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HomeMy WebLinkAbout20180874 Ver 1_T&E Supplemental info for PCN Form_20180622Supplemental Information PCN Form — US 21 and Gilead Road Intersection Improvements — STIP U-5114 C. Project Information and Prior Project History 4. Project Description 4g. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: The NCDOT, in cooperation with the Town of Huntersville, proposes to improve the intersection of US 21 (Statesville Road) and SR 2136 (Gilead Road) in Huntersville, NC. This project would include the construction of a dual lane, and signalized U-turns on US 21 both north and south of Gilead Road. A service road would be constructed, using parts of existing Columbia Drive, between Boulder Park Drive and Commerce Centre Drive, and Dallas Street would be realigned to help mitigate for changes in access proposed on US 21 and Gilead Road. The project length is approximately 0.9 mile on US 21 and 0.4 mile along Gilead Road. A portion of the stream and associated wetland that are located south of Dallas Street, between US 21 and Hillcrest Drive will be impacted for the realignment of Dallas Street, and are the only proposed impacts to waters of the U.S. (see Figure 4B in the attached Jurisdictional Determination). The wetland will be impacted by the temporary hand clearing of vegetation (<0.01 acre), minor excavation (<0.01 acre) required to direct the stream flow into the headwall and pipe culvert extension, and the riprap/fill (0.01 acre) required for the bank stabilization/flood bench that will be constructed at the pipe culvert extension headwall to direct the stream flow into the pipe culvert extension. The proposed 48" diameter pipe culvert extension will impact approximately 189 linear feet (0.02 acre) of the stream. The pipe culvert extension will connect with the existing 36" diameter pipe culvert located under US 21 (Statesville Road). The proposed 48" diameter pipe culvert extension has a series of junctions with horizontal bends and vertical grade changes prior to discharging into the 36" pipe culvert. In order to connect with the existing perched 36" diameter pipe culvert located under US 21 and to avoid blockages within the 48" diameter pipe culvert extension, the 48" diameter pipe culvert extension cannot be buried. The 48" diameter pipe culvert extension is larger and steeper than the existing 36" diameter pipe culvert extension. This was designed to increase the capacity of the pipe system to reduce flood potential to upstream residential structures. This design has been created in cooperation with the NCDOT and has been approved by the NCDOT for this project. D. Proposed Impacts Inventory 3j. Comments Recent guidance has been presented by the NCDWR in an e-mail from Alan Johnson on April 25, 2018. The DWR "questions asked" list is as follows: 1) How is the stream channel going to be brought back up to the original elevation entering and discharging from the culvert? Provide the information, the schematics. Are there sills? Is there grade controls to prevent future head cutting? Is there some backfilling immediately up and down stream of the culverts? US 21 and Gilead Road Intersection Improvements — STIP U-5114 2) How is the base flow going to be maintained through an overwide culvert (designed to handle large storm event)? Are there baffles? If not explain how aquatic passage is to be maintained. Is the culvert to be backfilled? What type of soil/gravel/rock medium is proposed? 3) Is the "mickey mouse" concept used to handle storm surge and base flow (goes back to above comments) 4) Provide cross section and longitudinal profile of the culvert, proposed sills, proposed baffles, constructed benches, etc... In construction details, remove the extraneous information that is not of concern or pertinent to the review. 5) Riprap dissipaters proposed? How is it constructed to ensure that baseflow flows over the riprap, rather than through the riprap. 6) Information legible???? 2 pt font isn't legible! Responses: 1) The stream channel to be piped will be an extension of an existing 36" downstream pipe that extends under US 21 and will maintain the elevation of the existing pipe. No changes to the existing downstream pipe outlet are proposed. A flood bench will be placed at the inlet to the pipe extension. 2) The upstream end of the existing 36" pipe culvert is at the invert of the existing stream and is not buried. The outlet end of the 36" pipe west of US 21 had silt accumulated. The proposed 48" pipe culvert extension has a series of junctions with horizontal bends and vertical grade changes. Burying pipe systems that have multiple bends and grade changes tend to cause blockages. The proposed 48" RCP extension acts as a funnel since it is steeper than the existing pipe, increasing the capacity of the system and thereby mitigating the risk in flood potential to upstream residential structures. Any decrease in capacity will negate the intended result. There are no sills, baffles, or grade controls necessary. There is no backfilling up or downstream of the pipe system. 3) No "mickey mouse" concept will be used, only one main culvert is needed to carry larger storm events in this case. 4) The attached permit impact plans depict the cross section and longitudinal profile of the pipe culvert including the proposed constructed flood bench. 5) Riprap is proposed only on the banks on the upstream side for the flood bench. There is no riprap proposed at the end of this pipe as to not disturb the wetlands. 6) All of the information on the permit plans is legible on the printed plans and the .pdf file of the permit plans can be enlarged for easy on-screen viewing. E. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project. The realignment of Dallas Street is the only part of the intersection improvements project that will require impacts to the jurisdictional waters within the project study area (Stream C, the U.T. to Torrence Creek, and Wetland B; See Figure 4, 4A and 4B located in the attached Jurisdictional Determination). As per the NCDOT "Policy on Street and Driveway Access to North Carolina Highways" the relocation of driveways on US 21 and the realignment of Dallas Street is required to meet distance safety standards due to the location of the proposed U-turn bulb. All of the other US 21 and Gilead Road Intersection Improvements — STIP U-5114 jurisdictional waters of the U.S. that are present within the project study area have been avoided through design. lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Construction and Maintenance Activities will be installed and maintained during construction activities to allow for the least adverse effect on the project study area streams and wetlands, and the associated water quality. The proposed sediment and erosion control will include silt fencing and oi•ange construction fencing placed around the construction areas that will prevent impacts to downslope streams and wetlands. A puinp around operation for the piping of the stream will be put in place priar to conducting work to ensure that all work is performed in dry conditions. Temporary impacts associated with the dewatering operations will occur within the pernzanent impact area of the stream. G. SupplementalInformation 5. Endangered Species and Critical Habitat STV conducted a protected species habitat assessment on June 4 and June 9, 2014, and on September 21, 2017. As of June ], 2017 tl�e United States Fish and Wildlife (USFWS) lists six federally protected species, under the Endangered Species Act (ESA) for Meciclenburg County (Table 1). For each species, a discussion of the presence or absence of habitat is included below along with the Biological Conclusion rendered based on survey results in the study area. Table 1. ESA federally protected species listed for Mecklenburg County. Scientific Name Common Name Federal Habitat Biological Status Present Conclusion Bombus affinis Rusty-patched bumblebee E No NE* Echinacea laevigata Smooth coneflower E Yes NE Heliarithus schweiyaitzii Schweiilitz's sunflower E Yes NE Lasmigona decorata Carolina heelsplitter E No NE Myotis septentrionalis Northern long-eared bat T Yes MA-NLAA Rhus michauxii Michaux's suinac E Yes NE E - Endangered T - Threatened MA-NLAA - May Affect — Not Likely to Adversely Affect NE - No Effect *- Historic record (the species was last observed in the county more than 50 years ago) Rusty-patched bumble bee USFWS Optimal Survey Window: Early June — mid-August Habitat Description: Rusty-patched bumble bees once occupied grasslands and tallgrass prairies of the Upper Midwest and Northeast, but most grasslands and prairies have been lost, degraded, or fragmented by conversion to other uses. Bumble bees need areas that provide US 21 and Gilead Road Intersection Improvements — STIP U-5114 nectar and pollen from flowers, nesting sites (underground and abandoned rodent cavities or clumps of grasses), and overwintering sites for hibernating queens (undisturbed soil). Biological conclusion: No Effect Potential habitat does not exist within the project study area. There are historical records of rusty-patched bumble bee being located in Mecklenburg County, but no records of rusty- patched bumble bee in the Cornelius, NC USGS topographic quadrangle. The NCNHP website was reviewed (March 15, 2018) to determine the locations of the nearest populations of rusty-patched bumble bee. The NCNHP determined that no populations of rusty-patched bumble bee were present within one mile of the project study area, and no effect to rusty-patched bumble bee is anticipated. Smooth Coneflower USFWS Optimal Survey Window: late May-October Habitat Description: Smooth coneflower, a perennial herb, is typically found in meadows, open woodlands, the ecotonal regions between meadows and woodlands, cedar barrens, dry limestone bluffs, clear cuts, and roadside and utility rights-of-way. In North Carolina, the species normally grows in magnesium- and calcium-rich soils associated with gabbro and diabase parent material, and typically occurs in Iredell, Misenheimer, and Picture soil series. The plant grows best where there is abundant sunlight, little competition in the herbaceous layer, and periodic disturbances (e.g., regular fire regime, well-timed mowing, careful clearing) that prevents encroachment of shade-producing woody shrubs and trees. On sites where woody succession is held in check, it is characterized by a number of species with prairie affinities. Biological Conclusion: No Effect Suitable habitat for smooth coneflower is present in the project study area (PSA) within the roadside rights-of-way. Surveys were conducted by STV biologists throughout areas of suitable habitat on June 4 and June 9, 2014, and on September 21, 2017. No individuals of smooth coneflower were observed and the field surveys were conducted during the flowering season. A review of North Carolina Natural Heritage Program (NCNHP) records on March 15, 2018, indicates no known occurrences within one mile of the PSA. Schweinitz's sunflower USFWS Optimal Survey Window: late August-October Habitat Description: Schweinitz's sunflower, endemic to the Piedmont of North and South Carolina. The few sites where this rhizomatous perennial herb occurs in relatively natural vegetation are found in Xeric Hardpan Forests. The species is also found along roadside rights-of-way, maintained power lines and other utility rights-of-way, edges of thickets and old pastures, clearings and edges of upland oak-pine-hickory woods and Piedmont longleaf pine forests, and other sunny or semi-sunny habitats where disturbances (e.g., mowing, clearing, grazing, blow downs, storms, frequent fire) help create open or partially open areas for sunlight. The plant is intolerant of full shade and excessive competition from other vegetation. Schweinitz's sunflower occurs in a variety of soil series, including Badin, US 21 and Gilead Road Intersection Improvements — STIP U-5114 Cecil, Cid, Enon, Gaston, Georgeville, Iredell, Mecklenburg, Misenheimer, Secrest, Tatum, Uwharrie, and Zion, among others. This perennial plant is generally found growing on shallow sandy soils with high gravel content; shallow, poor, clayey hardpans; or shallow rocky soils, especially those derived from mafic rocks. Biological Conclusion: No Effect Suitable habitat for Schweinitz's sunflower is present in the PSA along roadside shoulders. Surveys were conducted by STV biologists throughout areas of suitable habitat on June 4 and June 9, 2014, and on September 21, 2017. No individuals of Schweinitz's sunflower were observed and the September field survey was conducted during the flowering season. A review of NCNHP records, updated March 15, 2018 indicates no known occurrences within one mile of the PSA. Carolina heelsplitter USFWS Recommended Survey Window: year round Habitat Description: The Carolina heelsplitter was historically known from several locations within the Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah River systems, and possibly the Saluda River system in South Carolina. In North Carolina, the species is now known only from a handful of streams in the Pee Dee and Catawba River systems. The species exists in very low abundances, usually within six feet of shorelines, throughout its known range. The general habitat requirements for the Carolina heelsplitter are shaded areas in large rivers to small streams, often burrowed into clay banks between the root systems of trees, or in runs along steep banks with moderate current. The more recent habitat where the Carolina heelsplitter has been found is in sections of streams containing bedrock with perpendicular crevices filled with sand and gravel, and with wide riparian buffers. Biological Conclusion: No Effect A mussel survey for the Carolina heelsplitter was conducted by NCDOT biologists on July 30, 2014. Suitable habitat for the Carolina heelsplitter is not present in the PSA and no mussels were observed. A review of NCNHP records, updated March 15, 2018 indicates no known occurrences within one mile of the PSA. Northern long-eared bat USFWS Recommended Survey Window: June 1— August 15 Habitat Description: In North Carolina, the Northern long-eared bat (NLEB) occurs in the mountains, with scattered records in the Piedmont and coastal plain. In western North Carolina, NLEB spend winter hibernating in caves and mines. During the summer, NLEB roost singly or in colonies underneath bark, in cavities, or in crevices of both live and dead trees (typically >3 inches dbh). Males and non-reproductive females may also roost in cooler places, like caves and mines. This bat also been found, rarely, roosting in structures like barns and sheds, under eaves of buildings, behind window shutters, in bridges, and in bat houses. Foraging occurs on forested hillsides and ridges, and occasionally over forest US 21 and Gilead Road Intersection Improvements — STIP U-5114 clearings, over water, and along tree-lined corridors. Mature forests may be an important habitat type for foraging. Biological Conclusion: May Affect, Not Likely to Adversely Affect Potential habitat exists within the wooded areas of the project study area. There are records of NLEB being located in Mecklenburg County, but no records of NLEB being located in the Cornelius, NC USGS topographic quadrangle. The NCNHP website was reviewed on March 15, 2018 to determine the locations of the nearest populations of NLEB. The NCNHP determined that no populations of NLEB were present within one mile of the project study area. The USFWS record of occurrence for the NLEB is greater than 40 miles from the PSA, so it is anticipated that the project may affect, not likely to adversely affect NLEB. As per the recommendation of the USFWS, a tree cutting moratorium between May 15 and August 15 will be implemented as feasible to further reduce the probability of "take" for this species. Michaux's sumac USFWS Optimal Survey Window: May-October Habitat Description: Michaux's sumac, endemic to the inner Coastal Plain and lower Piedmont, grows in sandy or rocky, open, upland woods on acidic or circumneutral, well-drained sands or sandy loam soils with low cation exchange capacities. The species is also found on sandy or submesic loamy swales and depressions in the fall line Sandhills region as well as in openings along the rim of Carolina bays; maintained railroad, roadside, power line, and utility rights-of-way; areas where forest canopies have been opened up by blowdowns and/or storm damage; small wildlife food plots; abandoned building sites; under sparse to moderately dense pine or pine/hardwood canopies; and in and along edges of other artificially maintained clearings undergoing natural succession. In the central Piedmont, it occurs on clayey soils derived from mafic rocks. The plant is shade intolerant and, therefore, grows best where disturbance (e.g., mowing, clearing, grazing, periodic fire) maintains its open habitat. Biological Conclusion: No Effect Suitable habitat for Michaux's sumac is present in the PSA along roadside shoulders. Surveys were conducted by STV biologists throughout areas of suitable habitat on June 4 and June 9, 2014, and on September 21, 2017. No individuals of Michaux's sumac were observed and the field reviews were conducted during the survey window. A review of NCNHP records updated March 15, 2018 indicates no known occurrences within one mile of the PSA. US 21 and Gilead Road Intersection Improvements — STIP U-5114