[38 Pa.B. 6964]
[Saturday, December 20, 2008]
[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 of Environmental Protection (Department). Section 401 of the Federal Water Pollution Control Act (FWPCA) (33 U.S.C.A. § 1341) requires the State to certify that the involved projects will not violate the applicable provisions of 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 or to the issuance of a Dam Permit, Water Obstruction and Encroachment Permit or the approval of an Environmental Assessment must submit comments, suggestions or objections within 30 days of the date of this notice, as well as questions, to the regional office noted before the 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. Individuals 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 each working day at the regional office noted before the application.
Persons with a disability who wish to attend a hearing and require an auxiliary aid, service or other accommodation to participate in the proceedings should contact the specified program. TDD users should contact the Department through the Pennsylvania AT&T Relay Services 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 Floodplain Management Act (32 P. S. § 679.302) and requests for certification under section 401(a) of the Federal Water Pollution Control Act (33 U.S.C.A. § 1341(a)).
WATER OBSTRUCTIONS AND ENCROACHMENTS Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
E15-790. 505 Eagleview Boulevard Associates, LP, 707 Eagleview Boulevard, P. O. Box 562, Exton, PA 19341, Uwchlan Township, Chester County, United States Army Corps of Engineers, Philadelphia District.
To amend the permit No. 15-790 (No. E15-602), to include the construction and maintenance of the proposed 50-foot long, 12-foot span and 3.5-foot rise bridge across a UNT to Shamona Creek (HQ-TSF) impacting 0.031 acre of wetlands (PEM) associated with access to the proposed development. The project is located approximately 3,000 feet southwest of the Pottstown Pike (SR 0100) Interchange of Turnpike (Downingtown, PA USGS Quadrangle North: 11.5 inches; West: 7.1 inches).
E46-1033. PECO Energy Company, 2301 Market Street, S 9-1, Philadelphia, PA 19101, Hatfield Township, Montgomery County, United States Army Corps of Engineers, Philadelphia District.
To expand, construct and maintain an existing PECO substation impacting 0.17 acre of wetland (PEM) associated with the power demand for PA, NJ and DE. The project proposes to construct 0.18 acre of replacement wetlands onsite.
The site is located near the intersection of Derstine and Elroy Roads (Telford, PA USGS Quadrangle N: 5.00 inches; W: 10.00 inches).
E09-932. Department of Transportation, 7000 Geerdes Boulevard, King of Prussia, PA 19406, Warrington, New Britain and Doylestown Townships, Bucks County, United States Army Corps of Engineers, Philadelphia District.
This application is part of an overall project for associated impacts, to construct and maintain the proposed approximately 9-mile segment of SR 6202 Parkway. This project has been divided into three design/construction sections (701, 711 and 721). The limit for the entire project is between Welsh Road (SR 0063) in Montgomery Township, Montgomery County (Ambler, PA USGS Quadrangle N: 17.0 inches; W: 14.75 inches) and the existing SR 0611 Bypass in Doylestown Township, Bucks County (Doylestown, PA USGS Quadrangle N: 7.5 inches; W: 2.5 inches) and traverses through Montgomery Township in Montgomery County and Warrington, New Britain and Doylestown Townships in Bucks County. The Parkway includes a four-lane roadway between Welsh and Horsham Roads (SR 0463) and a two-lane roadway between Horsham Road and the SR 0611 Bypass. In addition, a 12-foot-wide shared-use path will be constructed within the right-of-way of the Parkway. The project proposes to permanently impact a total of approximately 6.33 acres of wetland (PEM/PSS/PFO). The construction of a total of 9.30 acres of wetland replacement is proposed at the Kansas Road mitigation site located near the intersection of County Line and Kansas Roads in Warrington Township, Bucks County.
This permit is for Section 721 and it is the third submission for SR 6202 construction project. The limit of work for this 3.34-mile section extends between Pickertown Road, in Warrington Township to the existing SR 0611 Bypass in Doylestown Township, Bucks County.
The construction work in Section 721 includes the following water obstruction and encroachment activities:
1. To excavate for a stormwater management basin and place fill for an earth berm and provide conveyance to maintain surface runoff and wetland hydrology by installing 36 feet of 18-inch RCP within a UNT to Neshaminy Creek at Station 102+50 (Doylestown, PA Quadrangle N: 4.4 inches; W: 8.7 inches, Latitude: 40° 16` 28"; Longitude: 75° 11` 12"). Permanent impact of 152 linear feet and temporary impact of 70 linear feet of intermittent channel (WUSD-22).
2. To place fill for the Parkway and an earth berm and provide conveyance to maintain surface runoff and wetland hydrology by installing a diversion channel across a UNT to Neshaminy Creek at Station 103+75 (Doylestown, PA Quadrangle N: 4.5 inches; W: 8.7 inches, Latitude: 40° 16` 30"; Longitude: 75° 11` 12"). Permanent impact of 288 linear feet of intermittent channel (WUSD-23).
3. To cross a perennial stream and impact a forested wetland and provide conveyance to maintain surface hydrology and wetland hydrology by installing 55 feet of 36-inch RCP that will be depressed 0.5 feet and installing a 28-foot by 10-foot bottomless precast concrete arch culvert with a length of 56 feet 6 inches, partially embedded resulting in a hydraulic opening (width) 28 feet upstream, 28 feet downstream and (height) 7.03 feet upstream, 6.73 feet downstream with a UNT to Neshaminy Creek at Station 105+00 (Doylestown, PA Quadrangle N: 4.6 inches; W: 8.6 inches, Latitude: 40° 16` 31"; Longitude: 75° 11` 10"). Permanent impact of 40 linear feet of intermittent stream channel (WUS-NT1C3); temporary impact of 105 linear feet of perennial stream channel (WUS-NT1C); permanent impact of 0.13 acre and temporary impact of 0.09 acre of forested wetland (NTIC). The proposed crossing will result in the discharge (that is, placement) of 564 SY and 2,727 CY of fill in the 100-year floodplain of the UNT to Neshaminy Creek.
4. To provide conveyance to maintain surface runoff and wetland hydrology by installing a diversion channel across a UNT to Neshaminy Creek and installing 130 feet each of two 18-inch RCP under the Parkway at Station 119+50 (Doylestown, PA Quadrangle N: 5.2 inches; W: 8.2 inches, Latitude: 40° 16` 42"; Longitude: 75° 10` 59"). Permanent impact of 323 linear feet of intermittent channel (WUSD-24).
5. To place fill for the Parkway and impact an emergent wetland which drains to a UNT to Neshaminy Creek at Station 119+75 (Doylestown, PA Quadrangle N: 5.1 inches; W: 8.1 inches, Latitude: 40° 16` 41"; Longitude: 75° 10` 58"). Permanent impact of 0.09 acre and temporary impact of 0.05 acre of emergent wetland (R-4).
6. To provide conveyance to maintain surface runoff and wetland hydrology by installing a diversion channel across a UNT to Neshaminy Creek and installing 130 feet each of two 18-inch RCP under the Parkway at Station 121+85 (Doylestown, PA Quadrangle N: 5.3 inches; W: 8.1 inches, Latitude: 40° 16` 44"; Longitude: 75° 10` 58"). Permanent impact of 120 linear feet of intermittent channel (WUSD-25).
7. To place fill for the Parkway and impact an emergent wetland and provide conveyance to maintain surface runoff and wetland hydrology by installing 27 feet of 18-inch RCP within a UNT to Neshaminy Creek at Station 123+50 (Doylestown, PA Quadrangle N: 5.3 inches; W: 8.0 inches, Latitude: 40° 16` 44"; Longitude: 75° 10` 55"). Permanent impact of 42 linear feet of intermittent channel (WUSD-27); permanent impact of 0.29 acre and temporary impact of 0.12 acre of emergent wetland (R-4A).
8. To excavate for Bristol Road and impact an emergent wetland and provide conveyance to maintain surface hydrology by installing a parallel drainage channel at Station 19+63 (Doylestown, PA Quadrangle N: 5.4 inches; W: 7.8 inches, Latitude: 40° 16` 47"; Longitude: 75° 10` 49"). Permanent impact of 204 linear feet of intermittent channel (WUSD-29) and permanent impact of 0.01 acre of emergent wetland (R-4B).
9. To cross Neshaminy Creek and impact a forested wetland and provide conveyance to maintain surface hydrology and wetland hydrology by installing a 524-foot, four-span composite prestressed concrete PA Bulb-Tee bridge with a width of 48 feet 9 inches resulting in a hydraulic opening (width) 98.7 feet, 150 feet, 150 feet, and 98.7 feet from span 1-4, respectively on both the upstream and downstream ends and minimum under clearance of 626` located at the eastern abutment within Neshaminy Creek at Station 152+00 (Doylestown, PA Quadrangle N: 6.0 inches; W: 7.0 inches, Latitude: 40° 16` 58"; Longitude: 75° 10` 27"). Permanent impact of 124 linear feet and temporary impact of 117 linear feet of perennial stream channel (WUS-MS1); temporary impact of 144 liner feet of intermittent stream channel (WUS-MS1-3); permanent impact of 0.03 acre and temporary impact of 0.26 acre of forested wetland (MS-1). The proposed crossing will result in the discharge (that is, placement) of 300 SY and 930 CY of permanent fill in the 100-year floodplain of Neshaminy Creek. A temporary partial causeway and bridge will be used at the upstream face of the bridge during construction. A temporary access road leading from SR 6202 to the temporary causeway is also proposed. The temporary causeway will result in the discharge (that is, placement) of 2,680 SY and 1,950 CY of temporary fill in the 100-year floodplain of Neshaminy Creek.
10. To place fill for the Parkway and impact a forested wetland which drains to Neshaminy Creek at Station 156+75 (Doylestown, PA Quadrangle N: 6.0 inches; W: 6.8 inches, Latitude: 40° 16` 59"; Longitude: 75° 10` 22"). Permanent impact of 0.07 acre of forested wetland (R-5).
11. To cross a perennial stream and impact a forested/scrub-shrub wetland and provide conveyance to maintain surface hydrology and wetland hydrology by installing 57-feet each of three 36-inch RCP that will be depressed 0.5 feet and installing a 42-foot by 11-foot bottomless precast concrete arch culvert with a length of 56 feet 0 25 inch, partially embedded resulting in a hydraulic opening (width) 28 feet upstream, 28 feet downstream and (height) 12.23 feet upstream, 12.73 feet downstream with a UNT to Neshaminy Creek at Station 181+00 (Doylestown, PA Quadrangle N: 6.5 inches; W: 5.7 inches, Latitude: 40° 17` 08"; Longitude: 75° 09` 55"). Temporary impact of 122 linear feet of perennial stream channel (WUS-NT4A); permanent impact of 0.23 acre and temporary impact of 0.32 acre of forested/scrub-shrub wetland (NT4A). The proposed crossing will result in the discharge (that is, placement) of 1,371 SY and 6,766 CY of fill in the 100-year floodplain of the UNT of Neshaminy Creek. A temporary stream crossing will also be used during construction. The crossing will consist of one 64-inch by 43-inch corrugated steel pipe arch with a length of 43 feet.
12. To place fill for the Parkway and provide conveyance to maintain surface runoff and wetland hydrology by installing 35 feet of 18-inch RCP within a UNT to Neshaminy Creek at Station 209+75 (Doylestown, PA Quadrangle N: 7.3 inches; W: 4.7 inch, Latitude: 40° 17` 25"; Longitude: 75° 09` 28"). Permanent impact of 233 linear feet of intermittent channel (WUSD-33).
13. To cross a perennial stream and impact a forested/emergent wetland and provide conveyance to maintain surface hydrology and wetland hydrology by installing 59-feet each of four 36-inch RCP that will be depressed 0.5 feet and installing a 118-foot, single-span composite prestressed concrete PA Buib-Tee bridge with a width of 48 feet 9 inches resulting in a hydraulic opening (width) 64 feet 10 1/4 inches upstream, 64 feet 10 1/4 inches downstream and (height) 10.17 feet upstream, 10.52 feet downstream within a UNT to Neshaminy Creek at Station 230+50 (Doylestown, PA Quadrangle N: 7.2 inches; W: 3.7 inches, Latitude: 40° 17` 22"; Longitude: 75° 09` 02"). Temporary impact of 234 linear feet of perennial stream channel (WUS-NT5A); permanent impact of 0.52 acre and temporary impact of 0.08 acre of forested/emergent wetland (NTSA). The proposed crossing will result in the discharge (that is, placement) of 1,193 SY and 9,197 CY of fill in the 100-year floodplain of a UNT to Neshaminy Creek.
14. To place fill for Ramp Q and provide conveyance to maintain surface runoff by installing 158 feet of 18-inch RCP and installing 52 feet of 18-inch RCP and installing 104 feet of 18-inch RCP and installing 153 feet of 24-inch RCP at Station 13+20 (Doylestown, PA Quadrangle N: 76 inches; W: 22 inches, Latitude: 40° 17` 31"; Longitude: 75° 08` 25"). Permanent impact of 534 linear feet of intermittent channel (WUSD-35) and permanent impact of 57 linear feet of intermittent channel (WUSD-35A) and permanent impact of 104 linear feet of intermittent channel (WUSD-35B) and permanent impact of 21 linear feet of intermittent channel (WUSD-35C) and permanent impact of 221 linear feet of intermittent channel (WUSD-36).
E09-933. Department of Transportation, 7000 Geerdes Boulevard, King of Prussia, PA 19406, Warrington, New Britain Townships, Bucks County, United States Army Corps of Engineers, Philadelphia District.
This application is part of an overall project for associated impacts, to construct and maintain the proposed approximately 9-mile segment of SR 6202 Parkway (Parkway). This project has been divided into three design/construction sections (701, 711 and 721). The limit for the entire project is between Welsh Road (SR 0063) in Montgomery Township, Montgomery County (Ambler, PA USGS Quadrangle N: 17.0 inches; W: 14.75 inches) and the existing SR 0611 Bypass in Doylestown Township, Bucks County (Doylestown, PA USGS Quadrangle N: 7.5 inches; W: 2.5 inches) and traverses through Montgomery Township in Montgomery County and Warrington, New Britain and Doylestown Townships in Bucks County. The Parkway includes a four-lane roadway between Welsh and Horsham Roads (SR 0463) and a two-lane roadway between Horsham Road and the SR 0611 Bypass. In addition, a 12-foot-wide shared-use path will be constructed within the right-of-way of the Parkway. The project proposes to permanently impact a total of approximately 6.33 acres of wetland (PEM/PSS/PFO). The construction of a total of 9.30 acres of wetland replacement is proposed at the Kansas Road mitigation site located near the intersection of County Line and Kansas Roads in Warrington Township, Bucks County.
This permit is for Section 711 and is the second submission for the SR 6202 construction project. The limit of work extends between County Line and Pickertown Roads, in Warrington Township, Bucks County.
The construction work in Section 711 includes the following water obstruction and encroachment activities:
1. To place fill and impact a UNT to Mill Creek (WWF, MF) at Station 25+59 (Doylestown, PA Quadrangle N: 1.7 inches; W: 11.0 inches, Latitude: 10° 02` 34.749" North; Longitude: 75° 12` 14.011" West). Fill for the Parkway will result in a permanent impact of 165 linear feet.
2. To place fill and impact a UNT to Mill Creek (WWF, MF) at Station 25+59 (Doylestown, PA Quadrangle N: 1.7 inches; W: 11.0 inches, Latitude: 40° 15` 34.767" North; Longitude: 75° 12` 13.553" West). Fill for the Parkway will result in a permanent impact of 184 linear feet.
3. To place fill and provide conveyance of hydrology with 138 feet of 48-inch RCP and 75 feet of 48-inch RCP that will be depressed 0.5 feet and impacted a UNT to Mill Creek (WWF, MF) at Station 26+58 (Doylestown, PA Quadrangle N: 1.7 inches; W: 11.0 inches, Latitude: 40° 15` 35.412" North; Longitude: 75° 12` 14.244" West). Plastic utility conduit will be installed inground above the pipes. Fill for Parkway will result in a permanent impact of 374 linear feet.
4. To place fill and provide conveyance of hydrology with 105 feet of 48-inch RCP that will be depressed 0.5 feet and impact a UNT to Mill Creek (WWF, MF) at Station 26+58 (Doylestown, PA Quadrangle N: 1.7 inches; W: 11.0 inches, Latitude: 40° 15` 35.412" North; Longitude: 75° 12` 14.224" West). Fill for the Parkway will result in a permanent impact of 82 linear feet and temporary impact of 25 linear feet.
5. Temporary disturbance of an intermittent tributary to Mill Creek (WWF, MF) for the construction of SUP at Station 18+74 (Doylestown, PA Quadrangle N: 2.4 inches; W: 11.0 inches, Latitude: 40° 15` 43.168" North; Longitude: 75° 12` 3.986" West) will temporarily impact 25 linear feet.
6. To place fill and impact a UNT to Mill Creek (WWF, MF) at Station 20+02 (Doylestown, PA Quadrangle N: 2.4 inches; W: 11.0 inches, Latitude: 40° 15` 43.709" North; Longitude: 75° 12` 5.648" West). Fill for the Parkway will result in a permanent impact of 145 linear feet.
7. Crossing of existing stream and forested wetland by installing a 48-foot by 12-foot bridge with a length of 102 feet with a minimum underclearance of 12 feet within an unnamed intermittent tributary to Mill Creek (WWF, MF) at Station 39+88 (Doylestown, PA Quadrangle N: 2.4 inches; W: 10.8 inches, Latitude: 40° 15` 46.698" North; Longitude: 75° 12` 6.522" West). Plastic utility conduit will be installed on the structure. The proposed structure and adjacent fill will not result in permanent impacts; however, 0.06 acre of wetland will have functional loss due to serial cover of the bridge. The proposed crossing will result in the discharge (that is, placement) of 2,750 ft2 and 1,935 cy3 of fill in the 100-year floodplain of the UNT to Mill Creek.
8. To place fill and impact a forested wetland tributary to Mill Creek (WWF, MF) at Station 24+24 (Doylestown, PA Quadrangle N: 2.4 inches; W: 11.0 inches, Latitude: 40° 15` 46.661" North; Longitude: 75° 12` 9.284" West). Fill for the Parkway will result in a permanent impact of 0.03 acre and temporary impact of 0.01 acre.
9. To place fill and impact a UNT to Mill Creek (WWF, MF) at Station 54+58 (Doylestown, PA Quadrangle N: 3.1 inches; W: 10.5 inches, Latitude: 40° 15` 59.865" North; Longitude: 75° 11` 59.024" West). Fill for the Parkway will result in a permanent impact of 2,035 linear feet.
10. To place fill and impact a UNT to Mill Creek (WWF, MF) at Station 56+30 (Doylestown, PA Quadrangle N: 3.1 inches; W: 10.4 inches, Latitude: 40° 15` 58.646" North, Longitude: 75° 11` 56.342" West). Fill for the Parkway will result in a permanent impact of 2,132 linear feet.
11. To place fill and impact a UNT to Mill Creek (WWF, MF) at Station 56.60 (Doylestown, PA Quadrangle N: 3.1 inches; W: 10.4 inches, Latitude: 40° 15` 58.646" North; Longitude: 75° 11` 56.342" West). Fill for the Parkway will result in a permanent impact of 2,132 linear feet.
12. To place fill and provide conveyance of hydrology with 83 feet of 24-inch RCP that will be depressed 0.5 feet and impact a forested wetland tributary to Neshaminy Creek (TSF, MF) at Station 66+33 (Doylestown, PA Quadrangle N: 3.4 inches; W: 10.0 inches, Latitude: 40° 16` 6.612" North; Longitude: 75° 11` 46.77" West). Fill for the Parkway will result in a permanent impact of 0.34 acre and temporary impact of 0.07 acre.
13. To place fill and provide conveyance to hydrology with 73 feet of 36-inch RCP that will be depressed 0.5 foot and impact a UNT to Neshaminy Creek (TSF, MF) at Station 66+56 (Doylestown, PA Quadrangle N: 3.4 inches; W: 10.0 inches, Latitude: 40° 16` 6.934" North; Longitude: 75° 11` 42.293" West). Fill for the Parkway will result in a permanent impact of 60 linear feet.
14. To place fill and provide conveyance of hydrology with two 86-foot lengths of 24-inch RCP and on 101-foot length of 36-inch RCP that will be depressed 0.5 feet and impact a forested wetland and UNT to Neshaminy Creek (TSF, MF) at Station 77+13 (Doylestown, PA Quadrangle N: 3.6 inches; W: 9.6 inches, Latitude: 40° 16` 10.548" North; Longitude: 75° 11` 33.856" West). Plastic utility conduit will be installed inground above the pipes. Fill for the Parkway will result in a permanent impact of 114 linear feet of stream and 0.51 acre of wetland and temporary impact to 25 linear feet of stream and 0.12 acre of wetland.
15. To place fill and impact a UNT to Neshaminy Creek (TSF, MF) at Station 92+21 (Doylestown, PA Quadrangle N: 3.6 inches; W: 9.6 inches, Latitude: 40° 16` 21.836"; Longitude: 75° 11` 21.694" West). Fill for the Parkway will result in a permanent impact of 550 linear feet.
The owner proposes to create, restore, enhance, and protect wetlands, streams, and riparian habitat as compensatory mitigation for impacts at the Kansas Road mitigation site.
E46-1034. Department of Transportation, 7000 Geerdes Boulevard, King of Prussia, PA 19406, Montgomery Township, Montgomery County, United States Army Corps of Engineers, Philadelphia District.
This application is part of an overall project for associated impacts, to construct and maintain the proposed approximately 9-mile segment of SR 6202 Parkway (Parkway). This project has been divided into three design/construction sections (701, 711 and 721). The limit for the entire project is between Welsh Road (SR 0063) in Montgomery Township, Montgomery County (Ambler, PA USGS Quadrangle N: 17.0 inches; W: 14.75 inches) and the existing SR 0611 Bypass in Doylestown Township, Bucks County (Doylestown, PA USGS Quadrangle N: 7.5 inches; W: 2.5 inches) and traverses through Montgomery Township in Montgomery County and Warrington, New Britain, and Doylestown Townships in Bucks County. The Parkway includes a four-lane roadway between Welsh and Horsham Roads (SR 0463) and a two-lane roadway between Horsham Road and the SR 0611 Bypass. In addition, a 12-foot-wide shared-use path will be constructed within the right-of-way of the Parkway. The project proposes to permanently impact a total of approximately 6.33 acres of wetland (PEM/PSS/PFO). The construction of a total of 9.30 acres of wetland replacement is proposed at the Kansas Road mitigation site located near the intersection of County Line and Kansas Roads in Warrington Township, Bucks County.
This permit for Section 711 is the second submission for the SR 6202 construction project. The limit of work extends between Horsham Road (SR 0463) in Montgomery Township, Montgomery County and County Line Road (SR 2038) in Montgomery Township, Montgomery County.
The construction work in Section 711 includes the following water obstruction and encroachment activities:
1. To place fill and impact a forested wetland, which drains to a UNT to Little Neshaminy Creek (WWF, MF) at Station 204+43 (Ambler, PA Quadrangle N: 20.9 inches; W: 14.4 inches, Latitude: 40° 14` 25.808" North; Longitude: 75° 13` 38.426" West). Permanent impact of 0.17 acre of wetland due to cut-fill for the Parkway and a stormwater management basin.
2. To place fill and provide conveyance to maintain surface hydrology and wetland hydrology by installing 84 feet of 60-inch RCP that will be depressed 0.5 foot within a UNT to Little Neshaminy Creek (WWF, MF) at Station 217+59 (Ambler, PA Quadrangle N: 21.4 inches; W: 13.6 inches, Latitude: 40° 14` 31.81" North; Longitude: 75° 13` 23.407" West). Plastic utility conduit will be installed inground above the pipe. The proposed work will temporarily impact 8 linear feet and permanently impact 118 linear feet of stream channel. The proposed fill to forested wetland will temporarily impact 0.03 acre and permanently impact 0.16 acre.
3. To place fill and provide conveyance to maintain surface hydrology and wetland hydrology by installing 96 feet of 36-inch RCP that will be depressed 0.5 feet within a forested wetland in the Little Neshaminy Creek (WWF, MF) Watershed at Station 220+46 (Ambler, PA Quadrangle N: 21.4 inches; W: 13.6 inches, Latitude: 40° 14` 32.53" North; Longitude: 75° 13` 20.484" West). The proposed fill to forested wetland will temporarily impact 0.05 acre of permanently impact 0.21 acre.
4. To place fill to provide conveyance to maintain surface hydrology and wetland hydrology by installing 64 feet of 30-inch RCP, 67 feet of 30-inch RCP, 40 feet of 30-inch RCP and 73 feet of 30-inch RCP that will be depressed 0.5 feet within UNTs to Little Neshaminy Creek (WWF, MF) at Station 232+85 (Ambler, PA Quadrangle N: 21.9 inches; W: 13.3 inches, Latitude: 40° 14` 42.869" North; Longitude: 75° 13` 11.069" West). Plastic Utility conduit will be installed inground below the pipes. The proposed work will temporarily impact 14 linear feet and permanently impact 213 linear feet of stream channel. The proposed fill to forested wetland will temporarily impact 0.19 acre and permanently impact 0.76 acre.
5. To place fill and impact a UNT to Little Neshaminy Creek (WWF, MF) at station 235+60 (Ambler, PA Quadrangle N: 21.9 inches; W: 13.3 inches, Latitude: 40° 14` 43.54" North; Longitude: 75° 13` 10.211" West). Fill for the Parkway will result in a permanent impact of 63 linear feet.
6. To place fill and provide conveyance to maintain surface hydrology and wetland hydrology by installing 73 feet of 24-inch RCP that will be depressed 0.5 foot within an intermittent stream and forested wetland in the Little Neshaminy Creek (WWF, MF) Watershed at Station 239+07 (Ambler, PA Quadrangle N: 22.0 inches; W: 13.1 inches, Latitude: 40° 14` 47.153" North; Longitude: 75° 13` 6.522" West). Plastic utility conduit will be installed inground above the pipe. The proposed fill to forested wetland will temporarily impact 7 linear feet of stream channel of 0.04 acre of forested wetland and permanently impact 107 linear feet of stream and 0.10 acre of wetland.
7. Crossing of existing stream and forest/scrub wetland by installing a 48-foot by 5-foot spread box beam bridge with a length of 73.5 feet across an unnamed intermittent tributary to Little Neshaminy Creek (WWF, MF) at Station 246+86 (Ambler, PA Quadrangle N: 22.4 inches; W: 12.9 inches, Latitude: 40° 14` 53.246" North; Longitude: 75° 13` 0.811" West). The minimum underclearance is 5.3 feet. Plastic utility conduit will be installed on the structure. The proposed aerial cover will result in the functional loss of 0.02 acre of wetland; 0.06 acre of wetland will be permanently impacted by the construction of the structure and associated fill. The proposed crossing will result in the discharge (that is, placement) of 2,150 ft2 and 1,480 cy3 of fill in the 100-year floodplain of the UNT to Little Neshaminy Creek.
8. Crossing of existing stream and forested wetland by installing a 48-foot by 11-foot spread box beam bridge with a length of 73.5 feet and 11.2 foot minimum underclearance within an unnamed intermittent tributary to Little Neshaminy Creek (WWF, MF) at Station 254+92 (Ambler, PA Quadrangle N: 22.7 inches; W: 12.6 inches, Latitude: 40° 14` 59.324" North; Longitude: 75° 12` 53.18" West). Plastic utility conduit will be installed on the structure. The proposed structure and adjacent fill will permanently impact 0.19 acre of forested wetland, with an additional 0.03 acre of functional loss due to the aerial coverage. The proposed crossing will result in the discharge (that is, placement) of 16,160 ft2 and 5,981 cy3 of fill in the 100-year floodplain of the UNT of Little Neshaminy Creek. A temporary steam crossing will be used during construction. The crossing will consist of three smooth lined corrugated plastic pipes, 60-inch diameters that are 25 feet long. A temporary sandbag dam will be on the upstream end of the pipe and a rock filter will be used on the downstream end. The impact for this temporary pipe crossing is 15 linear feet of stream and 0.09 acre of wetland.
9. To place fill and impact a UNT to Little Neshaminy Creek (WWF, MF) at Station 259+05 (Doylestown, PA Quadrangle N: 0.3 inch; W: 12.5 inches, Latitude: 40° 15` 2.343" North; Longitude: 75° 12` 49.722" West). Fill for the Parkway will result in a permanent impact of 95 linear feet.
10. To place fill and impact a forested/emergent wetland tributary to Little Neshaminy Creek (WWF, MF) at Station 260+16 (Doylestown, PA Quadrangle N: 0.3 inch; W: 12.5 inches, Latitude: 40° 15` 3.414" North; Longitude: 75° 12` 49.39" West). Fill for the Parkway will result in a permanent impact of 0.13 acre and temporary impact of 0.04 acre.
11. To place fill and impact a UNT to Little Neshaminy Creek (WWF, MF) and forested wetland at Station 262+33 (Doylestown, PA Quadrangle N: 0.3 inch; W: 12.5 inches, Latitude: 40° 15` 5.213" North; Longitude: 75° 12` 47.75" West). Fill for the Parkway will result in a permanent impact of 146 linear feet and 0.01 acre.
12. To place fill and impact a scrub/shrub/emergent wetland tributary to Little Neshaminy Creek (WWF, MF) at Station 270+71 (Doylestown, PA Quadrangle N: 0.5 inch; W: 12.0 inches, Latitude: 40° 15` 10.858" North; Longitude: 75° 12` 40.154" West). Fill for the Parkway will result in a permanent impact of 0.06 acre and temporary impact to 0.05 acre.
13. To place fill and provide conveyance to maintain surface hydrology by installing 90 feet of 24-inch RCP depressed 0.5 feet, which will impact a scrub/shrub/emergent wetland tributary to Little Neshaminy Creek (WWF, MF) at Station 272+82 (Doylestown, PA Quadrangle N: 0.5 inch; W: 120 inches, Latitude: 40° 15` 11.471" North; Longitude: 75° 12` 37.48" West). Fill for the Parkway will result in a permanent impact of 0.11 acre and temporary impact to 0.03 acre.
Southwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
E02-584-A7. Hanson Aggregates PMA, Inc., 2200 Springfield Pike, Connellsville, PA 15425, in The City of Aliquippa, Baden Borough, and Hopewell Township, Beaver County, United States Army Corps of Engineers, Pittsburgh District. To amend Permit E02-584, which authorizes commercial sand and gravel dredging in select areas of the Allegheny River (WWF) and Ohio River (WWF), subject to review of fish surveys, mussel surveys and prescribed setbacks in Allegheny, Armstrong, Beaver and Westmoreland Counties to include Ohio River Mile Points 19.2 to 20.2 (Upstream beginning point: Baden, PA Quadrangle N: 0.4 inch; W: 15.0 inches, Latitude: 40° 37` 37.1"; Longitude: 80° 13` 59.8". Downstream end point: Baden, PA Quadrangle N: 2.9 inches; W: 15.3 inches, Latitude: 40° 38` 28.7"; Longitude: 80° 14` 9.12"), left descending banks in The City of Aliquippa, Baden Borough, and Hopewell Township, Beaver County.
E02-919-A7. Tri-State River Products, Inc., Box 218, 334 Insurance Street, Beaver, PA 15009, in The City of Aliquippa, Baden Borough, and Hopewell Township, Beaver County, United States Army Corps of Engineers, Pittsburgh District. To amend Permit E02-919, which authorizes commercial sand and gravel dredging in select areas of the Allegheny River (WWF) and Ohio River (WWF), subject to review of fish surveys, mussel surveys and prescribed setbacks in Allegheny, Armstrong, Beaver and Westmoreland Counties to include Ohio River Mile Points 19.2 to 20.2 (Upstream beginning point: Baden, PA Quadrangle N: 0.4 inch; W: 15.0 inches, Latitude: 40° 37` 37.1"; Longitude: 80° 13` 59.8". Downstream end point: Baden, PA Quadrangle N: 2.9 inches; W: 15.3 inches, Latitude: 40° 38` 28.7"; Longitude: 80° 14` 9.12"), left descending banks in The City of Aliquippa, Baden Borough, and Hopewell Township, Beaver County.
E02-1042-A2. Butler Concrete and Supply Company, 409 Saxonburg Boulevard, Saxonburg, PA 16056. To extend an existing retaining wall in East Deer Township, Allegheny County, United States Army Corps of Engineers, Pittsburgh District. The applicant proposes to amend Permit No. E02-1042-A1 to extend and maintain the existing retaining wall an additional 110.0 feet in the channel and along the right bank of the Allegheny River (WWF) for the purpose of providing better access to the Butler Concrete & Supply Company. The project is located near River Mile 19.6 and will impact approximately 135.0 linear feet of stream channel.
E02-1326-A7. Glacial Sand and Gravel Company, P. O. Box 1022, Kittanning, PA 16201, in the City of Aliquippa, Baden Borough, and Hopewell Township, Beaver County, United States Army Corps of Engineers, Pittsburgh District. To amend Permit E02-1326, which authorizes commercial sand and gravel dredging in select areas of the Allegheny River (WWF) and Ohio River (WWF), subject to review of fish surveys, mussel surveys and prescribed setbacks in Allegheny, Armstrong, Beaver and Westmoreland Counties to include Ohio River Mile Points 19.2 to 20.2 (Upstream beginning point: Baden, PA Quadrangle N: 0.4 inch; W: 15.0 inches, Latitude: 40° 37` 37.1"; Longitude: 80° 13` 59.8". Downstream end point: Baden, PA Quadrangle N: 2.9 inches; W: 15.3 inches, Latitude: 40° 38` 28.7"; Longitude: 80° 14` 9.12"), left descending banks in the City of Aliquippa, Baden Borough, and Hopewell Township, Beaver County.
E02-1598. Springdale Borough, P. O. Box 153, Springdale, PA 15144. To construct an outfall in Springdale Borough, Allegheny County, United States Army Corps of Engineers, Pittsburgh District (New Kensington West, PA Quadrangle N: 7.5 inches; W: 2.9 inches, Latitude: 40° 32` 29"; Longitude: 79° 46` 15"). The applicant proposes to construct and maintain a 42-inch diameter outfall structure 263.0 linear feet in length on the right bank of Riddle Run (WWF) and to place and maintain rip rap along the left and right banks of said stream for a distance of approximately 30.0 feet for the purpose of discharging stormwater from Butler Road and other roads into Riddle Run. The project is located approximately 800.0 feet north from the confluence of Riddle Run and the Allegheny River and will impact approximately 30.0 linear feet of stream channel.
DAM SAFETY Central Office: Bureau of Waterways Engineering, 400 Market Street, Floor 3, P. O. Box 8554, Harrisburg, PA 17105-8554.
D56-117. Lake George Dam, The Buncher Company c/o Joseph M. Jackovic, Penn Liberty Plaza 1, Suite 300, 1300 Penn Avenue, Pittsburgh, PA 15222. To operate and maintain Lake George Dam according to the regulatory requirements and to install piezometers on the downstream embankment. The Lake George Dam is located across Kooser Run (HQ-CWF), impacting 0.0 acres of wetlands with no proposed impacts to the stream channel (Seven Springs, PA Quadrangle N: 10.9 inches; W: 16.9 inches) in Jefferson Township, Somerset County.
D40-227. Croops Dam, Greg Dischinat, 180 Nazareth Drive, Nazareth, PA 18064. To rehabilitate, operate, and maintain the Croops Dam across a tributary to Hunlock Creek (CWF), impacting 50 linear feet of stream channel, for the purpose of rehabilitating the deteriorated dam in order to restore the approximately 4-acre recreational lake. Work includes constructing a new spillway structure and rebuilding the earthfill embankment (Nanticoke, PA Quadrangle N: 16.0 inches; W: 12.9 inches) in Hunlock Township, Luzerne County.
ACTIONS
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
FINAL ACTIONS TAKEN FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS The Department of Environmental Protection (Department) has taken the following actions on previously received applications for new, amended and renewed NPDES and WQM permits, applications for permit waivers and Notices of Intent (NOI) for coverage under general permits. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing provisions of The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
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 related to industrial, animal or sewage wastes discharges, discharges to groundwater and discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities and concentrated animal feeding operations (CAFOs). Section VII contains notices for parties who have submitted NOIs for coverage under general NPDES permits. The approval for coverage under general NPDES permits is subject to applicable effluent limitations, monitoring, reporting requirements and other conditions set forth 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 set forth in the respective permit. 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, 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 the Administrative Agency Law), to the Environmental Hearing Board, Second Floor, Rachel Carson State Office Building, 400 Market Street, P. O. Box 8457, Harrisburg, PA 17105-8457, (717) 787-3483. TDD users should contact the Environmental Hearing Board (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 of the Board at (717) 787-3483. This paragraph does not, in and of itself, create any right of appeal beyond that permitted by applicable statutes and decision law.
For individuals who wish to challenge an action, appeals 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.
I. NPDES Renewal Permit Actions
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0085138
(Sew)Five Forks Brethren in
Christ Church
9244 Five Forks Road
Waynesboro, PA 17268Franklin County
Quincy TownshipUNT West Branch Antietam Creek
13-CY PA0083186
(Sew)HMSHOST
Turnpike Travel Plazas
Sideling Hill Service Plaza
P. O. Box 8
Middletown, PA 17057Fulton County
Taylor TownshipLick Branch Wooden Bridge Creek
12-CY PAG2003803042R Don Lechleitner
Springbrook Farms, Inc.
1840 Fishburn Road
Hershey, PA 17033Lebanon County
South Londonderry Township
Swatara Creek
WWFY PAR10P191-R George Christianson
Shadow Creek, LLC
411 Chestnut Street
Lebanon, PA 17042Lebanon County
North Cornwall TownshipSnitz Creek
TSFY Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0209571 Romain Dorman
Small Flow Treatment Facility
1665 Johnstown Road
Mifflinburg, PA 17844West Buffalo Township
Union CountyNorth Branch Buffalo Creek
10CY Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N PA0097110
Industrial WasteShade Landfill, Inc.
1176 Number 1 Road
Cairnbrook, PA 15924Somerset County
Shade TownshipLaurel Run Y PA0219363
SewagePyramid Healthcare, Inc.
1216 11th Avenue
Altoona, PA 16601Cambria County
Reade TownshipPowell Run Y 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 ? PA0239241 Carol Millett
9213 Old State Road
Conneaut Lake, PA 16316
Sadsbury Township
Crawford CountyUNT to Conneaut Outlet
16-DY
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. PA0055891, Industrial Waste, Henderson Road Superfund Site Technical Steering Committee, c/o RT Environmental Services, Inc., 215 West Church Road, Suite 301, King of Prussia, PA 19406. This proposed facility is located in Upper Merion Township, Montgomery County.
Description of Proposed Action/Activity: Approval for the renewal to discharge treated groundwater from the facility know as Henderson Road Superfund Site to a UNT to the Schuylkill River in Watershed 3F.
NPDES Permit No. PA00300231, Amendment No. 1, Sewage, Bryn Athyn Borough, P. O. Box 683, 2835 Bucks Road, Bryn Athyn, PA 19009. This proposed facility is located in Bryn Athyn Borough, Montgomery County.
Description of Proposed Action/Activity: Approval for the amendment to incorporate maximum monthly flow of 0.08 mgd to discharge into a UNT to Huntingdon Valley Creek in Watershed 3J.
NPDES Permit No. PA0024180, Sewage, Berks-Montgomery Municipal Authority, 136 Municipal Drive, Gilbertsville, PA 19525-0370. This proposed facility is located in Douglass Township, Montgomery County.
Description of Proposed Action/Activity: Approval for the renewal to discharge treated sewage from the Swamp Creek STP in Perkiomen Watershed 3E.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES Permit No. PA0247715, Sewage, Greater Gettysburg Development Co., LLC, 601 Mason Dixon Road, Gettysburg, PA 17325. This proposed facility is located in Straban Township, Adams County.
Description of Proposed Action/Activity: Authorization to discharge to a UNT of Rock Creek in Watershed 13-D.
NPDES Permit No. PA0083607, Sewage, Union Township, 3111 SR 72, Jonestown, PA 17038. This proposed facility is located in Union Township, Lebanon County.
Description of Proposed Action/Activity: Authorization to discharge to the Forge Creek in Watershed 7-D.
NPDES Permit No. PA0261190, Sewage, Tiger Properties, Four East High Street, Carlisle, PA 17013. 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. PA0087980, Amendment 1, CAFO, Alan Rice and Brian Brechbill, Dream Farms, 13689 Dream Highway, Newburg, PA 17240. This proposed facility is located in Lurgan Township, Franklin County.
Description of Size and Scope of Proposed Operation/Activity: Transfer of Permit.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
NPDES Permit No. PA0035246, Industrial Waste, Municipal Authority of Westmoreland County, P. O. Box 730, Greensburg, PA 15601. This proposed facility is located in Dunbar Township, Fayette County.
Description of Proposed Action/Activity: Permit issuance to discharge from a facility located at Indian Creek Water Filtration Plant to receiving waters named Youghiogheny River.
NDPES Permit No. PA0253871, Sewage, Lone Hill Development, LP, 212 Sussex Way, McMurray, PA 15317. This proposed facility is located in Green Hills Borough, Washington County.
Description of Proposed Action/Activity: Permit issuance to discharge treated sewage from Lone Pine Estates Sewage Treatment Plant.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES Permit No. PA0222216, Sewage, Edinboro Conference Campground, 12940 Fry Road, Edinboro, PA 16412. This proposed facility is located in Washington Township, Erie County.
Description of Proposed Action/Activity: This application is for a new NPDES permit to discharge treated sanitary sewage from a seasonally operated campground to a UNT to Boles Run.
NPDES Permit No. PA0103446, Industrial Waste, Amendment No. 2, Veolia ES Greentree Landfill, LLC, 635 Toby Road, Kersey, PA 15846. This proposed facility is located in Fox Township, Elk County.
Description of Proposed Action/Activity: This application is for an amendment to an NPDES Permit, for addition of new stormwater outfalls and a restructuring of existing stormwater outfalls, as a result of the proposed landfill expansion. This is a minor discharge.
III. WQM Industrial Waste and Sewerage Actions under The Clean Streams Law (35 P. S. §§ 691.1--691.1001)
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 3808401, Sewage, Union Township, 3111 SR 72, Jonestown, PA 17038. This proposed facility is located in Union Township, Lebanon County.
Description of Proposed Action/Activity: Permit approval for the construction/operation of sewerage facilities consisting of influent pump station, two sequencing batch reactors, post equalization tanks, three effluent pumps, cloth media tertiary filters, UV disinfection, two aerobic digesters and post aeration.
WQM Permit No. 6703405 08-1, Sewage, Stewartstown Borough Authority, c/o Stewartstown Borough Office, 6 North Main Street, Stewartstown, PA 17363. This proposed facility is located in Hopewell Township, York County.
Description of Proposed Action/Activity: Permit approval for the construction of sewage facilities consisting of modifications to the thickener including a 600 gpm submersible pump.
WQM Permit No. 2108405, Sewage, Tiger Properties, Four East High Street, Carlisle, PA 17013. This proposed facility is located in North Middleton Township, Cumberland County.
Description of Proposed Action/Activity: Permit approval for the construction/operation of a small flow treatment facility with septic tank, peat filter and chlorine disinfection discharging to the Conodoguinet Creek.
WQM Permit No. 2898201, Transfer No. 1, CAFO, Alan Rice and Brian Brechbill, Dream Farms, 13689 Dream Highway, Newburg, PA 17240. This proposed facility is located in Lurgan Township, Franklin County.
Description of Proposed Action/Activity: Transfer of Permit.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. WQG018663, Sewerage, Theodore Lowe, 639 West Sunbury Road, West Sunbury, PA 16061. This proposed facility is located in Center Township, Butler County.
Description of Proposed Action/Activity: Issuance of a single-residence Sewage Treatment Plant.
WQM Permit No. WQG028316, Sewerage, Pleasant Township, P. O. Box 865, Warren, PA 16365. This proposed facility is located in Pleasant Township, Warren County.
Description of Proposed Action/Activity: This proposed pump station will replace the ejector station, while performing the same general duty. This project will not change the volume or quantity of waste entering the collection system.
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA.
WQM Permit No. WQG02090818, Sewerage, Lower Makefield Township Sewer Authority, 1100 Edgewood Road, Yardley, PA 19067. This proposed facility is located in Lower Makefield and Newtown Townships, Bucks County.
Description of Action/Activity: Construction and operation of a sewer extension.
WQM Permit No. 4608409, Sewerage, Upper Providence Township, 1286 Black Rock Road, Oaks, PA 19456. This proposed facility is located in Upper Providence Township, Montgomery County.
Description of Action/Activity: Installation of a sanitary sewer interceptor.
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
Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI024808011 Arcadia East Associates
No. 1, LP
100 Gateway Drive
Suite 310
Bethlehem, PA 18017Northampton East Allen Township Monocacy Creek
HQ-CWFPAI026404002(2) Duck Harbor Company
R. R. 1
Box 214C
Equinunk, PA 18417Wayne Lebanon and
Damascus TownshipsLittle Equinunk Creek
HQ-CWFSouthcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI000108001 CVDA, LLP
Dannie Holsinger
113 Country Club Road
Fairfield, PA 17320Adams Hamiltonban Middle Creek
HQ-CWF
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 40 CFR 123.23(d).
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