[50 Pa.B. 4303]
[Saturday, August 22, 2020]
[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. 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 provi- sions 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 or to the issuance of a Dam Permit or Water Obstruction and Encroachment Permit, or the approval of an Environmental Assessment must submit any comments, suggestions or objections within 30-days of the date of this notice, as well as any questions to the office noted above 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. 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 the hours of 8:00 AM and 4:00 PM on each working day at the office noted above the application.
If you are a person with a disability and wish to attend the hearing and you require an auxiliary aid, service or other accommodation to participate in the proceedings, please contact the specified program. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
WATER OBSTRUCTIONS AND ENCROACHMENTS
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 of the Federal Water Pollution Control Act (33 U.S.C.A. § 1341(a)).
Southeast Region: Waterways & Wetlands Program Manager, 2 East Main Street, Norristown, PA 19401, Telephone 484.250.5160, E-mail: ra-epww-sero@pa.gov.
Permit No. E1501220-026, PECO Energy Company, 2301 Market Street, Philadelphia, PA 19103, Tredyffrin Township, Chester County, ACOE Philadelphia District.
PECO Energy Company is proposing to construct a total of 1,270 linear feet of 5-inch diameter plastic electrical conduit using the method of horizontal directional drill (HDD) along North Valley Road with the construction and maintenance of 285 linear feet of 5-inch plastic electrical conduit within the floodway of Valley Creek (EV, MF) resulting in 285 linear feet (119 square feet) of permanent floodway impact and 295 linear feet (1,475 square feet) of temporary floodway impact due to drilling pits and erosion & sedimentation BMP controls.
This project is located adjacent to North Valley Road, north and south of North Valley Bridge over Valley Creek in Tredyffrin Township, Chester County (USGS PA Valley Forge Quadrangle—Latitude 40.065245, Longitude 75.489980 W).
Permit No. EA1501220-021/WL1501220-002, Natural Lands Trust, 640 South Swedesford Road, Ambler, PA 19002, West Vincent Township, Chester County, ACOE Philadelphia District.
Natural Lands Trust is proposing to daylight and restore an intermittent unnamed tributary to Pickering Creek (HQ-TSF) by removing a 238-foot long, 24-inch RCP culvert associated with the Bryn Coed Farm Preserve—Pickering Creek Headwaters Restoration Design Project. Construction activities will result in 278 linear feet (929 square feet, 0.002 acre) of stream restoration, 696 square feet (0.02 acre) of permanent floodway impact, and 665 square feet (0.02 acre) of temporary floodway impact due to removal of the 24-inch culvert, to perform grading and temporary workspace. Additional impacts include impact to a wetland area which includes 16,890 square feet (0.39 acre) of permanent indirect wetland impact due to dewatering operations and 333 square feet (0.01 acre) of temporary wetland impact due to the placement of timber matting and dewatering operations. All activities are to be covered under the Waiver 16.
This project is located within the Bryn Coed Farm Preserve in West Vincent Township, Chester County (USGS PA Pottstown Quadrangle—Latitude 40.127217 N, Longitude 75.629371 W).
Northeast Region: Waterways & Wetlands Program, 2 Public Square, Wilkes-Barre, PA 18701-1915.
Contact: Gillian Ostrum, Clerk Typist 2, 570-830-3077.
E3902220-028. Eric Scheler, 10285 Ziegels Church Road, Upper Macungie, PA 18031, in Upper Macungie Township, Lehigh County, U.S. Army Corps of Engineers, Philadelphia District.
To construct and maintain a stream crossing of an Unnamed Tributary of the Schaefer Run (HQ-CWF, MF) and a de minimus area of adjacent PFO wetlands (EV) consisting of a 40-foot long, 42-inch diameter circular HDPE culvert having an invert depressed 6-inch below existing streambed elevation. The purpose of the project is to provide access to an existing dwelling located at 10285 Ziegels Church Road. The project is located approximately 0.2 mile southwest of the intersection of Weiss Road and Ziegels Church Road (Topton, PA Quadrangle Latitude: 40° 33` 48"; Longitude: -75° 40` 35") in Upper Macungie Township, Lehigh County. (Topton, PA Quadrangle, Latitude: 40° 33` 48"; Longitude: -75° 40` 35").
E3902220-024. City of Allentown, 3000 Parkway Boulevard, Allentown, PA 18104, in Allentown City, Lehigh County, U.S. Army Corps of Engineers, Philadelphia District.
To construct and maintain a section of the Jordan Creek Greenway Trail. The proposed 10-foot wide paved multi-use path is in a detailed FEMA Flood Zone of Jordan Creek (TSF, MF). The total limit of disturbance is 4.5 acres. Of the 4.5 acres, 1.22 acre is in the floodway, 2.22 acres is in the 100-year floodplain (Zone AE), and 0.17 acre is located in the 100-year floodplain (Zone X). The project is located in the City of Allentown, Lehigh County. Quadrangle Latitude: 40° 36` 54" Longitude: -75° 28` 05".
E5402220-024. Tamaqua Partners Site, LLC, 690 Iron Street, Lehighton, PA 18235, in Tamaqua Borough, Schuylkill County, U.S. Army Corps of Engineers, Philadelphia District.
To fill and maintain a 0.2-acre area within the floodway of the Little Schuylkill River (CWF, MF) consisting of a portion of a 9,266 ft2 building addition, a loading dock, a concrete sidewalk, and a 6-inch diameter PVC sewer line with concrete manholes. The project is located directly east of the existing Boyers Food Market building, directly southwest of the intersection of Spruce Street and Cedar Street (Tamaqua, PA Quadrangle Latitude: 40° 47` 46.11" Longitude: -75° 58` 1.66") in Tamaqua Borough, Schuylkill County. (Tamaqua, PA Quadrangle, Latitude: 40° 47` 46.11"; Longitude: -75° 58` 1.66").
E3502220-022. Langen Development Economics LLC, 203 W Monroe Street, Easton, PA 18042, in Olyphant Borough, Lackawanna County, U.S. Army Corps of Engineers, Baltimore District.
To fill seven isolated wetland pockets that were created as a result of past earth moving operations on the site. The site is a proposed 1 million square foot warehouse facility. The wetlands have been field delineated and survey located. The project proposes to mitigate the wetland impacts, approximately 0.9 acre. The proposed mitigation area is located 500 feet east of eastern part of the proposed warehouse development. The mitigation will be accomplished by further enlarging a wetland that was previously subject to enlargement under a separate mitigation project, # E35-452. The treated stormwater from the new project site will be directed into the wetland mitigation site to maintain hydrology. The project is located on Corporate Way (Condell Park Drive) in Olyphant Borough, Lackawanna County. Quadrangle Latitude: 41° 27` 49.10" Longitude: -75° 35` 16.40".
E3902220-001. Justin Strahorn, 404 N. Sumneytown Pike, Suite 200, North Wales, PA 18041, in Upper Milford Township, Lehigh County, U.S. Army Corps of Engineers, Philadelphia District.
To construct and maintain a 24-inch reinforced concrete pipe, riprap apron, and endwall for outfall to Liebert Creek (HQ-CWF, MF). The proposed outfall structure will not impact the watercourse but will require excavation within 50-feet of the floodplain.
To construct and maintain a 30-feet long x 6-feet wide pedestrian bridge over Liebert Creek (CWF, MF), one 8-inch waterline, and one 3-inch sanitary forcemain, UNT to Liebert Creek (HQ-CWF, MF). The proposed bridge passes the 100-year flood event with an elevation of 666.18 ft. The project is located on Main Road West in Upper Milford Township, Lehigh County. Quadrangle Latitude: 40° 30` 21.14" Longitude: -75° 30` 38.28".
Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110.
E2203220-025. Core 5 Industrial Partners LLC, 1250 N. Mountain Road, Harrisburg, PA 17112 in Londonderry Township, Dauphin County, U.S. Army Corps of Engineers Baltimore District.
To 1.) place and maintain fill in palustrine emergent/forested wetlands impacting 7.24 acres of palustrine emergent and 0.01 acre of palustrine forested wetland; and 2.) place and maintain fill in unnamed tributaries to Lynch Run (TSF, MF), permanently impacting 1,225 linear feet of stream, all for the purpose of constructing proposed distribution warehouses. The project will occur on two separate properties located along S.R. 230 (Latitude: 40° 11` 22.45" N; Longitude: 76° 40` 22.34" W; and Latitude: 40° 12` 2.29" N; Longitude: 76° 42` 35.22" W) in Londonderry Township, Dauphin County. To compensate for wetland impacts, the applicant proposes to create 7.60 acres of palustrine emergent/scrub shrub wetlands and to enhance 4.0 acres of existing palustrine emergent wetlands through tree plantings on the property located at Latitude: (40° 12` 2.29" N); Longitude: (76° 42` 35.22" W).
E2203220-002. H-T Partners LLC, P.O. Box 277, Landisville, PA 17538 in Middletown Borough, Dauphin County, U.S. Army Corps of Engineers Baltimore District.
To 1.) install and maintain a 24.0-inch diameter SLCPP in an unnamed tributary to Swatara Creek (WWF, MF); and 2.) place and maintain fill in palustrine forested wetlands, permanently impacting 0.01 acre of wetland; all for the purpose of expanding a residential subdivision. The project is located north of the intersection of Woodland Avenue and Vine Street (Latitude: 40° 12` 44.46" N; Longitude: 76° 43` 31.57" W) in Middletown Borough, Dauphin County. Wetland impacts are de minimus and replacement is not required.
Eastern Region: Oil and Gas Management Program Manager, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448.
E0829220-025: Appalachia Midstream, LLC, 30351 Route 6, Wysox, PA 18854, Monroe Township, Bradford County, ACOE Baltimore District.
To construct, operate and maintain:
1. a 10-inch diameter natural gas line and a temporary timber mat bridge impacting 4,095 square feet of a Palustrine Forested Wetland (EV) (Dushore, PA Quadrangle, Latitude: 41° 36` 54", Longitude: -76° 29` 41");
2. a temporary timber mat bridge impacting 173 square feet of a Palustrine Emergent Wetland (Dushore, PA Quadrangle, Latitude: 41° 36` 53", Longitude: -76° 29` 32");
3. a 10-inch diameter natural gas line and a temporary timber mat bridge impacting 57 linear feet of an unnamed tributary to Ladds Creek (CWF, MF) and impacting 3,093 square feet of an adjacent Palustrine Forested Wetland (EV) and 828 square feet of an adjacent Palustrine Scrub-Shrub Wetland (EV) (Dushore, PA Quadrangle, Latitude: 41° 36` 55", Longitude: -76° 29` 10");
4. a 10-inch diameter natural gas line and a temporary timber mat bridge impacting 12,197 square feet of a Palustrine Emergent Wetland (Dushore, PA Quadrangle, Latitude: 41° 32` 49", Longitude: -76° 16` 29");
5. a 10-inch diameter natural gas line and a temporary timber mat bridge impacting 349 square feet of a Palustrine Emergent Wetland (EV) (Dushore, PA Quadrangle, Latitude: 41° 32` 54", Longitude: -76° 16` 50");
The project will result in 57 linear feet or 174 square feet of temporary stream impacts and 12,719 square feet (0.29 acre) of PEM, 828 square feet (0.02 acre) of PSS and 7,188 square feet (0.17 acre) of PFO wetland impacts all for the purpose of installing a natural gas pipeline with associated access roadways for Marcellus shale development in Monroe Township, Bradford County.
Regional Permit Coordination Office: Domenic Rocco, PE, Program Manager, Rachel Carson State Office Building, 400 Market Street, 10th Floor, Harrisburg, PA 17101, 717-772-5987.
E0983220-024. Pennsylvania Turnpike Commission, 700 S. Eisenhower Blvd, Middletown, PA 17057. Milford and West Rockhill Townships, Bucks County, U.S. Army Corps of Engineers, Philadelphia District.
To authorize and maintain the following water obstructions and encroachments associated with the Bucks County portion of the PA Turnpike Northeast Extension Roadway and Bridge Reconstruction MP A37.4 to MP A43.3:
1. To place fill for southbound lane widening within wetland (WW5). Permanent impact (RA-W14) of 0.177 acre (7,707 square feet) of PEM wetland (WW5). The proposed permanent fill will consist of earthfill and rock for the widened roadway and new embankment, one 18-inch pipe (RCP, HDPE, or CMP) for a roadway drainage outfall (OF-7), and new roadway pavement and guiderail. (Lat. 40.369187°, Long. -75.401250°)
2. To excavate and place fill to construct a new drainage swale (Swale 9) along the proposed roadway embankment's toe-of-slope within wetland (WW5). Permanent impact (RA-W15) of 0.129 acre (6,363 square feet) of PEM wetland (WW5). The proposed permanent fill will consist of earthfill for the berm along the new drainage swale. (Lat. 40.369482°, Long. -75.401482°)
3. To place fill for northbound lane widening within wetland (EW16). Permanent impact (RA-W18) of 0.160 acre (6,967 square feet) of PFO wetland (EW16). The proposed permanent fill will consist of earthfill and rock for the new roadway embankment. (Lat. 40.368566°, Long. -75.400286°)
4. To place fill for northbound lane widening in a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW19). Permanent impact (RA-S7) of 472 linear feet (3,928 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (EW19). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the roadway embankment, new roadway pavement and guiderail, and the concrete wingwall and rock armoring associated with the new NB-200 bridge structure. (Lat. 40.368652°, Long. -75.400323°)
5. To replace an existing 68.79-foot long, 40-foot wide, 14.6-foot high single-span reinforced concrete T beam bridge and construct and maintain a 125.38-foot long, 68.5-foot wide, 11.6-foot high single-span composite prestressed concrete PA bulb-T beam bridge, NB-200 over Ridge Valley Creek (HQ-TSF, MF) (Stream EW26/WW6). This work includes permanent aerial crossing (RA-S10, RA-S12, RA-S15) of 156 linear feet (3,265 square feet) of Ridge Valley Creek (HQ-TSF, MF) (WW6 & EW26) for the new bridge deck and ITS conduit. This work also includes the permanent placement of riprap armoring to protect the new structure and maintain a stable channel through the structure which will result in permanent impacts (RA-S9, RA-S11, RA-S14) totaling 186 linear feet (2,623 square feet) of Ridge Valley Creek (HQ-TSF, MF) (WW6 & EW26). This work also includes the permanent placement of fill in wetlands. To place fill to construct the new bridge structure (earthfill and rock, concrete wingwall, and riprap armoring) within 0.008 acre (345 square feet) of PEM wetland (WW5, RA-W16). To place fill to construct the new bridge structure (riprap armoring) within 0.005 acre (208 square feet) of PEM wetland (EW20, RA-W19). To place fill to construct the new bridge structure (concrete wingwall, earthfill grading, riprap armoring) within 0.021 acre (931 square feet) of PFO wetland (WW8, RA-W25). This work also includes excavation within 0.011 acre (472 square feet) of PSS wetland (EW21, RA-W20), 0.006 acre (246 square feet) of PFO wetland (EW21, RA-W21), 0.009 acre (381 square feet) of PFO wetland (EW22, RA-W22), 0.004 acre (171 square feet) of PSS wetland (EW22, RA-W23), and 0.021 acre (936 square feet) of PFO wetland (WW8, RA-W24). This work also includes the placement of riprap and bridge appurtenances in a tributary to Ridge Valley Creek (HQ-TSF, MF) (EW29) resulting in permanent impact (RA-S16) of 20 linear feet (128 square feet). Relocation of the filled section of Stream EW29 will require permanent fill and excavation that will impact (RA-S17) 83 linear feet (678 square feet) to construct a channel that drains to Ridge Valley Creek (HQ-TSF, MF). (Lat. 40.369747°, Long. -75.401571°)
6. To place fill for southbound lane widening with- in wetland (WW8). Permanent impact (RA-W27) of 0.298 acre (12,997 square feet) of PFO wetland (WW8). The proposed permanent fill will consist of earthfill and rock for the new roadway embankment, new roadway pavement and guiderail, and one 18-inch pipe (RCP, HDPE, or CMP) for roadway drainage outfall (OF-8), and riprap armoring. (Lat. 40.370214°, Long. -75.401837°)
7. To excavate and place fill to construct a new drainage swale along the proposed roadway embankment's toe-of-slope within wetland (WW8). Permanent impact (RA-W28) of 0.130 acre (5,674 square feet) of PFO wetland (WW8). The proposed permanent fill will consist of earthfill to construct the berm along the new drainage swale and rock armoring where a roadway drainage outfall (OF-8) discharges to the swale. (Lat. 40.370191°, Long. -75.401920°)
8. To place fill for northbound lane widening with- in wetland (EW28). Permanent impact (RA-W30) of 0.172 acre (7,481 square feet) of PFO wetland (EW28). The proposed permanent fill will consist of earthfill and rock for the new roadway embankment. (Lat. 40.370661°, Long. -75.401402°)
9. To excavate and place fill to construct a new drainage swale along the proposed roadway embankment's toe-of-slope within wetland (EW28). Permanent impact (RA-W31) of 0.112 acre (4,864 square feet) of PFO wetland (EW28). The proposed permanent fill will con- sist of earthfill for the berm along the drainage swale. (Lat. 40.370690°, Long. -75.401333°)
10. To place fill for southbound lane widening and relocation of a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream WW11) within wetland (WW10). Permanent impact (RA-W34) of 0.232 acre (10,998 square feet) of PFO wetland (WW10). The proposed permanent fill within the wetland will consist of earthfill, rock, concrete/stone block, and wall anchor system for the retaining wall, a 30-inch pipe (RCP, HDPE, or CMP) outlet pipe from Basin to a concrete manhole, and a 42-inch pipe (RCP, HDPE, or CMP) with concrete headwall which will outlet to the relocated stream channel. Permanent impact (RA-S18) of 595 linear feet (4,188 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (WW11) for the placement of two rock filters. The proposed permanent fill within the watercourse will consist of earthfill and rock for the roadway embankment and relocated channel, concrete stone/block and wall anchor system for the retaining wall, and a concrete manhole structure. (Lat. 40.375816°, Long. -75.405180°)
11. To extend and rehabilitate a 48-inch corrugated metal stream enclosure by lining and grouting the existing stream enclosure with a 24-inch high-density polyethylene plastic pipe. The permanent fill to widen the northbound lane over the extended pipe will include an ITS conduit. The pipe conveys a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW30-Pipe). Permanent impact (RA-S20) of 224 linear feet (895 square feet) of a piped tributary to Ridge Valley Creek (HQ-TSF, MF) (EW30-Pipe). (Lat. 40.376831°, Long. -75.404935°)
12. To place fill for northbound lane widening within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW30). Permanent impact (RA-S21) of 163 linear feet (1,202 square feet) of watercourse tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW30). The proposed permanent fill will consist of earthfill and rock for the roadway embankment and Basin 6. (Lat. 40.376437°, Long. -75.404657°)
13. To extend and maintain an existing stream enclosure by 39 feet to widen the northbound lane within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW34). Permanent impact (RA-S22) of 39 linear feet (301 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (EW34). The proposed permanent fill will consist of earthfill grading, 18-inch pipe (RCP, HDPE, or CMP), concrete inlet box structure and headwall. (Lat. 40.376893°, Long. -75.404829°)
14. To place fill for northbound lane widening within a piped tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW34-Pipe). Permanent impact (RA-S23) of 23 linear feet (32 square feet) of piped tributary to Ridge Valley Creek (HQ-TSF, MF) (EW34-Pipe). The existing pipe will be removed during construction and the footprint filled with earthfill. (Lat. 40.376916°, Long. -75.404694°)
15. To place fill to widen the northbound lane within a piped tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW31-Pipe). Permanent impact (RA-S24) of 26 linear feet (43 square feet) of piped tributary to Ridge Valley Creek (HQ-TSF, MF) (EW31-Pipe). The existing pipe will be removed during construction and the footprint filled with earthfill and graded. (Lat. 40.377091°, Long. -75.404842°)
16. To place fill to widen the northbound lane within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW31). Permanent impact (RA-S25) of 244 linear feet (1,877 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (EW31). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. This work will also place fill within wetlands (EW32, EW120, & EW33) located along the tributary to Ridge Valley Creek (HQ-TSF, MF). To place fill to construct the roadway embankment (earthfill and rock) within 0.005 acre (202 square feet) of PFO wetland (EW32, RA-W36). To place fill to construct the roadway embankment (earthfill and rock) within 0.006 acre (247 square feet) of PEM wetland (EW120, RA-W37). To place fill to construct the roadway embankment (earthfill and rock) within 0.006 acre (245 square feet) of PFO wetland (EW33, RA-W38). (Lat. 40.377370°, Long. -75.405257°)
17. To place fill to widen the northbound lane within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW39). Permanent impact (RA-S26) of 27 linear feet (157 square feet) of watercourse (EW39). The proposed permanent fill will consist of earthfill grading. (Lat. 40.377284°, Long. -75.405094°)
18. To place fill to widen the northbound lane within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW35) at 40.377345° N, 75.405118° W. Permanent impact (RA-S27) of 25 linear feet (227 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (EW35). The proposed permanent fill will consist of earthfill and rock for the roadway embankment.
19. To place fill to construct permanent stormwater management facilities (Basin 7) within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW35). Permanent impact (RA-S28) of 65 linear feet (397 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (EW35). The proposed permanent fill will consist of earthfill and rock for the basin's berm and spillway. (Lat. 40.377488°, Long. -75.405113°)
20. To place fill to construct stormwater management facilities (Basins 6 & 7), drainage swales (Swales 19 & 24), and convert a man-made pond (EW36, PUB) into an emergent wetland enhancement area. The area will be regraded and planted as a wetland enhancement and restoration area to serve as on-site mitigation. Permanent impact (RA-W39) of 0.387 acre (16,858 square feet) of PUB wetland (EW36, man-made pond). The proposed permanent fill will consist of earthfill and rock to fill the existing pond and regrade that area to function as wetland enhancement and creation area. (Lat. 40.377230°, Long. -75.404663°)
21. To place fill to construct permanent stormwater management facilities within wetland (EW38). Permanent impact (RA-W41) of 0.008 acre (351 square feet) within PFO wetland (EW38). The proposed permanent fill will consist of earthfill to construct the basin's berm, rock armoring, one 36-inch pipe (RCP, HDPE, or CMP) and concrete headwall with riprap apron. (Lat. 40.377412°, Long. -75.405010°)
22. To place fill to widen the southbound lane and replace the existing 30-inch pipe with a longer 18-inch culvert pipe, place a concrete headwall and scour protection, and grade banks for stormwater conveyance within a tributary to Unami Creek (HQ-TSF, MF) (Stream WW12). Permanent impact (RA-S29) of 56 linear feet (409 square feet) of tributary to Unami Creek (HQ-TSF, MF) (WW12). The proposed fill will consist of an 18 pipe (RCP, HDPE, or CMP) headwall, riprap apron, and earth fill grading. The proposed activity which will result in a permanent loss of tributary to Unami Creek (HQ-TSF, MF) (WW12) upstream of Camp Skymount Road. Currently, tributary to Unami Creek (HQ-TSF, MF) begins at the outlet of the existing 30-inch stormwater pipe under I-476. In the proposed condition, tributary to Unami Creek (HQ-TSF, MF) (WW12) will begin at the inlet of the pipe under Camp Skymount Road (WW12-Pipe) and continue to the existing open channel downstream of Camp Skymount Road. (Lat. 40.381697°, Long. -75.408654°)
23. To place fill to widen the southbound lane within a tributary to Unami Creek (HQ-TSF, MF) (Stream WW26). Permanent impact (RA-S30) of 1,232 linear feet (10,196 square feet) of tributary to Unami Creek (HQ-TSF, MF) (WW26). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the roadway embankment, new roadway pavement and guiderail, two 18-inch drainage system pipes (RCP, HDPE, or CMP) that outlet to Basins 9 & 10. (Lat. 40.387075°, Long. -75.410023°)
24. To place fill to construct permanent stormwater management facilities (Basins 9 & 10) within tributaries to Unami Creek (HQ-TSF, MF) (Streams WW15 & WW16). Permanent impact (RA-S31) of 274 linear feet (2,417 square feet) of tributary to Unami Creek (HQ-TSF, MF) (WW15). The proposed permanent fill within tributary to Unami Creek (HQ-TSF, MF) (WW15) will consist of earthfill and rock to construct the basin's berm, gravel for the access road, 18-inch pipe (RCP, HDPE, or CMP), concrete inlet structure, and headwall with riprap apron, and underdrain pipes in Basin 9. Permanent impact (RA-S32) of 175 linear feet (1,361) of tributary to Unami Creek (HQ-TSF, MF) (WW16). The proposed permanent fill within tributary to Unami Creek (HQ-TSF, MF) (WW16) will consist of earthfill and rock for the basin's berm and riprap at the basin's outfall. This work will also include excavation or fill within wetlands (WW135 & WW136) located along the tributary to Unami Creek (HQ-TSF, MF) (WW15). To excavate within 0.003 acre (128 square feet) of PEM wetland (RA-W42, WW135). To place fill to construct the berm (earthfill) between Basins 9 & 10 within of 0.001 acre (63 square feet) of PEM wetland (RA-W43, WW136). (Lat. 40.387878°, Long. -75.410508°)
25. To place fill to widen the southbound lane and construct permanent stormwater management facilities (Basin 10) within wetland (WW17). Permanent impact (RA-W46) of 0.045 acre (1,957 square feet) of PEM wetland (WW17). The proposed permanent fill will consist of earthfill and rock for the roadway embankment and earthfill grading and rock armoring downstream of Basin 10 and its outfall. (Lat. 40.389705°, Long. -75.410672°)
26. To place fill to widen the northbound lane within a tributary to Unami Creek (HQ-TSF, MF) (Stream EW41). Permanent impact (RA-S35) of 1,793 linear feet (10,809 square feet) of tributary to Unami Creek (HQ-TSF, MF) (EW41). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.387911°, Long. -75.409676°)
27. To place fill to widen the northbound lane and excavation to relocate the channel of a tributary to Unami Creek (HQ-TSF, MF) (Stream EW41) within wetland (WW42). Permanent impact (RA-W48) of 0.167 acre (7,262 square feet) of PFO wetland (WW42). The proposed permanent fill will consist of earth fill and rock for the roadway embankment. (Lat. 40.388677°, Long. -75.409759°)
28. To place fill to widen the southbound lane within a tributary to Unami Creek (HQ-TSF, MF) (Stream WW24). Permanent impact (RA-S34) of 142 linear feet (962 square feet) of tributary to Unami Creek (HQ-TSF, MF) (WW24). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.391037°, Long. -75.410821°)
29. To place fill to widen the northbound lane within wetland (EW47). Permanent impact (RA-W50) of 0.267 acre (11,622 square feet) of PFO wetland (EW47). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.391004°, Long. -75.410075°)
30. To excavate a new drainage swale along the proposed roadway embankment's toe-of-slope within wetland (EW47). Permanent impact (RA-W51) of 0.005 acre (229 square feet) of PFO wetland (EW47). (Lat. 40.392446°, Long. -75.410269°)
31. To place fill to widen the southbound lane within wetland (WW20). Permanent impact (RA-W53) of 0.472 acre (20,556 square feet) of PFO wetland (WW20). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.392539°, Long. -75.411051°)
32. To excavate a new drainage swale along the proposed roadway embankment's toe-of-slope within wetland (WW20). Permanent impact (RA-W54) of 0.072 acre (3,145 square feet) of PFO Wetland (WW20). (Lat. 40.392456°, Long. -75.411122°)
33. To place fill to widen the northbound lane within wetland (EW46). Permanent impact (RA-W56) of 0.232 acre (10,107 square feet) of PFO wetland (EW46). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.393042°, Long. -75.410437°)
34. To excavate a new drainage swale along the proposed roadway embankment's toe-of-slope within wetland (EW46). Permanent impact (RA-W57) of 0.070 acre (342 square feet) of PFO wetland (EW46). (Lat. 40.393059°, Long. -75.410371°)
35. To replace an existing 106.41-foot long, 182.32-foot wide, 16.6-foot high, three-span continuous multi-steel girder bridge and construct and maintain a 215.90-foot long, 209.95-foot wide, 14.7-foot high, three-span continuous composite prestressed concrete PA bulb-T beam bridge, NB-204 over Unami Creek (HQ-TSF, MF) (Stream EW44/WW23). This work includes permanent aerial crossing (RA-S40, RA-S41, RA-S43, RA-S46) of 331 linear feet (19,519 square feet) of Unami Creek (HQ-TSF, MF) (EW44/EW44-Bridge/WW23) for the new bridge deck and ITS conduit. This work also includes the placement of fill (earthfill and rock) to widen the northbound lane and grading activities within a tributary to Unami Creek (HQ-TSF, MF) (Stream EW43). Permanent impact (RA-S37) of 253 linear feet (5,560 square feet) of tributary to Unami Creek (HQ-TSF, MF) (EW43). This work also includes permanent fill (earthfill and rock armoring) within 0.025 acre (1,077 square feet) of PFO wetland (EW49, RA-W58). (Lat. 40.393772°, Long. -75.411028°)
36. To place fill to widen the northbound lane within a tributary to Unami Creek (HQ-TSF, MF) (Stream EW50). Permanent impact (RA-S47) of 466 linear feet (3,648 square feet) of tributary to Unami Creek (HQ-TSF, MF) (EW50). The proposed permanent fill will consist of earthfill and rock for the roadway embankment, new guiderail, and an ITS conduit.
37. To excavate and place fill to widen the southbound lane within a tributary to Unami Creek (HQ-TSF, MF) (Stream WW132). Permanent impact (RA-S48) of 609 linear feet (2,647 square feet) of tributary to Unami Creek (HQ-TSF, MF) (WWI 32). The permanent fill will consist of earthfill grading and two 18-inch drainage pipes (RCP, HDPE, or CMP). (Lat. 40.398206°, Long. -75.411933°)
38. To excavate a new drainage swale within wetland (WW28). Permanent impact (RA-W60) of 0.062 acre (2,701 square feet) of PEM wetland (WW28). (Lat. 40.399949°, Long. -75.412226°)
39. To place fill to widen the southbound lane within wetland (WW30). Permanent impact (RA-W61) of 0.007 acre (314 square feet) of PEM wetland (WW30). The proposed permanent fill will consist of earthfill and rock to widen the roadway and new roadway pavement and guiderail. (Lat. 40.399946°, Long. -75.412109°)
40. To place fill to widen the southbound lane within a tributary to Unami Creek (HQ-TSF, MF) (Stream WW31). Permanent impact (RA-S49) of 269 linear feet (1,316 square feet) of tributary to Unami Creek (HQ-TSF, MF) (WW31). The proposed permanent fill will consist of earthfill and rock to widen the roadway, new roadway pavement and guiderail, and one 18-inch pipe (RCP, HDPE, or CMP) for roadway drainage outfall (OF-27). (Lat. 40.399973°, Long. -75.412120°)
41. To excavate a stormwater conveyance swale within a tributary to Unami Creek (HQ-TSF, MF) (Stream WW131). Permanent impact (RA-S50) of 27 linear feet (142 square feet) of tributary to Unami Creek (HQ-TSF, MF) (WW131). (Lat. 40.400791°, Long. -75.412377°)
42. To place fill to widen the southbound lane and extend the upstream end of a 6-foot wide by 3-foot high, 94-foot long, concrete box culvert (NB-206) and a 6-foot wide by 3-foot high, 110-foot long, concrete box culvert, stream enclosure (NB-207) conveying tributaries to Unami Creek (HQ-TSF, MF) (Streams WW131-Pipe and WW29-Pipe) within wetland (Wetland WW29). Fill within the wetland (WW29) includes fill material to widen the roadway and the concrete box culvert extensions. To extend the NB-206 culvert, a 32-foot long, 6-foot wide by 3-foot high concrete box culvert extension will be added to the upstream end and a similar 34-foot long extension will be added to the downstream end of the existing 94-foot long NB-206 culvert, which will result in a 160-foot long stream enclosure with concrete wingwalls and aprons for a total length of 185 feet. To extend the NB-207 stream enclosure, a 30-foot long, 6-foot wide by 3-foot high concrete box culvert extension will be added to the upstream end and a similar 31-foot long extension will be added to the downstream end of the existing 110-foot long NB-207 stream enclosure, which will result in a 171-foot long stream enclosure with concrete wingwalls and aprons for a total length of 183 feet. Permanent impact (RA-W62) of 1.035 acre (45,074 square feet) of PEM wetland (WW29). The proposed permanent fill within Wetland WW29 (RA-W62) will consist of earthfill and rock to widen the roadway, two concrete box culvert extensions (NB-206 and NB-207) with rock armoring, and new roadway pavement and guiderail. (Lat. 40.403011°, Long. -75.412598°)
43. To excavate to construct permanent stormwater management facilities (Basin 12) within wetland (WW29-Seep & WW33). Permanent impact (RA-W63) of 0.012 acre (517 square feet) of PEM wetland (WW29-Seep) and permanent impact (RA-W65) of 0.090 acre (3,939 square feet) of PFO wetland (WW33). (Lat. 40.401839°, Long. -75.412633°)
44. To place fill to widen the southbound lane within wetland (WW33). Permanent impact (RA-W66) of 0.003 acre (124 square feet) of PFO wetland (WW33). The proposed permanent fill will consist of earthfill and rock to construct the roadway embankment. (Lat. 40.402744°, Long. -75.412619°)
45. To place fill to widen the northbound lane and extend the downstream end of a 6-foot wide by 3-foot high concrete box culvert (NB-206) conveying a tributary to Unami Creek (HQ-TSF, MF) (Stream WW131-Pipe) within Unami Creek (HQ-TSF, MF) (Stream EW51). Fill within the watercourse includes earthfill and rock material to widen the roadway, rock for the retaining wall, new guiderail and ITS conduit, and the 34-foot long, 6-foot wide by 3-foot high, concrete box culvert extension on the downstream end of existing NB-206. Widening the roadway and NB-206 will result in permanent impact (RA-S52) of 420 linear feet (7,142 square feet) of Unami Creek (HQ-TSF, MF). This work also includes the excavation and realignment of Unami Creek (HQ-TSF, MF) including channel restoration as on-site stream mitigation, which will result in permanent impact (RA-S53) of 591 linear feet (30,293 square feet) of Unami Creek (HQ-TSF, MF) (Unami Creek, EW51). This work also includes permanent excavation within wetland (EW56) resulting in permanent impact (RA-W67) of 0.007 acre (305 square feet) of PSS wetland (EW56). (Lat. 40.401417°, Long. -75.411806°)
46. To place fill to widen the northbound lane within a tributary to Unami Creek (HQ-TSF, MF) (Stream EW52). Permanent impact (RA-S54) of 25 linear feet (227 square feet) of Unami Creek (HQ-TSF, MF) (EW52). The proposed permanent fill will consist of earthfill and road for the roadway embankment. (Lat. 40.402155°, Long. -75.411935°)
47. To place fill to widen the northbound lane within wetland (EW53). Permanent impact (RA-W69) of 0.021 acre (905 square feet) and temporary impact (RA-W68) of 0.012 acre (513 square feet) of PFO wetland (EW53). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.402242°, Long. -75.411971°)
48. To place fill to widen the northbound lane within a tributary to Unami Creek (HQ-TSF, MF) (Stream EW54). Permanent impact (RA-S56) of 15 linear feet (446 square feet) of Unami Creek (HQ-TSF, MF) (EW54). The proposed permanent fill will consist of earthfill and road for the roadway embankment. (Lat. 40.402549°, Long. -75.412045°)
49. To place fill to widen the northbound lane within wetland (EW60). Permanent impact (RA-W72) of 0.041 acre (1,780 square feet) of PEM wetland (EW60). The proposed permanent fill will consist of earthfill and rock for the roadway embankment and new guiderail. (Lat. 40.404000°, Long. -75.412272°)
50. To place fill to widen the northbound lane within wetland (EW80). Permanent impact (RA-W73) of 0.050 acre (2,165 square feet) of PFO wetland (EW80). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the roadway embankment, and new roadway pavement and guiderail. (Lat. 40.404777°, Long. -75.412404°)
51. To place fill to widen the northbound lane within wetland (EW83). Permanent impact (RA-W76) of 0.001 acre (43 square feet) of PFO wetland (EW83). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.406703°, Long. -75.412631°)
52. To place fill to widen the northbound lane within wetland (EW77). Permanent impact (RA-W77) of 0.021 acre (907 square feet) of PFO wetland (EW77). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the roadway embankment, and new roadway pavement and guiderail. (Lat. 40.407198°, Long. -75.412767°)
53. To place fill to widen the northbound lane, install ITS conduit, and extend the downstream end of a 6-foot wide by 3-foot high, 110-foot long concrete box culvert (NB-207) stream enclosure conveying a tributary to Unami Creek (HQ-TSF, MF) (WW29-Pipe) within wetland (EW76). To extend the NB-207 stream enclosure, a 31-foot long, 6-foot wide by 3-foot high concrete box culvert extension will be added to the downstream end and a similar 30-foot long extension will be added to the downstream end of the existing stream enclosure, which will result in a 171-foot long stream enclosure with concrete wingwalls and aprons for a total length of 183 feet. This work will result in permanent impact (RA-W78) of 0.011 acre (479 square feet) of PEM wetland (EW76). The proposed permanent fill within Wetland EW76 (RA-W78) will consist of the concrete box culvert extension and riprap apron, earthfill grading, ITS conduit, new roadway pavement and guiderail. (Lat. 40.407337°, Long. -75.412797°)
54. To place fill to widen the northbound lane within wetland (EW75). Permanent impact (RA-W80) of 0.123 acre (5,364 square feet) of PFO wetland (EW75). The proposed permanent fill will consist of earth and rock to widen the roadway and construct the roadway embankment, and new pavement and guiderail. (Lat. 40.407898°, Long. -75.412885°)
55. To excavate to construct a stormwater conveyance within a tributary to Schmoutz Creek (HQ-TSF, MF) (Stream WW34). The stormwater conveyance will direct flow from tributary to Schmoutz Creek (HQ-TSF, MF) (WW34) to the upstream end of the NB-207 box culvert. Permanent impact (RA-S58) of 21 linear feet (115 square feet) of watercourse (WW34). (Lat. 40.407100°, Long. -75.413395°)
56. To place fill to widen the southbound lane within a tributary to Schmoutz Creek (HQ-TSF, MF) (Stream WW34). Permanent impact (RA-S59) of 10 linear feet (93 square feet) of tributary to Schmoutz Creek (HQ-TSF, MF) (WW34). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.407100°, Long. -75.413352°)
57. To place fill to widen the southbound lane within wetland (WW35). Permanent impact (RA-W82) of 0.058 acre (2,540 square feet) of PEM wetland (WW35). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.407875°, Long. -75.413447°)
58. To place fill to widen the southbound lane within wetland (WW36). Permanent impact (RA-W83) of 0.285 acre (12,403 square feet) of PFO wetland (WW36). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.409304°, Long. -75.413643°)
59. To place fill to construct permanent stormwater management facilities (Basin 13) within wetland (WW36). Permanent impact (RA-W84) of 0.258 acre (11,237 square feet) of PFO wetland (WW36). The proposed permanent fill will consist of earthfill to construct the basin, rock armoring of the basin's spillway, underdrain system pipes (RCP, HDPE, or CMP), an 18-inch pipe (RCP, HDPE, or CMP) for the roadway drainage outfall to the basin, a concrete outlet structure, and an 18-inch pipe (RCP, HDPE, or CMP) for the basin's outfall. (Lat. 40.409785°, Long. -75.413953°)
60. To replace an existing 68.79-foot long, 36.06-foot wide, 12.7-foot high, single-span, reinforced concrete T-beam bridge and construct and maintain a 177.31-foot long, 67.71-foot wide, and 12.10-foot high, single-span composite prestressed concrete PA bulb-T beam bridge, NB-208 over Schmoutz Creek (HQ-TSF, MF) (Stream WW38/EW68). This work includes permanent placement of riprap armoring to protect the new structure, and earthfill grading, rolled soil lifts and stabilization matting to reconstruct the streambank, which will result in permanent impacts (RA-S63) of 47 linear feet (394 square feet) of Schmoutz Creek (HQ-TSF, MF) (EW68). This work also includes permanent placement of riprap armoring along the waterway (banks only) through the new bridge to protect the new structure and maintain a stable channel through the structure, which will result in permanent impacts (RA-S66) of 108 linear feet (1,601 square feet) of Schmoutz Creek (HQ-TSF, MF) (WW38-Bridge). The permanent aerial crossing (RA-S64, RA-S65, & RA-S67) of 177 linear feet (3,085 square feet) of Schmoutz Creek (HQ-TSF, MF) (WW38, WW38-Bridge, EW68) for the new bridge deck and ITS conduit. This work also includes the excavation within wetland (EW69) resulting in permanent impact (RA-W89 & RA-W90) of 0.007 acre (299 square feet) of PSS and 0.005 acre (199 square feet) of PFO wetland (EW69). (Lat. 40.410052°, Long. -75.413136°)
61. To place fill to widen the northbound lane within Schmoutz Creek (HQ-TSF, MF) (Stream EW68). Permanent impact (RA-S61) of 142 linear feet (719 square feet) of Schmoutz Creek (HQ-TSF, MF) (Schmoutz Creek, EW68). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. This work also includes the excavation and realignment of Schmoutz Creek (HQ-TSF, MF) and channel restoration as on-site mitigation. Permanent impact (RA-S62) of 308 linear feet (5,098 square feet) of Schmoutz Creek (HQ-TSF, MF) (Schmoutz Creek, EW68). This work also includes the excavation for the permanent removal of the Doerr Road Bridge over Schmoutz Creek (HQ-TSF, MF) and concrete channel and stream restoration as on-site mitigation. Permanent impact (RA-S68) of 161 linear feet (3,390 square feet) of Schmoutz Creek (HQ-TSF, MF) (Schmoutz Creek, WW38). This work also includes permanent placement of fill within wetlands of 0.001 acre (36 square feet) of PSS and 0.001 (53 square feet) of PFO wetland (EW70, RA-W85 & RA-W86). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. This work also includes permanent placement of fill within wetlands of 0.034 acre (1,473 square feet) of PFO wetland (WW40, RA-W95). The proposed permanent fill will consist of earthfill to create a cul-de-sac on the remaining portion of Doerr Road and regrade the former footprint of Doerr Road and rock armoring associated with a road drainage outfall. This work also includes excavation within wetlands (EW71, WW37, WW39) which will result in permanent wetland impacts of 0.011 acre (459 square feet of PSS wetland (EW71, RA-W87), 0.035 acre (1,532 square feet) of PEM wetland (WW37, RA W97), and 0.011 acre (465 square feet) of PEM wetland (WW39, RA-W98). (Lat. 40.409775°, Long. -75.413117°)
62. To place fill to widen the mainline within a tributary to Schmoutz Creek (HQ-TSF, MF) (Stream WW47 & WW47-Pipe). Permanent impact (RA-S70) of 70 linear feet (396 square feet) of tributary to Schmoutz Creek (HQ-TSF, MF) (WW47). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the roadway embankment, new roadway pavement and guiderail. This work will also place fill within the tributary to Schmoutz Creek (HQ-TSF, MF) that is conveyed through a pipe (WW47-Pipe) resulting in permanent impact (RA-S71) of 120 linear feet (256 square feet) of piped tributary to Schmoutz Creek (HQ-TSF, MF) (WW47-Pipe). The piped portion of the watercourse will no longer convey water because the upstream channel will be filled to widen the roadway (RA-S70). The existing pipe will be abandoned in place. (Lat. 40.410738°, Long. -75.413859°)
63. To place fill to widen the mainline within a tributary to Schmoutz Creek (HQ-TSF, MF) (Stream EW66). Permanent impact (RA-S72) of 2,349 linear feet of tributary to Schmoutz Creek (HQ-TSF, MF) (EW66). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the roadway embankment. This work will also permanently place fill within wetland (EW67) resulting in permanent impact (RA-W91) of 0.101 acre (4,392 square feet) of PEM wetland (EW67). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. This work also includes excavation for the channel relocation of a tributary to Schmoutz Creek (HQ-TSF, MF) (EW66) within wetland (EW67) resulting in permanent impact (RA-W92) of 0.058 acre (2,512 square feet) of PEM wetland. (Lat. 40.417407°, Long. -75.414361°)
64. To place fill to widen the southbound lane within wetland (WW46). Permanent impact (RA-W100) of 1.666 acre (72,589 square feet) of PEM wetland (WW46). The proposed permanent fill will consist of earthfill and rock for the roadway embankment, new roadway pavement and guiderail, and five 18-inch pipes (RCP, HDPE, or CMP), concrete headwalls, and rock armoring for five outfalls. (Lat. 40.414088°, Long. -75.414423°)
65. To replace and relocate an existing 18-inch reinforced-concrete pipe conveying a tributary to Schmoutz Creek (HQ-TSF, MF) (Stream WW54-Pipe). The existing pipe will be replaced with a 14-inch by 23-inch elliptical reinforced-concrete pipe. Permanent impact (RA-S73) of 74 linear feet (223 square feet) of a piped tributary to Schmoutz Creek (HQ-TSF, MF) (WW54-Pipe). (Lat. 40.417648°, Long. -75.414305°)
66. To place fill to widen the southbound lane within wetland (WW45). Permanent impact (RA-W105) of 0.095 acre (4,117 square feet) of PEM wetland (WW45). The proposed fill will consist of earth fill and rock for the roadway embankment. (Lat. 40.417695°, Long. -75.415067°)
67. To excavate and place fill to construct permanent stormwater management facilities (Basin 14) within wetlands (WW45 and WW135W). Permanent excavation will impact (RA-W104) of 0.088 acre (3,844 square feet) of PEM wetland (WW45). Permanent excavation and placement of fill will impact (RA-W103) of 0.028 acre (1,219 square feet) of PEM wetland (WW135W). The proposed fill will consist of earthfill for the basin' s berm. (Lat. 40.417375°, Long. -75.415112°)
68. To construct a wetland and stream mitigation site in the vicinity of wetland (WW135W). This work will include the permanent excavation within the floodway of Schmoutz Creek for the creation of a stream channel that will outlet to Schmoutz Creek. Permanent impact (RA-F2) of 914 square feet (0.021 acre) of floodway. (Lat. 40.4167140°, Long. -75.4159790°)
69. To place fill to widen the southbound lane within wetland (WW53). Permanent impact (RA-W106) of 0.147 acre (6,412 square feet) of PEM wetland (WW53). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.418470°, Long. -75.415176°)
70. To place fill to widen the overhead NB-211 bridge within a tributary to Schmoutz Creek (HQ-TSF, MF) (Stream WW54-Bridge) located in an eroded drainage ditch along Kumry Road. Permanent impact (RA-S74) of 99 linear feet (434 square feet) of tributary to Schmoutz Creek (HQ-TSF, MF) (WW54-Bridge). The existing channel along Kumry Road under the NB-211 bridge will be filled (earthfill and rock), which will eliminate this section of watercourse. (Lat. 40.417990°, Long. -75.414880°)
71. To place fill to widen the southbound lane within tributaries to Schmoutz Creek (HQ-TSF, MF) (Streams WW54 and WW51). Permanent impact (RA-S75) of 517 linear feet (2,534 square feet) of tributary to Schmoutz Creek (HQ-TSF, MF) (WW54). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. This work will result in the permanent loss of this section of tributary to Schmoutz Creek (HQ-TSF, MF) (WW54). The watercourse' s drainage will be re-directed to the proposed Lederer Mitigation Site. The stormwater management facility (Basin 15) will control the portion of the drainage area from the roadway. The off-site drainage area will be re-directed via Swales 45 and 46 to the Lederer Mitigation Site. Permanent impact (RA-S77) of 566 linear feet (5,679 square feet) of tributary to Schmoutz Creek (HQ-TSF, MF) (WW51). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the roadway embankment, new pavement and guiderail, two 18-inch pipes and one 24-inch pipe (RCP, HDPE, or CMP) for the roadway drainage collection system discharging to Basin 15. This work will also place fill within wetland (WW52) located along the tributary to Schmoutz Creek (HQ-TSF, MF) (WW51) resulting in permanent impact (RA-W108) of 0.024 acre (1,066 square feet) of PEM wetland (WW52). The proposed permanent fill will consist of earthfill and rock for the roadway embankment, new roadway pavement and guiderail, and a 24-inch pipe (RCP, HDEP, or CMP) for roadway drainage collection. (Lat. 40.420263°, Long. -75.415414°)
72. To excavate to construct permanent stormwater management facilities within a tributary to Schmoutz Creek (HQ-TSF, MF) (Stream WW54). Permanent impact (RA-S76) of 396 linear feet (2,459 square feet) of tributary to Schmoutz Creek (HQ-TSF, MF) (WW54). The permanent fill will consist of earthfill grading, underdrain pipe system in the bottom of the basin, and the outfall headwall and forebay for the roadway drainage outfall to the basin (OF-32). This work will result in the permanent loss of this section of tributary to Schmoutz Creek (HQ-TSF, MF) (WW54). The watercourse's drainage will be re-directed to the proposed Lederer Mitigation Site. The stormwater management facility (Basin 15) will control the portion of the drainage area from the roadway. The off-site drainage area will be re-directed via Swales 45 and 46 to the Lederer Mitigation Site. This work will also excavate and place fill within wetland (WW151) to construct stormwater management facilities and basin access, resulting in a permanent impact (RA-W107) of 0.121 acre (5,272 square feet) of PEM wetland (WW151). The proposed permanent fill will consist of earthfill for the basin access road and grading along the drainage swale. (Lat. 40.419841°, Long. -75.416172°)
73. To excavate to widen the southbound lane within a tributary to Schmoutz Creek (HQ-TSF, MF) (Stream WW49). Permanent impact (RA-S78) of 5 linear feet (16 square feet) of tributary to Schmoutz Creek (HQ-TSF, MF) (WW49). This work also includes the excavation within wetland (WW48) resulting in permanent impact (RA-W110) of 0.007 acre (286 square feet) of PEM wetland (WW48). This work also includes excavation to construct a permanent stormwater conveyance within a tributary to Schmoutz Creek (HQ-TSF, MF) (Stream WW49) resulting in permanent impact (RA-S79) of 46 linear feet (139 square feet) of tributary to Schmoutz Creek (HQ-TSF, MF) (WW49). (Lat. 40.423738°, Long. -75.416752°)
74. To place fill to widen the northbound lane within a tributary to Molasses Creek (HQ-TSF, MF) (Stream EW84). Permanent impact (RA-S80) of 9 linear feet (46 square feet) and temporary impact of (RA-S81) 6 linear feet (32 square feet) of tributary to Molasses Creek (HQ-TSF, MF) (EW84). The proposed permanent fill will consist of the concrete headwall and riprap apron.
75. To place fill to construct permanent stormwater management facilities (Basin 16) within wetland (WW55). Permanent impact (RA-W111) of 0.24 acre (1,043 square feet) of PEM wetland (WW55). The proposed permanent fill will consist of earthfill and rock armoring to construct the basin' s berm and spillway, a 30-inch pipe (RCP, HDPE, or CMP) with a concrete headwall and riprap apron for the basin's outfall. (Lat. 40.428882°, Long. -75.420018°)
76. To place fill to widen the northbound lane within wetland (EW87). Permanent impact (RA-W113) 0.006 acre (268 square feet) of PSS wetland (EW87). The proposed permanent fill will consist of earthfill and rock for the roadway embankment and new guiderail. (Lat. 40.428957°, Long. -75.418988°)
77. To replace an existing 85.93-foot long, 26-foot wide, 14.45-foot high, single-span reinforced concrete T-beam bridge and construct and maintain a 160.96-foot long, 61.11-foot wide, 10.52-foot high, single-span composite prestressed concrete PA bulb-T beam bridge, NB-212 over Molasses Creek (HQ-TSF, MF) (Stream WW56/EW88). This work includes the permanent aerial crossing (RA-S84, RA-S85, RA-S87) totaling 161 linear feet (3,498 square feet) of Molasses Creek (HQ-TSF, MF) (Molasses Creek, EW88, WW56-Bridge, WW56) for the new bridge deck and ITS conduit. This work also includes the permanent placement of riprap armoring to protect the new structure and maintain a stable channel through the structure, which will result in permanent impacts (RA-S83, RA-S86) totaling 126 linear feet (695 square feet) of Molasses Creek (HQ-TSF, MF) (Molasses Creek, EW88, WW56). This work also includes permanent excavation in 0.006 acre (275 square feet) of PEM and 0.002 acre (87 square feet) of PFO wetland (EW94, RA-W115 & RA-W116). (Lat. 40.429173°, Long. -75.419450°)
78. To place fill to widen the southbound lane within a tributary to Molasses Creek (HQ-TSF, MF) (Stream WW62). Permanent impact (RA-S89) of 127 linear feet (1,056 feet) of Molasses Creek (HQ-TSF, MF) (WW62). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the roadway embankment, new pavement and guiderail, a concrete drop inlet box and 18-inch pipe (RCP, HDPE, or CMP) as part of the roadway drainage collection system. (Lat. 40.429493°, Long. -75.419931°)
79. To place fill to widen the northbound lane within a tributary to Molasses Creek (HQ-TSF, MF) (Stream EW95). Permanent impact (RA-S90) of 810 linear feet (9,355 square feet) of tributary to Molasses Creek (HQ-TSF, MF) (EW95). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the embankment, new pavement and guiderail, and four, 18-inch pipes (RCP, HDPE, or CMP) for roadway drainage outfalls (OF-36, OF-37, OF-38, OF-39). (Lat. 40.431164°, Long. -75.420652°)
80. To place fill to widen the northbound lane within wetland (EW96). Permanent impact (RA-W117) of 0.003 acre (128 square feet) of PEM wetland (EW96). The proposed permanent fill will consist of earthfill and rock for the roadway embankment and an 18-inch drainage pipe (RCP, HDPE, or CMP) and rock armoring. (Lat. 40.429456°, Long. -75.419231°)
81. To place fill to construct a stormwater conveyance from Rain Garden 3 to Molasses Creek, within wetland (EW96). Permanent impact (RA-W118) of 0.032 acre (1,375 square feet) of PEM wetland (EW96). The proposed permanent fill will consist of earthfill to construct the swale and an 18-inch drainage pipe (RCP, HDPE, or CMP) and rock armoring. (Lat. 40.429499°, Long. -75.419158°)
82. To place fill to widen the southbound lane within wetland (WW59). Permanent impact (RA-W120) of 0.229 acre (9,978 square feet) of PEM wetland (WW59). The proposed permanent fill will consist of earthfill and rock to widen the roadway and construct the roadway embankment, new roadway pavement and guiderail, and drainage pipes (RCP, HDPE, or CMP) and a concrete drop inlet box. (Lat. 40.430066°, Long. -75.420405°)
83. To place fill to widen the southbound lane within wetland (WW60). Permanent impact (RA-W121) of 0.036 acre (1,548 square feet) of PEM wetland (WW60). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.430449°, Long. -75.420792°)
84. To place fill to construct permanent stormwater management facilities (Rain Garden 3) within wetland (EW97). Permanent impact (RA-W124) of 0.010 acre (417 square feet) of PEM wetland (EW97). The proposed fill will consist of earthfill to construct the rain garden. (Lat. 40.431181°, Long. -75.420548°)
85. To place fill to widen the northbound lane within wetland (EW98). Permanent impact (RA-W125) of 0.369 acre (16,094 square feet) of PEM wetland (EW98). The proposed permanent fill will consist of earthfill and rock to widen the roadway and an ITS conduit. (Lat. 40.432190°, Long. -75.421497°)
86. To place fill to construct permanent stormwater management facilities within wetland (WW63). Permanent impact (RA-W127) of 0.037 acre (1,616 square feet) of PEM wetland (WW63). The proposed permanent fill will consist of earthfill to construct the new rain garden. (Lat. 40.433434°, Long. -75.422954°)
87. To excavate to construct the relocated channel for a tributary to Molasses Creek (HQ-TSF, MF) (Stream EW95) within wetland (EW99). Permanent impact (RA-W129) of 0.044 acre (1,925 square feet) of PEM wetland (EW99). (Lat. 40.434184°, Long. -75.422802°)
88. To place fill for shoulder improvements within wetland (EW119W). Permanent impact (RA-W130) of 0.025 acre (1,097 square feet) of PEM wetland (EW119W). The proposed permanent fill will consist of earthfill and rock. This work also includes permanent placement of fill to grade the outlet of a stormwater conveyance to a tributary to Molasses Creek (HQ-TSF, MF) (Stream EW119S). Permanent impact (RA-S91) of 10 linear feet (25 square feet) of tributary to Molasses Creek (HQ-TSF, MF) (EW119S). The proposed fill with consist of grading to connect the drainage swale to the existing channel. (Lat. 40.434785°, Long. -75.423460°)
In total the project will result in 4.24 acres of permanent stream impact, 5.65 acres of permanent floodway impact, and 8.62 acres of permanent wetland impact. A total of 0.32 acre of temporary stream impact, 0.01 acre of temporary floodway impact, and 2.57 acres of temporary wetland impact.
This project is located along the Northeast Extension of the Pennsylvania Turnpike at milepost A37.4 to milepost A43.3 (Perkiomenville & Milford Square, PA Quadrangle, Latitude: 40° 22` 11.20"; Longitude: -75° 24` 4.55") in Milford & West Rockhill Townships, Bucks County.
E4683220-026. Pennsylvania Turnpike Commission, 700 S. Eisenhower Blvd, Middletown, PA 17057. Salford Township, Montgomery County, U.S. Army Corps of Engineers, Philadelphia District.
To authorize and maintain the following water obstructions and encroachments associated with the Montgomery County portion of the PA Turnpike Northeast Extension Roadway and Bridge Reconstruction MP A37.4 to MP A43.3:
1. To excavate for northbound lane widening within wetland (EW10). Permanent impact (RA-W1) of 0.093 acre (4,042 square feet) of PEM wetland (EW10). (Lat. 40.360149°, Long. -75.395733°)
2. To excavate a drainage swale in wetland (EW13/EW14). Permanent impact (RA-W5) of 0.004 ac (162 square feet) of PFO wetland (EW13/EW14). (Lat. 40.362359°, Long. -75.396716°)
3. To excavate to construct a permanent stormwater management facility (Basin 1) in wetland (WW129). Permanent impact (RA-W6) of 0.009 acre (407 square feet) of PEM wetland (WW129). (Lat. 40.363771°, Long. -75.398527°)
4. To place fill to construct a permanent stormwater management facility (Basin 2) in wetland (WW5). Permanent impact (RA-W7) of 0.022 acre (1,206 square feet) of PEM wetland (WW5). The permanent fill will consist of earthfill grading along Basin 2 and Swale 5 and rock armoring of the basin's spillway. (Lat. 40.365202°, Long. -75.399352°)
5. To place fill for southbound lane widening within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream WW4). Permanent impact (RA-S1) of 684 linear feet (7,189 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (WW4). The permanent fill will consist of earth fill and rock to widen the roadway and construct the roadway embankment, new roadway pavement and guiderail, and a concrete drop inlet box and two 18-inch pipes (RCP, HDPE, or CMP) for the roadway drainage collection system. (Lat. 40.365088°, Long. -75.398918°)
6. To place fill for southbound lane widening within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream WW130). Permanent impact (RA-S2) of 24 linear feet (47 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (WW130). The proposed permanent fill will consist of earthfill and rock to construct the new roadway embankment. (Lat. 40.366604°, Long. -75.399820°)
7. To place fill for a stormwater management drainage swale within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream WW130). Permanent impact (RA-S3) of 61 linear feet (123 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (WW130). The proposed permanent fill will consist of earthfill for the berm along the new drainage swale. (Lat. 40.366567°, Long. -75.399908°)
8. To place fill and excavate for a stormwater management drainage swale within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream WW4). Permanent impact (RA-S4) of 65 linear feet (471 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (WW4). The proposed permanent fill will consist of earthfill to construct the berm that forms the swale. (Lat. 40.366676°, Long. -75.399968°)
9. To place fill for southbound lane widening within wetland (WW5). Permanent impact (RA-W9) of 0.817 acre (35,589 square feet) of PEM wetland (WW5). The proposed permanent fill (RA-W9) will consist of earthfill and rock to widen the roadway and construct the roadway embankment, new roadway pavement and guiderail, and two concrete drop inlet boxes and three 18-inch pipes for drainage outfalls (OF-5, OF-6, and OF-7) for the roadway drainage collection system. (Lat. 40.367858°, Long. -75.400518°)
10. To place fill and excavate for a stormwater management drainage swale in wetland (WW5). Permanent impact (RA-W10) of 0.694 acre (30,229 square feet) of PEM wetland (WW5). The proposed permanent fill will consist of earth fill for the berm along the swale and rock armoring where the drainage outfalls discharge to the swale. (Lat. 40.367707°, Long. -75.400562°)
11. To place fill for northbound lane widening within a tributary to Ridge Valley Creek (HQ-TSF, MF) (Stream EW17). Permanent impact (RA-S6) of 303 linear feet (2,579 square feet) of tributary to Ridge Valley Creek (HQ-TSF, MF) (EW17). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.365894°, Long. -75.398782°)
12. To place fill for northbound lane widening within wetland (EW16). Permanent impact (RA-W12) of 0.395 acre (17,207 square feet) of PFO wetland (EW16). The proposed permanent fill will consist of earthfill and rock for the roadway embankment. (Lat. 40.367978°, Long. -75.399955°)
In total the project will result in 0.24 acre of permanent stream impact, and 2.03 acres of permanent wetland impact. A total of 15 square feet of temporary stream impact, and 0.46 acre of temporary wetland impact.
This project is located along the Northeast Extension of the Pennsylvania Turnpike at milepost A37.4 to milepost A43.3 (Perkiomenville & Milford Square, PA Quadrangle, Latitude: 40° 22` 11.20"; Longitude: -75° 24` 4.55") in Salford Township, Montgomery County.
ENVIRONMENTAL ASSESSMENTS Central Office: Bureau of Waterways Engineering and Wetlands, Rachel Carson State Office Building, Floor 2, 400 Market Street, Harrisburg, PA 17101, telephone number: 717-787-3411.
D02-148EA. Terrance Palmer, Owner, Bateman NFIA and Associates, LLC, 285 Kappa Drive, Pittsburgh, PA 15238. Lurgan Township, Franklin County. USACOE Pittsburgh District.
Project proposes to remove the North Fayette Industrial Park Dam to eliminate a threat to public safety and to restore approximately 400 feet of stream channel to a free-flowing condition. The proposed restoration project includes construction of habitat enhancement structures in the stream channel through the former reservoir. The project is located across a tributary to Robinson Run (WWF) (Oakdale, PA Quadrangle, Latitude: 40.436184; Longitude: -80.235505).
D48-022EA. Kristie Fach, Wildlands Conservancy, 3701 Orchid Place, Emmaus, PA 18049. Forks and Palmer Townships, Northampton County, USACOE Philadelphia District.
Project proposes to remove the Water Power Dam to eliminate a threat to public safety and to restore approximately 1,700 feet of stream channel to a free-flowing condition. The proposed restoration project includes the installation of habitat enhancement structures in the stream channel through the former reservoir. The project is located across Bushkill Creek (HQ-CWF, MF) (Easton, PA Quadrangle, Latitude: 40.7000; Longitude: -75.2425).
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