridges (Structure 3) over Buffalo Creek (CWF) with a drainage area of 34.30 sq. mi and a high water clearance of 183 ft., as well as a 130 ft. wide temporary causeway consisting of six - 5 ft. corrugated metal pipes, for construction of Pier 2 (Meyersdale, PA Quadrangle, North: 38.0 inches; West: 10.3 inches; Latitude: 39° 52` 20.51"; Longitude: 79° 02` 34.1");
15. 1531 feet of impact to unnamed tributary to Blue Lick Creek (UNT01-BLC; CWF) with existing drainage area of 145.9 acres, due to construction of Southern Interchange, relocation of Pony Farm Road, and associated stormwater management basin, Basin K-1 (Meyersdale, PA Quadrangle, North: 27.5 inches; West: 9.2 inches; Latitude: 39° 50` 18.53"; Longitude: 79° 02` 19.37");
16. 614 feet of impact to unnamed tributary to Blue Lick Creek (UNT01A-BLC; CWF) with existing drainage area of 22.0 acres, due to construction of stormwater management basin, Basin K-1 at the Southern Interchange (Meyersdale, PA Quadrangle, North: 27.5 inches; West: 9.5 inches; Latitude: 39° 50` 18.84"; Longitude: 79° 02` 23.79");
17. 1,161 feet of impact to unnamed tributaries to Swamp Creek (UNT01A-SC, UNT01A1-SC, UNT01B-SC, UNT01C-SC, UNT01D-SC, and UNT03-SC; CWF) due to cut and fill of hillslope along proposed SR 6219 mainline (Meyersdale, PA Quadrangle, North: 32.8 inches; West: 9.6 inches; Latitude: 39° 51` 20.41"; Longitude: 79° 02` 24.89");
18. 592 feet of enclosure of unnamed tributary to Buffalo Creek (UNT01-BC; CWF) with existing drainage area of 66.2 acres, in stormwater management system piping and outletted to Buffalo Creek (Meyersdale, PA Quadrangle, North: 37.4 inches; West 11.2 inches; Latitude: 39° 52` 13.94"; Longitude: 79° 02` 48.59");
19. 49 feet of relocation and 1,118 feet of impact of unnamed tributary to Buffalo Creek (UNT02-BC; CWF) with existing drainage area of 21.2 acres, due to relocation to stormwater management Basin K-5 and enclosure in stormwater management system piping from Basin outlet until outlet at Buffalo Creek (Meyersdale, PA Quadrangle, North: 37.6 inches; West: 10.2 inches; Latitude: 39° 52` 15.25"; Longitude: 79° 02` 33.01");
20. Replacement of existing 18 inch, 40 foot long culvert with a 48 inch, 52 foot long culvert with existing drainage area of 6.2 acres in unnamed tributary to Buffalo Creek (UNT09-BC; CWF) (Murdock, PA Quadrangle, North: 0.0 inches; West: 10.0 inches; Latitude: 39° 52` 30.18"; Longitude: 79° 02` 26.35");
21. 518 feet of impact (171 feet direct impact and 410 feet due to loss of perennial flow) to an unnamed tributary to Laurel Run (UNT01-LR; WWF) with an existing drainage area of 52.5 acres due construction of SR 6219 mainline (Murdock, PA Quadrangle, North: 20.7 inches; West: 11.1 inches; Latitude: 39° 56` 29.24"; Longitude: 79° 02` 47.8");
22. 17,964 ft. of stream impacts to be mitigated on and off site; on site mitigation will include 6,374 ft. of relocations as well as additional stream enhancements on various stream channels;
23. Fill in 1.98 acres of Wetland W09 (PEM/PSS 80/20), Wetland W10 (PEM), and Wetland W11 (PEM/PSS 80/20) due to construction of Southern Interchange ramp and associated stormwater management basin, Basin K-1 (Meyersdale, PA Quadrangle, North: 27.2 inches; West: 9.9 inches; Latitude: 39° 50` 13.75"; Longitude: 79° 02` 26.35");
24. Fill in 0.87 acres of Wetland R (PEM/PFO/PSS 50/30/20) due to construction of SR 6219 mainline and Mud Pike interchange (Murdock, PA Quadrangle, North: 17.5 inches; West: 11.9 inches; Latitude: 39° 55` 52.88"; Longitude: 79° 02` 59.44");
25. Fill in 1.17 acres of Wetland NA (PEM/POW 70/30) due to construction of SR 6219 mainline (Murdock, PA Quadrangle, North: 20.2 inches; West: 11.2 inches; Latitude: 39° 56` 23.2"; Longitude: 79° 02` 49.02");
26. Impacts to 2.08 acres of Wetland N1 (PSS) due to cut and hydrology loss associated with construction of SR 6219 mainline (Murdock, PA Quadrangle, North: 20.9 inches; West: 11.2 inches; Latitude: 39° 56` 32.51"; Longitude: 79° 02` 48.31");
27. Impacts to 1.38 acres of Wetland L (PEM) due to cut associated with construction of SR 6219 mainline (Murdock, PA Quadrangle, North: 23.1 inches; West: 11.0 inches; Latitude: 39° 56` 57.34"; Longitude: 79° 02` 46.84");
28. Fill in 0.86 acres of Wetland J (PEM) due to construction of SR 6219 mainline (Murdock, PA Quadrangle, North: 24.9 inches; West: 10.9 inches; Latitude: 39° 57` 18.4"; Longitude: 79° 02` 45.21");
29. Fill in 1.05 acres of Wetland F (PFO/PEM 60/40) due to construction of SR 6219 mainline (Murdock, PA Quadrangle, North: 27.2 inches; West: 10.7 inches; Latitude: 39° 57` 44.73"; Longitude: 79° 02` 42.49");
30. Impacts to 3.25 acres of an existing wetland replacement system (considered a complete loss) consisting of Wetlands W30 (PEM/PSS 75/25), FA (PEM/PSS/POW 40/30/30), FB (PEM/PSS/POW 40/30/30), and FC (PEM/PSS/POW 40/30/30) due to construction of SR 6219 mainline (Murdock, PA Quadrangle, North: 27.3 inches; West: 10.7 inches; Latitude: 39° 57` 47.28"; Longitude: 79° 02` 40.73");
31. Fill in 2.09 acres of Wetland WA01 (PFO) due to construction of SR 6219 mainline (Murdock, PA Quadrangle, North: 30.2 inches; West: 9.9 inches; Latitude: 39° 58` 19.19"; Longitude: 79° 02` 30.23");
32. Fill (or cut impacts) in an additional 3.90 acres of PEM, PSS, PFO, POW wetlands due to construction of SR 6219 mainline and associated roadway/intersection improvements;
33. A total of 18.63 acres of wetland impacts to be mitigated off and on site; 12.65 acres of PEM/PSS/PFO habitat will be created on site at the Airesman property (6.27 PEM 100%, 4.78 acres PEM/PFO, and 1.6 acres PEM/PSS) (Murdock, PA Quadrangle, North: 23.8 inches; West: 11.7 inches; Latitude: 39° 57` 04.77"; Longitude: 79° 02` 55.73").
In addition, there are associated temporary crossings, temporary stream diversions, floodplain impacts and stormwater outfalls for the purpose of completing the 11 mile long SR 6219 four lane road section from 1.5 mile southeast of Somerset to 1 mile north of Meyersdale (Murdock, PA Quadrangle, North: 19.7 inches; West: 6.0 inches; Latitude: 39° 59` 01"; Longitude: 79° 2` 31"; extending south to Meyersdale, PA Quadrangle, North: 15.7 inches; West: 5.5 inches; Latitude: 39° 50` 8.8"; Longitude: 79° 2` 25.2") in Somerset, Summit, Black and Brothersvalley Townships, Somerset County, PA.
ACTIONS
THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
FINAL ACTIONS TAKEN FOR NPDES PERMITS AND WQM PERMITS The Department has taken the following actions on previously received applications for new, amended and renewed NPDES and WQM permits, applications for permit waivers and NOIs for coverage under General Permits. This notice of final action 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—691.101) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or Amendment Section III WQM Industrial, Sewage or Animal Wastes; Discharges to Groundwater Section IV NPDES MS4 Individual Permit Section V NPDES MS4 Permit Waiver Section VI NPDES Individual Permit Stormwater Construction Section VII NPDES NOI for Coverage under NPDES General Permits Sections I—VI contain actions regarding industrial, animal or sewage wastes discharges, discharges to groundwater, and discharges associated with MS4, stormwater associated with construction activities and CAFOs. Section VII contains notices for parties who have submitted NOIs for Coverage under General NPDES Permits. The approval for coverage under these General NPDES Permits is subject to applicable effluent limitations, monitoring, reporting requirements and other conditions in each General Permit. The approval of coverage for land application of sewage sludge or residential septage under applicable general permit is subject to pollutant limitations, pathogen and vector attraction reduction requirements, operational standards, general requirements, management practices and other conditions in the respective permit. The permits and related documents, effluent limitations, permitting requirements and other information are on file and may be inspected and arrangements made for copying at the contact office noted before the action.
Persons aggrieved by an action may appeal that action to the Environmental Hearing Board (Board) under section 4 of the Environmental Hearing Board Act (35 P. S. § 7514) and 2 Pa.C.S. §§ 501—508 and 701—704 (relating to Administrative Agency Law). 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 contact 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.
I. NPDES Renewal Permit Actions
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N?PA0055671
(Sewage)Berwick Place STP
E Mt Kirk Road
Worcester, PA 19490-0767Montgomery County
Worcester TownshipUnnamed Tributary to Skippack Creek
(3-E)Y In the final permit Phosphorus limit is adjusted based on plant performance at an existing load as follows:
Effluent Limitations Mass Units (lbs/Day) Concentrations (mg/l)Parameter Average Month Daily Maximum Average Month Daily Maximum Inst. Maximum Phosphorus as P 0.7 xxxx 1.5 Report 3.0 Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N?PA0034088
(Sewage)UMH of PA, Inc.
Oakwood Lake Village MHP
29 Oakwood Lane
Tunkhannock, PA 18657Wyoming County
Tunkhannock TownshipSwale Brook Cold Water Fishes
(4-F)Y Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA0032093
(SEW)PA DCNR—Shawnee State Park
132 State Park Road
Schellsburg, PA 15559-7300Bedford County /
Napier TownshipShawnee Branch / 11-C Y PA0248746
(CAFO)Leon Snyder
230 Poplar Road
Fleetwood, PA 19522
Country View Family Farms, LLC
1301 Fulling Mill Road,
Suite 3000
Middletown, PA 17057
Franklin County
Fannett Township
UNT of Doylestown Creek / 12-B
Y****Renewal individuals
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA0221317
(Sewage)Allegheny Clarion Valley Development Corporation
PO Box 311
Foxburg, PA 16036Butler County
Allegheny TownshipUnnamed tributary to Little Scrubgrass Creek Y PA0223115
(Sewage)COMOR, Inc.
23697 Highway 322
Cochranton, PA 16314East Fairfield Township
Crawford CountyUnnamed tributary to French Creek Y PA0263851
(Sewage)Keating Township
PO Box 103
East Smethport, PA 16730McKean County
Keating TownshipKinzua Creek
16-BY PA0093360
(Sewage Renewal)Robert C. Sechan
d/b/a Lake Arthur Estates
2925 New Castle Rd
Portersville, PA 16051Butler County
Muddycreek TownshipDry/intermittent tributary to Muddy Creek
20-CY PA0026271
(Sewage Renewal)Meadville Area Sewer Authority
1320 Park Avenue
Meadville, PA 16335Crawford County
Meadville CityFrench Creek
16-DN
II. New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Actions
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401
NPDES Permit No. PA0034487, SW, Meenan Oil Company, Inc., 113 Main Street, Tullytown, PA 19007.
This proposed facility is located in Tullytown Borough, Bucks County.
Description of Proposed Action/Activity: Approval for the renewal of an NPDES permit to discharge treated stormwater from a facility known as Meenan Oil Company IWTP to an Unnamed Tributary to the Delaware River in Watershed 2E.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
NPDES Permit No. PA0024902, Sewage, Upper Allen Township Cumberland County, 100 Gettysburg Pike, Mechanicsburg, PA 17055-5604, Upper Allen Township, Cumberland County.
The following notice reflects changes to the notice published in the April 16, 2011 edition of the Pennsylvania Bulletin adding instantaneous maximum limits:
Mass (lb/day) Concentration (mg/l) Average Weekly Average Weekly Instant. Parameters Monthly Average Minimum Monthly Average Maximum Fecal Coliform (CFU/100 ml) May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 NPDES Permit No. PA0024384, Amendment No. 2, Sewage, North Middleton Authority, 240 Clearwater Drive, Carlisle, PA 17013-1185.
This proposed facility is located in North Middleton Township, Cumberland County.
Description of Proposed Action/Activity: Authorization to discharge to Watershed 7-B.
NPDES Permit No. PA0261670, Sewage, Fredericksburg Sewer & Water Authority, PO Box 161, Fredericksburg, PA 17026.
This proposed facility is located in Bethel Township, Lebanon County.
Description of Proposed Action/Activity: Authorization to discharge to Little Swatara Creek in Watershed 7-D.
NPDES Permit No. PAS113502, Storm Water, Juan Lopez, GE Inspection Technologies, LP, 50 Industrial Park Road, Lewistown, PA 17044.
This proposed facility is located in Granville Township, Mifflin County.
Description of Proposed Action/Activity: Authorization to discharge to UNT Juniata River in Watershed 12-A.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701
NPDES Permit No. PA0228214 T-1, SIC Code 2086, The Coca-Cola Company, 217 Aquapenn Drive, Howard, PA 16841.
This existing facility is located in Boggs Township, Centre County.
Description of Existing Action/Activity: The permit was transferred to reflect the change of ownership. The industrial activities of the facility remain unchanged.
NPDES Permit No. PA0228214 T-1, SIC Code 2086, The Coca-Cola Company, 217 Aquapenn Drive, Howard, PA 16841.
This existing facility is located in Boggs Township, Centre County.
Description of Existing Action/Activity: The permit was transferred to reflect the change of ownership. The industrial activities of the facility remain unchanged.
III. WQM Industrial Waste and Sewerage Actions under The Clean Streams Law
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790
WQM Permit No. 5809402 SIC Code 4952, Forest City Borough, 535 Main Street, Forest City, PA 18421.
This proposed facility is located in Forest City Borough, Susquehanna County.
Description of Proposed Action/Activity: Issuance of a Water Quality Management Part II permit for the construction of a Borough wide sanitary sewer replacement project.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
WQM Permit No. 2803407, Transfer #2, Sewerage, Mercersburg Sewer Authority, 113 South Main Street, Mercersburg, PA 17236.
This proposed facility is located in Mercersburg Borough, Peters Township, Franklin County.
Description of Proposed Action/Activity: Transfer of the Findley Park Subdivision Pump Station & Sewer System to the Authority.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745
WQM Permit No. 0277205-A2, Industrial Waste, US Steel Corp., Mon Vly Works, Irvin Plt., PO Box 878, Dravosburg, PA 15034-10878
This existing facility is located in West Mifflin Borough, Allegheny County
Description of Proposed Action/Activity: Permit issuance for the construction and operation of a side stream filter for non-contact cooling waters with filter backwash.
WQM Permit No. 0277205-A2, Industrial Waste, US Steel Corp., Mon Vly Works, Irvin Plt., PO Box 878, Dravosburg, PA 15034-10878
This existing facility is located in West Mifflin Borough, Allegheny County
Description of Proposed Action/Activity: Permit issuance for the construction and operation of a side stream filter for non-contact cooling waters with filter backwash.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
WQM Permit No. WQG018817, Sewage, Brian and Shirley Gowetski, 11257 North Watson Run Road, Conneaut Lake, PA 16316.
This proposed facility is located in Vernon Township, Crawford County.
Description of Proposed Action/Activity: Issuance of a new permit for a Single Residence Sewage Treatment Plant.
IV. NPDES Stormwater Discharges from MS4 Permit Actions
V. NPDES Waiver Stormwater Discharges from MS4 Actions
VI. NPDES Discharges of Stormwater Associated with Construction Activities Individual Permit Actions
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI01
1504083-RHeritage-Brandywine Hill, LP
865 Easton Road, Ste 250
Warrington, PA 18976Bucks Wallace Township East Branch Brandywine Creek (HQ-TSF-MF) Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI023508006(2) Scranton Lackawanna
Industrial Building Company
P. O. Box 431
Scranton, PA 18503Lackawanna Archbald Borough Lackawanna River, HQ-CWF, MF PAI023905002(1) Woodbridge Golf Club, Inc.
P. O. Box 149
440 Albright Road
Kutztown, PA 19530Lehigh
and
BerksWeisenberg Township
Maxatawny TownshipSchaefer Run, HQ-CWF, MF
VII. Approvals to Use NPDES and/or Other General Permits
The EPA Region III Administrator has waived the right to review or object to this permit action under the waiver provision in 40 CFR 123.23(d).
List of NPDES and/or Other General Permit Types
PAG-1 General Permit for Discharges from Stripper Oil Well Facilities PAG-2 General Permit for Discharges of Stormwater Associated with Construction Activities (PAR) PAG-3 General Permit for Discharges of Stormwater from Industrial Activities PAG-4 General Permit for Discharges from Small Flow Treatment Facilities PAG-5 General Permit for Discharges from Gasoline Contaminated Ground Water Remediation Systems PAG-6 General Permit for Wet Weather Overflow Discharges from Combined Sewer Systems PAG-7 General Permit for Beneficial Use of Exceptional Quality Sewage Sludge by Land Application PAG-8 General Permit for Beneficial Use of Nonexceptional Quality Sewage Sludge by Land Application to Agricultural Land, Forest, a Public Contact Site or a Land Reclamation Site PAG-8 (SSN) Site Suitability Notice for Land Application under Approved PAG-8 General Permit Coverage PAG-9 General Permit for Beneficial Use of Residential Septage by Land Application to Agricultural Land, Forest or a Land Reclamation Site PAG-9 (SSN) Site Suitability Notice for Land Application under Approved PAG-9 General Permit Coverage PAG-10 General Permit for Discharge Resulting from Hydrostatic Testing of Tanks and Pipelines PAG-11 (To Be Announced) PAG-12 CAFOs PAG-13 Stormwater Discharges from MS4
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