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ALTERNATIVE
2
YOSEMITE VILLAGE AND OUT-OF-VALLEY PARKING (EL PORTAL, BADGER PASS, AND HAZEL GREEN OR FORESTA) The analysis of potential impacts from actions implemented under Alternative 2, Yosemite Village and Out-of-Valley Parking (El Portal, Badger Pass, and Hazel Green or Foresta), are presented in this section. Water
Resources
This analysis assesses impacts on water resources: hydrology, including floodplain values, and water quality. Impacts on water resources are described by area (i.e., Yosemite Valley, El Portal, Wawona, and out-of-Valley parking locations) and are characterized as long-term alterations or restoration of hydrologic processes (e.g., water flow and flood regime) or water quality (e.g., turbidity, and non-point source pollution from vehicles or recreational use). YOSEMITE VALLEY HYDROLOGY Actions to implement the River Protection Overlay include the removal of development within 150 feet of the river. These actions would restore the river to more natural geomorphologic conditions through restoration of stream banks (i.e., stream bank stability) and the 100-year floodplain. The River Protection Overlay would allow natural processes to prevail in the river and floodplain and minimize the alterations of the floodplain due to existing and future facilities. Further, removal of development from the River Protection Overlay would potentially reduce visitor degradation of stream banks and the river channel by concentrating visitor use away from the river. Examples of these areas include Housekeeping Camp, certain meadow roads and turnouts, and riverside campgrounds. Removal of facilities from the River Protection Overlay would allow natural floodplain alterations and lateral movement of the river channel (i.e., meandering), and increase opportunities for restoration of riparian vegetation, which would reduce unnatural erosion and deposition. Ultimately, the implementation of the River Protection Overlay would result in a regional, long-term, major, beneficial impact on hydrology and floodplain values. Alternative 2 would allow restoration of some of the oxbows and cut-off channels that once existed in the Camp 6 area, because the River Protection Overlay would be restored and redevelopment would occur outside the River Protection Overlay. Changes to the existing river dynamics through restoration of oxbows and braided streams could, over time, become more locally pronounced and eventually contribute to restoration of natural stream flow conditions downstream of the Camp 6 area. Restoration actions at Camp 6 would result in localized, long-term, moderate, and beneficial impacts on hydrology and the floodplain values. The Camp 6 parking facility would be situated within a portion of the floodplain that could experience floodwater velocities up to 3 feet per second, and floodwater depths exceeding 5 feet in places, as was observed during the January 1997 flood. This parking facility, although in an area of low relief and not likely to divert flood flow due to obstructions, could impede the rivers ability to naturally migrate and change course during the extreme flood events. For example, an asphalt pavement surface could hinder the formation of natural flow channels or accelerate surface soil erosion once the asphalt surface and underlying base material are scoured and removed by high-velocity flood waters. A flat surface parking facility could also reduce the area available to the river for sediment deposition and new bank slope formation. In addition, riverbank stability (soils compaction and vegetation loss) could be reduced due to the radiating impacts associated with the increased concentration of visitors. Overall, development of a parking facility in the Camp 6 area could result in localized, long-term, moderate, adverse impacts on hydrology and floodplain values. The transit center at Yosemite Village would be constructed outside of the 100-year floodplain, but the concentration of visitors would have radiating impacts on the river and its hydrologic processes. This would be a long-term, minor, adverse impact. At Yosemite Lodge, Northside Drive would be rerouted to the edge of the 100-year floodplain, and parking would be reconfigured, but would remain in the 100-year floodplain. This would result in a long-term, minor, adverse impact on hydrology because flood flow would be altered. The existing three structures at Ahwahnee Row that are located in the 100-year floodplain would continue to have a long-term, localized, adverse impact on floodplain values by impeding flood flow (particularly pooling in this area). Restoration areas include the portions of Yosemite Lodge (including motel units that impede flood flow and the former cabins area), Upper and Lower River Campgrounds , North Pines Campground, and roads from Stoneman and Ahwahnee Meadows that are in the 100-year floodplains. Removal of these facilities and restoration would restore the hydrologic process of flooding, and would be a long-term, moderate, beneficial impact on hydrology. The presence of a bridge as a fixed structure within a river course can cause alterations in river flow and result in localized morphologic changes to the beds and banks of the river. Morphologic changes attributable to bridge placement, and that are most readily observable, include scour holes on the downstream side of the abutment, formation of deposition bars downstream of the scour holes, bank instability, unnatural erosion and deposition, changes in flow velocity, and localized channel widening. Removal of these fixed structures would provide for restoration of natural erosion and deposition processes; allow the river to meander and naturally alter course; and reduce flooding potential by removing flow impediments. The impacts of removal of Sugar Pine Bridge (and possibly Stoneman Bridge) would be noticeable as the erosional and scour features caused by their in-river abutments diminish and the riverbank is reestablished by natural flow patterns. Bridge removal would continue to improve natural river flow dynamics along extended reaches of the river, and the impacts would be observable for years to come. Sugar Pine Bridge constricts the river severely, largely because this bend of the river immediately downstream of the Tenaya Creek confluence has always been dynamic. The approach road that connects Ahwahnee Bridge to Sugar Pine Bridge eliminated the numerous small cutoff channels that existed prior to construction in 1929. The loss of the numerous small cutoff channels, combined with the constriction of the river by Sugar Pine Bridge, has forced the creation of a single large cutoff channel immediately adjacent and parallel to the approach road. Removal of Sugar Pine Bridge and the approach road and restoration of the riverbank (vegetation, bank slope, channel width) would be a localized, long-term, major, beneficial impact on the Merced Rivers hydrology, by reducing unnatural erosion and scouring, by reducing unnatural deposition downstream of the bridge, and by allowing the river to meander. Stoneman Bridge constricts the river severely, causing increased velocities during high flow and the resultant formation of a downstream scour pool and mid-channel bar. The presence of the bar has caused erosion rates to increase unnaturally along the left (southern) bank. The constricted channel width has also had upstream impacts, with flood waters backed up behind the bridge, causing erosion on both banks. The possible removal of Stoneman Bridge and restoration of the riverbank (vegetation, bank slope, and channel width) would be a localized, long-term, major, beneficial impact on the Merced Rivers hydrology, by reducing scouring and unnatural erosion both upstream and downstream of the bridge, by reducing unnatural deposition downstream of the bridge, and by allowing the river to meander. Removal of these two bridges would also be a localized, long-term, major, beneficial impact to floodplain values by removing impediments to flood flow, particularly large flood events such as the January 1997 flood event. Local, short-term, minor, and adverse impacts to hydrology may occur during bridge removal due to construction activities in the main channel. The removal of the Happy Isles footbridge that is in imminent danger of failure, and construction of a newly designed bridge that would have a smaller footprint in the river channel and accommodate flood flow, would be a moderate, beneficial impact to hydrology and floodplain values. Local, short-term, minor, and adverse impacts to hydrology may occur as a result of construction activities in the main channel. The possible reconstruction of Swinging Bridge would have long-term, localized, minor, and beneficial impacts on the Merced Rivers hydrology, because the bridge abutments would be removed from the river channel (although some piers would remain in the river). Local, short-term, minor, and adverse impacts to hydrology would occur during reconstruction due to construction activities in the main river channel. At Yosemite Creek, the human built, rock rubble pile blocking the western channel would be removed, as would the pedestrian bridge and its abutments immediately upstream of the Yosemite Creek Bridge (vehicle). Removal of these impediments would restore hydrologic processes such as annual spring runoff, particularly restoration of flow to the western channel of the braided stream network, and would be a long-term, minor, beneficial impact on hydrology. Local, short-term, negligible, and adverse impacts to hydrology may occur during removal due to construction activities in the western channel during low water. A new vehicle bridge would be constructed downstream of the existing Yosemite Creek Bridge. The abutments of the new bridge would be outside of normal high water and would minimally impact hydrologic processes. This would result in a long-term, minor, adverse impact on hydrology. Local, short-term, minor, and adverse impacts to hydrology may occur during bridge construction due to construction activities in the main channel. Cascades Diversion Dam was constructed in 1917 to impound water for the intake structure that diverted river flows to a downstream powerhouse. Use of the powerhouse to generate hydroelectric power was discontinued in 1985, as was the diversion of river flows. The dam is located at a natural breakpoint in the channel gradients: upstream of the dam the gradient is .01 feet/feet; downstream of the dam the gradient is .06 feet/feet. The pool and backwater created by the dam extend upstream from the dam about 550 feet. The dam is in danger of failure: outside of spring snowmelt runoff and rain-on-snow winter floods, water flows under the dam instead of through the spillway or over the dam. Failure of the dam would result in unmitigated release of the sediment trapped behind the dam and materials that comprise the dam. Removal of the dam would have a localized, long-term, major, beneficial impact on the Merced Rivers hydrology by preventing the adverse impacts of dam failure and by restoring the free-flowing condition of the river: sediment transport would be unimpeded; natural low-water and flood flow would be restored; and riparian vegetation currently displaced by the pool and backwater would be restored on the riverbanks. Removal of Cascades Diversion Dam would also be a localized, long-term, major, and beneficial impact to floodplain values by removing a substantial impediment to flood flow: both annual spring runoff, and large flood events such as the January 1997 flood event. Reconstruction of the El Portal Road between the Cascades Diversion Dam and Pohono Bridge could have a beneficial impact on hydrology if the footprint of the existing bank stabilization in the river is reduced, or could have an adverse impact on hydrology if the footprint of the existing bank stabilization in the river is increased. Additional environmental compliance, including a Wild and Scenic River Act Section 7 determination, would be necessary before this segment of road can be reconstructed. YOSEMITE VALLEY QUALITY Actions to implement the River Protection Overlay would remove sources of pollutants and reduce erosion and sedimentation by removing facilities and limiting activities associated with facility use and maintenance. These activities include construction and maintenance of visitor use facilities. Additionally, the possible realignment or relocation of roads, trails, and visitor facilities could reduce the introduction of refuse and bacteria by visitors. The removal of the concessioner stable area and Swinging Bridge Picnic Area and restoration to natural conditions would reduce a source of nutrients, coliform, turbidity, and other water pollutants to the Merced River. Overall, actions to implement the River Protection Overlay would result in a regional, long-term, moderate, beneficial impact on water quality by removing development immediately adjacent to the Merced River. The removal of parking spaces from Curry Orchard, Yosemite Falls, the concessioner stable, Stoneman Meadow, and roadside areas throughout the Yosemite Valley would substantially reduce the potential sources of non-point source pollution that are inherent in areas with heavy, concentrated vehicular use. Vehicles can release to the surface soils and pavement a variety of heavy metals, petroleum-based products, and other chemicals, including asbestos and ethylene glycol. Some fraction of these chemicals can migrate from their source, carried by surface-water runoff, to drainages that eventually reach the river or smaller tributaries. A formalized parking facility would be established at Camp 6, and a transit facility at Yosemite Village; these facilities would have stormwater treatment controls incorporated into their design (possible treatment methods include sand filters, underground water collection and treatment tanks, or oil/water separators). Replacing the existing parking areas listed above with a formalized parking facility at Camp 6 would improve water quality by improving treatment of stormwater runoff, resulting in a regional, long-term, moderate, beneficial impact on water quality. The increased use of shuttle buses would reduce the number of vehicle miles traveled in the Valley, and allow the removal of some roads (e.g., roads through Stoneman and Ahwahnee Meadows ). This would have long-term, minor, and beneficial impact on water quality by reducing non-point source pollution. EL PORTAL HYDROLOGY As a result of a U.S. Army Corps of Engineers study (1998), Alternative 2 proposes extending and increasing the height of the flood protection levee (hereafter, "levee") in El Portals Hennesseys Ranch area, the impacts of which would be two-fold. First, the levee would limit and possibly redirect natural river flow through a localized reach of the river during a 100-year flood event, reducing channel width and increasing flows or eddies depending on floodwater velocity and height. The levee is above the normal high water line and would not affect the river flow during normal spring runoff periods. Increasing the length and height of the levee would be a localized, long-term, minor, adverse impact on the rivers hydrology because this reach of river has low susceptibility to bank scour, erosion, and slope instability. Secondly, any structure intended to prevent flooding has the potential to limit the natural formation and function of that rivers floodplain. Most of the Merced River in El Portal is confined within a bedrock gorge channel and the floodplain is narrow due to the river gradient and resistant bedrock. Consequently, the majority of the floodplain is more resilient and less susceptible to adverse impacts of altered river flow. The area at Hennesseys Ranch is one of the few flat, alluvial floodplain sections adjacent to the Merced River at El Portal. The alluviated area was formed through years of river sediment deposition. After construction of the existing flood protection levee, this area was isolated from further sediment deposition because the levee height prevented inundation by large flood flow such as the January 1997 flood event, which was the largest flood event in the 80+ years of stream gauge data at the Pohono gauging station. When compared to the impact of the existing flood protection levee in the No Action Alternative, increasing the length and height of the levee would be a localized, long-term, minor, adverse impact on floodplain values because only flood flow greater than the January 1997 flood event would be affected. Removal of housing from the River Protection Overlay at Hennesseys Ranch and restoration of the area would have long-term, minor, beneficial impacts on hydrology by restoring river-related communities and hydrologic processes. Construction of new housing in the 100-year floodplain but outside of the River Protection Overlay would require the modification of the levee (discussed above), and would result in radiating impacts to the bank due to increased employees living in the area. These radiating impacts would have a long-term, minor, adverse impact. Alternative 2 proposes construction of two pedestrian bridges in the vicinity of Hennesseys Ranch. The bridges and their abutments would be designed to not interfere with the free-flowing condition of the river, and the banks of this river reach are relatively stable and resilient. The two pedestrian bridges would have localized, long-term, minor, and adverse impacts on the rivers hydrology and floodplain values. Local, short-term, minor, adverse impacts on hydrology may occur during construction due to construction activities in the main channel. EL PORTAL WATER QUALITY Actions to implement the River Protection Overlay would reduce discharge of non-point source pollutants into the river by providing a buffer area where development is removed (e.g., at Hennesseys Ranch) and future development is constrained (e.g., at Village Center and Railroad Flat). The removal of the bulk fuel storage facility would remove the risk of fuel releases during flood events. Actions to implement the River Protection Overly and remove the bulk fuel storage facility would have a regional, long-term, moderate, beneficial impact. Water quality could be adversely impacted at Village Center by runoff associated with increased parking spaces for both visitors and employees, although this impact would be mitigated by non-point source pollution controls at large paved areas. The increase in employees living in El Portal would likely result in increased recreational use of the river and subsequent increase in fecal coliform and bacteria levels, resulting in a regional, long-term, minor, adverse impact to water quality. Wastewater from all new buildings (e.g., housing, park headquarters, etc.) would be connected to the existing sanitary sewage system and would meet all applicable water treatment requirements. The impacts of increased development in El Portal on water quality would be localized, long-term, minor, and adverse, due to increased non-point source pollution resulting from increased development. WAWONA HYDROLOGY Construction of employee housing in Wawona would be outside of the 100-year floodplain, approximately 1,000 feet away from the South Fork Merced River. Radiating impacts to the river due to increased numbers of employees accessing the river would reduce bank stability and result in localized, long-term, negligible, adverse impacts on hydrology and floodplain values. WAWONA WATER QUALITY Actions to implement the River Protection Overlay would reduce discharge of non-point source pollutants into the river by providing a buffer area where future development is constrained. Water quality could be adversely impacted at the new employee housing by runoff associated with increased parking spaces, although this impact would be mitigated by non-point source pollution controls at large paved areas. Wastewater from all new buildings would be connected to the existing sanitary sewage system and would meet all applicable water treatment requirements. The impacts of Alternative 2 on water quality in Wawona would be localized, long-term, minor, and adverse. HAZEL GREEN HYDROLOGY AND WATER QUALITY The project site at Hazel Green is located near the headwaters of Bull Creek, which drains into the North Fork of the Merced River, and Hazel Green Creek, which drains into Crane Creek. The hydrology of Hazel Green Creek and surface water runoff are the only pertinent hydrologic processes. Alternative 2 proposes construction of a parking facility, which would have a localized, long-term, minor, adverse impact on hydrology, resulting from reduced ground cover and potentially increased runoff. Construction of a parking facility would increase non-point source pollution, which would be mitigated through stormwater pollution controls, and would have localized, long-term, minor, adverse impacts on water quality. FORESTA HYDROLOGY AND WATER QUALITY The project site at Foresta is approximately three-quarters of a mile from Crane Creek, but has no rivers, streams, or other hydrologic features, and surface runoff is the only pertinent hydrologic process. Alternative 2 proposes construction of a parking facility, placement of a Volunteers-in-Parks (depending on the outcome of the wilderness feasibility study) campground, construction of 14 houses, and the possible relocation of the National Park Service stable to McCauley Ranch. These actions would have a localized, long-term, negligible, adverse impact to hydrology resulting from reduced ground cover and potentially increased runoff. These actions would result in increased non-point source pollution, which would be mitigated through stormwater pollution controls at the parking facility, and have a localized, long-term, minor, adverse impact on water quality. BADGER PASS HYDROLOGY AND WATER QUALITY The project site at Badger Pass has several springs, seeps, and wetlands that form the headwaters of Grouse Creek. The hydrology of these headwaters and surface water runoff are the only pertinent hydrologic processes. Alternative 2 proposes construction of a parking facility that will be approximately the same size as the current parking lot and expanded visitor use facilities. Alternative 2 would have a localized, long-term, minor, adverse impact on hydrology resulting from reduced ground cover, and potentially increased runoff associated with the expanded visitor use facilities. Alternative 2 would have a localized, long-term, minor, adverse impact on water quality resulting from increased non-point source pollution due to use of the parking area for longer periods of time. The diverted runoff could impact the water quality of the Grouse Creek headwaters by introducing low concentrations of petroleum materials and sediments from the parking lot during periods of high runoff from precipitation and snow melt. This could represent a regional, long-term, adverse impact on water quality. BIG
OAK FLAT, TIOGA PASS, AND SOUTH ENTRANCE The locations of these entrance stations have no major rivers, streams, or other hydrologic features. Surface water runoff is the only pertinent hydrologic process. Alternative 2 proposes construction of a visitor center and associated visitor use facilities that would reduce ground cover and potentially increase runoff. These actions would have a localized, long-term, negligible, adverse impact on surface water hydrology. These actions would have a localized, long-term, negligible, and adverse impact to water quality resulting from increased non-point source pollution associated with development. CONCLUSION The collective actions of this alternative have regional, long-term, moderate, beneficial impacts to the hydrology and water quality, largely due to the removal of facilities in Yosemite Valley from the River Protection Overlay and the 100-year floodplain and removal of the bulk fuel storage facility in El Portal. The beneficial impacts of removing one and possibly two bridges, Cascades Diversion Dam, campsites, Housekeeping Camp units, etc., have been weighed against the adverse impacts on hydrology and water quality in El Portal due to increased development near the river. COMULATIVE IMPACTS This section assesses the impacts of past, present, and reasonably foreseeable future actions to water resources. The actions identified below have generally occurred within the watershed of the Merced Riverboth main stem and South Fork. Past Actions The water resources of the Merced River have been historically affected by a variety of actions within the floodplain since Euro-American settlement. In Yosemite Valley, the transportation network interferes with flooding and surface water flow, and lodging, campgrounds, and other structures have been constructed in and immediately adjacent to the river channel. In El Portal, a large portion of the riverbank has been artificially stabilized to protect primary roads and buildings immediately adjacent to the river. Because artificial stabilization of the riverbank began in the 1800s, the Merced River has been separated for decades from substantial portions of its floodplain. During spring runoff floods, this riprap serves to keep the channel from moving and quickly conveys the water downstream. During winter floods, artificial bank stabilization prevents damage to dwellings and roads in the best-protected sections, but increases bank destruction where there is little or no artificial bank stabilization. Present Actions The El Portal Road Improvement Project (NPS) is currently under way from the park boundary to the Cascades Diversion Dam, and affects river-related communities of the Merced River immediately adjacent to the roadway. Natural resources are protected during construction by implementation of a compliance monitoring program, erosion and sediment controls, hazardous materials controls, revegetation and reclamation, and excluding construction from sensitive habitats. Between El Portal and Yosemite Valley, riprap has been placed in some locations along the north bank of the Merced River to protect the reconstructed El Portal Road, altering the overall flow regime of the river. Reasonably Foreseeable Future Actions Reasonably foreseeable future actions proposed in the region are separated below into four general categories: (1) projects expected to have a net beneficial impact; (2) projects expected to have both beneficial and adverse impacts; (3) projects expected to have a net adverse impact; and (4) projects that have no impact relative to the actions of this alternative. Reasonably foreseeable future projects that could have a net beneficial impact to water resources of the Merced River include:
These projects would have net beneficial impacts on water resources through improved coordination of resource management activities and restoration, although there might be site-specific or short-term, adverse impacts. Reasonably foreseeable future projects that could have both beneficial and adverse impacts on water resources include:
These projects would have beneficial impacts on water resources by removal of facilities, restoration, and slope stabilization, and adverse impacts on water resources through increased non-point source water pollution. Reasonably foreseeable future projects that could have a net adverse impact on water resources include:
These projects would have adverse impacts on water resources through increased use and facility development, which could result in stream bank instability and increased non-point source water pollution. Beneficial impacts on water resources of past, present, and reasonably foreseeable future projects on the Merced River watershed would be related to removal of facilities from the river banks and floodplain, restoration of previously developed areas and areas significantly impacted or altered by visitor use, removal of channel obstructions, and reduced human-related impacts. Adverse impacts of these projects on the Merced River watershed would be related to increased use and facility development, which could result in stream bank erosion, soil compaction, loss of vegetation, refuse accumulation, non-point source pollution generation, and degradation of stream characteristics and water quality in the Merced River. Overall, the past, present, and reasonably foreseeable future projects would have a long-term, minor, and beneficial impact on water resources. The actions of this alternative would have a long-term, minor, and beneficial impact on water resources. The actions of this alternative, in combination with past, current, and reasonably foreseeable future projects, would have a long-term, minor, beneficial impact on water resources. Floodplains
This evaluation identifies non-exempted actions within the floodplain that could increase or decrease risk to human life and property by adding or removing housing and facilities from floodplains. The proposed removal and addition of non-exempted facilities from the floodplain are listed below by area and summarized in table 4-26; all impacts would be long term unless otherwise noted (see plate E for Yosemite Valley flood extent). For related effects on floodplain values and hydrology, see the Water Resources section in this chapter.
YOSEMITE VALLEY Cascades Diversion Dam Dam safety engineers have classified the Cascades Diversion Dam as a "high hazard potential structure" and assigned a Safety of Dams condition of "unsatisfactory." This classification requires immediate corrective action. The removal of the dam would be a long-term, localized, major, beneficial impact to human health and safety. Concessioner Stable Area A moderate, beneficial impact would result from the removal of houses and tent cabins (49 employee beds) and the concessioner stable from the floodplain. This beneficial impact would be related to reduced risk to both human life and property during a flood event. The removal of the kennel from the floodplain would result in a negligible, beneficial impact because potential property damage due to flooding would be reduced. Housekeeping Camp The removal of 164 housekeeping units and the retention of 84 units in the 100-year floodplain would result in a moderate, beneficial impact because overnight lodging within the 100-year floodplain would be reduced, decreasing flood-related risk to both human life and property. Compared to the No Action Alternative, the beneficial effect related to human life would be limited, however, because the units are not used during the winter flood season. Yosemite Village Removal of the Concession Headquarters and Indian Creek employee housing (14 employee beds) from and, if necessary, raising the floor elevations of three Ahwahnee Row houses above the 100-year floodplain would result in an overall moderate, beneficial impact because fewer people would be living and working within the floodplain, and flood hazard related to human safety would be reduced. As designs are developed for the Yosemite Village for parking, visitor services and transit operations, new structures would be located out of the floodplain, where possible. An evacuation and safety plan would be developed to protect people during flood events. With these mitigation measures and in accordance with National Park Service Floodplain Management Guideline, there would be a minor risk to both human safety and property. Yosemite Lodge Area Removal of the Superintendents House (Residence 1) and 5 motel units from the 100-year floodplain would result in a moderate, beneficial impact because overnight lodging within the floodplain and the associated risk to human safety and property would be reduced. Relocation of the Wellness Center and nearby custodial cabins outside the floodplain would also result in a minor, beneficial impact because the number of facilities and people working within the floodplain would be reduced, resulting in a reduction in the flood hazard related to human safety and property. New overnight parking would be developed that incorporates design standards to minimize the effect on flood flow and allow for runoff, resulting in a negligible, adverse impact. Adverse effects in the Yosemite Lodge area would be further reduced by designs that minimize impacts on natural flood processes and flood damage to structures, and by preparation of evacuation plans and routes (evacuation routes would be located outside the floodplain). EL PORTAL Village Center Moderate, beneficial impacts at the Village Center would result from the adaptive reuse of El Portal Hotel (removal of 12 employee beds and relocation of Yosemite Institute Office), and from the removal of the Motor Inn cabins (24 employee beds) because overnight occupation of the floodplain would be reduced. Removal of the bulk fuel storage facility would result in a moderate, beneficial impact on human safety because the number of people working within the floodplain and hazardous material stored in the floodplain would be reduced. Adaptive reuse of these facilities would include mitigation consistent with National Park Service Floodplain Management Guideline to reduce the risk of property damage due to flooding. Parts of the Village Center area that would be redesigned for redevelopment to support commercial services and parking would be placed out of the floodplain where possible. For new structures constructed in the floodplain an evacuation and safety plan would be developed. With this mitigation measure in place, there would be a minor adverse impact. Hennesseys Ranch The removal of 68 employee beds and the construction of 657 new employee beds at Hennesseys Ranch would be a major, adverse impact on human safety because new employee beds would be constructed within the 100-year floodplain. However, because mitigation would be incorporated into the design to protect employees and structures during flood events (e.g., raising and extending the levee, evacuation planning), the overall impact would be reduced to moderate and adverse. WAWONA There would be no impact to the South Fork Merced River floodplain because the employee housing considered for Wawona would be outside the floodplain. CONCLUSION Beneficial impacts in Yosemite Valley would include removal from the floodplain of 164 housekeeping lodge units, the kennel, concessioners stables and associated housing (49 employee beds), the Superintendents House (Residence 1), five Yosemite Lodge motel units, the Wellness Center and nearby custodial cabins, and 14 employee beds at Indian Creek. The Concession Headquarters and Indian Creek employee housing would be redeveloped as parking/visitor services, and new overnight parking would be developed at Yosemite Lodge which would have a minor adverse impact on the floodplain. Overall, the aggregate impact of these actions, in combination with mitigation in Yosemite Valley, would be moderate and beneficial because the flood-related risk to human safety and property would be reduced. Actions in El Portal would include removal from the floodplain of 36 employee beds (moderate beneficial) and the bulk fuel facility (moderate beneficial), removal or adaptive reuse of El Portal Hotel (employee housing and Yosemite Institute Office; moderate, beneficial), and 657 employee beds at Hennesseys Ranch (moderate, adverse) and redevelopment of Village Center (minor, adverse). Beneficial impacts would be related to reduction in the flood-related hazard to human safety. Adverse effects to both human safety and property associated with new development or redevelopment/adaptive reuse within the floodplain would be minimized by mitigation (e.g., design and siting specifications, extending and raising existing levees, and a mandatory evacuation plan) resulting in a net minor, adverse impact. The total net effect of Alternative 2 would be moderate and beneficial, because the number of people working and overnight lodging/housing within the floodplain would be reduced (reducing flood-related risks to human safety), and mitigation would be implemented to reduce adverse effects on human safety and property associated with development/redevelopment within the floodplain. CUMULATIVE IMPACTS The impacts of past, present, or reasonably foreseeable future projects to flood hazard discussed herein are based on analysis of actions in the Merced River watershed from its source near the crest of the Sierra Nevada to Briceburg Bridge. The actions identified below include those projects that have the potential to affect the floodplain of the Merced River. Past Actions The Merced River has been historically affected by a variety of actions within the floodplain since Euro-American settlement. In El Portal, from the park boundary to Briceburg Bridge, a large portion of the riverbank has been artificially manipulated. Much of this manipulation is riprap used to stabilize the riverbanks by the California Department of Transportation to protect Highway 140. The National Park Service and Yosemite Motels also placed riprap in the Merced River channel to rebuild roads (e.g., Foresta Road) and protect buildings immediately adjacent to the river. Because stabilization of the riverbank began in the 1800s, the Merced River has been separated for decades from substantial portions of the floodplain in the Merced River Canyon. During spring runoff floods, this riprap serves to keep the channel from moving, and quickly conveys the water down to Lake McClure. During winter floods, bank stabilization prevents damage to dwellings and roads in the best-protected sections, but increases bank destruction where there is little or no bank stabilization. Present Actions No current actions are increasing or decreasing flood-related risk to human life. Between El Portal and Yosemite Valley, riprap has been placed in some locations along the north bank of the Merced River to protect the reconstructed El Portal Road. This riprap would have essentially no flood-related risk to life or property. Reasonably Foreseeable Future Actions Reasonably foreseeable future actions that could have a potential beneficial or adverse effect on risk to human life and property during flood events are:
Cumulative effects of past, present, and reasonably foreseeable future actions would have both beneficial (e.g., implementation of the Trailer Village Closure Plan) and adverse (i.e., increased development of overnight lodging units and offices within the floodplain at El Portal) impacts on human life and property during flood events. In El Portal, approximately 59 employee trailers with 68 employee beds at Hennesseys Ranch (currently Trailer Village) would continue to be scheduled for removal from the 100-year floodplain. This action which occurs outside the scope of actions considered in the Final Yosemite Valley Plan/SEIS, is in accordance with the current provisions of the Trailer Village Closure Plan (NPS 1993b). Cumulative adverse impacts of these potential future projects on the floodplain hazard of the Merced River would be related to increased overnight use and facility development. In El Portal, potential overnight residents and hotel visitors would slowly increase from approximately 1,300 to about 1,600 beds because of the proposed Yosemite Motels expansion and the Yosemite View parcel land exchange. This represents an increase of approximately 25% in the number of people potentially affected during a flood. Overall, the past, present, and reasonably foreseeable future actions listed above would have a long-term, moderate, adverse effect on risk to human life and property due to the amount and type of new development planned within the floodplain. The total net effect of Alternative 2 would be moderate and beneficial, because overnight lodging/housing within the floodplain would be reduced (reducing flood-related risk to human safety), and mitigation would be implemented to reduce adverse effects on human safety and property associated with development/redevelopment within the floodplain. Effects associated with this alternative, in conjunction with past, present, and reasonably foreseeable future cumulative actions, would be long-term, minor, and adverse, because potential flood-related impacts to human safety and property from cumulative actions outside the scope of the Final Yosemite Valley Plan/SEIS (e.g., increased overnight lodging within the floodplain in El Portal would increase flood-related risk to human safety and property) would outweigh the beneficial impacts of this alternative. Wetlands
In this section, wetlands were evaluated in the following locations: Yosemite Valley, El Portal, Tioga Pass Entrance, South Entrance, Hazel Green, Badger Pass, and Foresta. The South Landing, Henness Ridge, Wawona, and Big Oak Flat Entrance locations do not have wetlands; these areas are not discussed below. SIZE Yosemite Valley Wetland impacts would take place in the wetland types shown in table 4-27. The numbers of acres of impact are estimated based on geographic information system analysis of acreages of meadow and riparian vegetation types from the Yosemite Valley vegetation map (NPS 1994e). A net gain of approximately 118 acres of wetland would take place under Alternative 2 in Yosemite Valley. About 141 acres of wetland would be restored, 12 acres of new development in wetlands would take place, and 11 acres of redevelopment in degraded wetlands could take place. Overall, this would be a long-term, major, beneficial impact on the size of wetlands in Yosemite Valley.
Restoration would take place at former Upper and Lower River Campgrounds, North Pines Campground, the Yosemite Lodge cabin area, River Protection Overlay areas at Housekeeping Camp, part of Lower Pines Campground, Backpackers and Group Campgrounds, and Swinging Bridge Picnic Area. New development in wetlands could occur at the proposed Yosemite Village parking lot, at Curry Village (in maple-dominated drainages), and at Upper Pines Campground. Wetland delineation has been completed for Upper Pines Campground (Kleinfelder 1998). Four wetland tributaries to the Merced River and four small wetlands (less than 0.33 acre) lie within the Upper Pines Campground, would be avoided during all new construction. Wetland delineation would be completed prior to the design phase for the proposed Yosemite Village day-use parking area and at Curry Village for lodging and employee housing. This would take place well in advance of the project design phase to maximize opportunities for wetland avoidance and minimization of adverse impacts. If potential adverse impacts on wetlands are disclosed in subsequent planning and design efforts, additional compliance documentation would be completed as appropriate. Potential impacts to wetlands would require a Wetland Statement of Findings to be prepared in accordance with Directors Order #77-1. Wetlands proposed for restoration by the Final Yosemite Valley Plan/SEIS would be counted toward the compensation of wetlands, if needed, in future compliance. A wetland delineation and a functional analysis would be included in each Statement of Findings. A U.S. Army Corps of Engineers 404 permit would be prepared as required. Up to 11 acres of redevelopment in wetlands could occur under Alternative 2 (see table 4-27). The larger areas of redeveloped wetland would occur at Sentinel Picnic Area and Upper Pines Campground. Wetland delineation would be completed prior to the design phase for the proposed Sentinel Picnic Area. Wetland delineation has been completed for Upper Pines Campground (Kleinfelder 1998). Redevelopment within wetland boundaries would be avoided in the Upper Pines Campground area. Redeveloped wetlands may be considered an adverse impact if the sites still qualify as wetlands. Procedural Manual #77-1, Section 5.4 states that "development activities proposed for wetland sites that have been modified or degraded as a result of human activities" (but still meet the wetland definition) are considered new actions subject to Directors Order #77-1 and other statutes. Consequently, degraded wetlands should not be treated as preferred development sites simply because they are already in an impacted condition. Several smaller potential wetlands could be impacted by redevelopment. These occur in the proposed campground near Curry Orchard, Yosemite Village parking, and the proposed amphitheater at the concessioner stable. Wetlands at the Curry Orchard area and concessioner stable area have been delineated (Kleinfelder 1998). Wetlands would be avoided in redevelopment of campground and amphitheater areas. Potential wetlands at the proposed Yosemite Village parking site would be addressed by future compliance. Redevelopment in areas adjacent to wetlands would occur primarily at the former cabin area at Yosemite Lodge, the proposed road south of Yosemite Lodge, Yosemite Village, and Ahwahnee parking lot. Minor, adverse impacts would occur on neighboring wetlands due to altered water flows that sustain adjacent wetlands. These impacts would be minimized through site specific design resulting in negligible, adverse impacts. Out-of-Valley Areas At Hazel Green, a small palustrine scrub shrub wetland that covers less than a half-acre would be impacted by road and parking lot construction. This wetland, the headwaters of Hazel Green Creek, has been manipulated to concentrate flows entering a culvert under the Big Oak Flat Road. Impacts to this wetland would be addressed in detail by subsequent compliance. No impact on the size of wetlands would occur in El Portal, Badger Pass, South Entrance, Tioga Pass Entrance, or Foresta. INTEGRITY Yosemite Valley The integrity of wetlands would be improved by actions proposed in Alternative 2 in terms of the ratio of non-native to native species in palustrine emergent wetlands and with restoration of riverine and palustrine forest species along the Merced River. The removal of roads and utilities in low-lying areas would likely improve water flows and restore naturally high water tables that sustain native wetland vegetation. The River Protection Overlay and restoration of former campgrounds to natural conditions would decrease foot traffic along the Merced River and allow riverside vegetation to become reestablished. The elimination of guided trail rides (though not private stock use) would indirectly benefit wetlands by eliminating associated manure, which could flow into wetlands and result in unnaturally high levels of nutrients. Road- and trail-related activities that would directly benefit wetland integrity include the removal of roads through Stoneman Meadow and the south part of Ahwahnee Meadow and restoration of the area. Road- and trail-related activities that would have indirect, adverse impacts on wetlands include redesigning Southside Drive from El Capitan crossover to Curry Village to accommodate two-way traffic, constructing a multi-use paved trail from Swinging Bridge to El Capitan crossover, realigning Northside Drive along the southern perimeter of Yosemite Lodge, and constructing a new bridge across Yosemite Creek. These new roads and multi-use paved trails would directly affect some riverine and palustrine forest and scrub shrub wetlands at Sentinel Creek and along the Merced River. All new roads, multi-use paved trails, and road widening would be designed to accommodate natural water flow patterns to mitigate indirect effects. Under Alternative 2, the removal of roads from palustrine emergent wetlands and riverine and palustrine forest and scrub shrub wetlands within the River Protection Overlay would have a long-term, major, beneficial impact on the integrity of wetlands in Yosemite Valley. Out-of-Valley Areas In El Portal, implementation of the River Protection Overlay and protection of existing wetlands at Hennesseys Ranch would minimize wetland impacts. Rebuilding the levee could have direct, adverse impacts on wetlands along the levee alignment. These impacts would be minimized by restoration of the riverine and palustrine forest wetlands between the levee and the rivers edge. Should parking be constructed near the El Portal community hall, site design would protect the historic river channel of palustrine forest wetland. Overall, impacts on wetlands in El Portal are expected to be long-term, minor, and adverse and would not affect the overall viability of wetlands in the area. At Hazel Green, a small palustrine scrub shrub wetland that is less than half an acre in size could be directly affected by construction of an access road to Hazel Green Ranch and a day-use parking area. Impacts on this wetland would be minor and adverse and subsequent site-specific compliance and site design would minimize impacts to the extent possible. New indirect impacts at Badger Pass, South Entrance, and Tioga Pass Entrance on adjacent wetlands could occur as a result of heavy foot traffic. Foot traffic would be directed away from wetlands, though some additional foot traffic is still expected in the wetland area. This would be a minor, adverse impact on adjacent wetlands. If Hazel Green is not chosen as the out-of-Valley parking area on the Big Oak Flat Road corridor, parking would instead be constructed at Foresta. A one and one-half acre artificial palustrine scrub shrub wetland (in an old borrow pit), is directly adjacent to the proposed parking site and is expected to be impacted by radiating foot traffic. This would be a long-term, minor, adverse impact on wetlands in Foresta with implementation of appropriate mitigation measures (Chapter 3, Vol. IA). Wetlands adjacent to McCauley Ranch would be avoided in site design for the relocation of stable operations to Foresta, and potential radiating impacts of nutrients and non-native plant species from the stables would be minimized by aggressive management of stock and waste feed. CONNECTIVITY Yosemite Valley Under Alternative 2, the entire riparian corridor of riverine, palustrine forest, and palustrine scrub shrub wetlands along the Merced River, with the exception of Camp 6, would be restored with removal of Upper and Lower Rivers, Lower Pine, and North Pine Campgrounds, reconnecting these areas with adjacent palustrine emergent wetlands, and protecting the corridor from future degradation. Roads would be removed from Stoneman and Ahwahnee Meadows . This would be a long-term, major, beneficial impact on wetland connectivity in Yosemite Valley. Out-of-Valley Areas No additional adverse impacts on wetland connectivity would occur in El Portal, Foresta, Hazel Green, Tioga Pass Entrance, South Entrance, or Badger Pass. CONCLUSION Under Alternative 2 there would be a 118-acre net gain in the size of wetlands. Implementation of the River Protection Overlay and the removal of roads in Stoneman and Ahwahnee Meadows would substantially enhance the integrity of existing wetlands. A wetlands corridor would be recreated in the center of the Valley floor from the east Valley to Bridalveil Meadow, with the main exception of Camp 6. This would enhance natural processes such as flood interactions between the main Merced River channel, riparian borders, and meadows that are necessary to sustain healthy wetlands. The actions proposed in Alternative 2 would have a long-term, major, beneficial impact on the size, integrity, and connectivity of wetlands in Yosemite Valley. Minor, adverse impacts to wetland size and integrity would occur to out-of-Valley areas at El Portal, Hazel Green, Badger Pass, South Entrance, Tioga Pass Entrance, and potentially Foresta, with implementation of mitigation measures. CUMULATIVE IMPACTS Regional and parkwide planning efforts such as the Sierra Nevada Framework for Conservation and Collaboration (USFS); U.S. Forest Service management plans for adjacent wilderness; the Wilderness Management Plan Update (NPS); and the Fire Management Plan Update (NPS) could provide benefits to the size, integrity, and connectivity of wetlands. Cooperation among land management agencies would increase the opportunity to share common objectives and improve resource protection. These plans could also increase knowledge of resources and recreational use; they have the potential to have long-term, moderate, beneficial impacts on wetlands, though the proposed management direction has not been finalized. The Merced Wild and Scenic River Comprehensive Management Plan would affect wetlands through zoning and management designed to protect the river system and adjacent wetlands with long-term, major, beneficial impacts The Tuolumne Meadows Water and Wastewater Improvements (NPS) project and the Mariposa Creek Pedestrian/Bike Path (Mariposa Co.) project are in the early stages of planning. Until the scope and design of these projects is determined, it is not possible to determine the extent of impacts on wetlands in these areas. Other projects approved or planned for construction that could have beneficial effects on wetlands include campground rehabilitation projects in Tamarack, Yosemite Creek, Bridalveil, and Hodgdon Meadows Campgrounds, and the Merced River at Eagle Creek Ecological Restoration Project (Yosemite Valley). Erosion control and mitigation as a result of these projects could enhance and strengthen palustrine forest and palustrine scrub shrub wetlands. The Eagle Creek project would revegetate currently denuded riverbanks with benefits to palustrine forest and palustrine scrub shrub wetlands. The erosion control and restoration projects would have localized, long-term, and therefore minor, beneficial impacts on wetlands. Projects approved or planned for construction that could have adverse effects on wetlands include the Yosemite View Parcel Land Exchange (NPS), University of California, Merced campus (Merced Co.), and the Hazel Green Ranch (Mariposa Co.) project. The Yosemite View Parcel Land Exchange could directly impact existing palustrine forest and palustrine emergent wetlands along the Merced River corridor. A wetland zone traverses the Hazel Green Ranch site and could be impacted by radiating use, though proposed new development would not take place within the wetland corridor. The long-term direct impacts on wetlands would be moderate and adverse due to the relative rarity of undeveloped wetlands between the elevations of 1,000 and 3,000 feet, and the relative importance of remaining wetland habitat in the Sierra Nevada. Foothill areas below about 3,300 feet appear to have the greatest loss of wetlands of any region in the Sierra Nevada (UC Davis 1996) and are particularly important in terms of their productivity and diversity. These areawide projects (as described in Vol II, Appendix H), in conjunction with the impacts of the No Action Alternative, would have overall minor, adverse impacts on wetlands in the area. All of these impacts would be long term. The actions proposed in Alternative 2 would amount to a net gain of 118 acres of wetlands in Yosemite Valley. When the impacts of the past, present, and reasonably foreseeable future actions are combined with the actions proposed in Alternative 2, impacts on wetland size, integrity, and connectivity would be moderate and beneficial. This is mainly due to the relative rarity of wetland habitat in the Sierra Nevada today, and the large-scale and comprehensive restoration of wetlands in Yosemite Valley and regional and parkwide planning efforts such as the Sierra Nevada Framework for Conservation and Collaboration (U.S. Forest Service) and the Merced Wild and Scenic River Comprehensive Management Plan. Soils
The following discussion identifies and characterizes the soils impacts expected from implementation of Alternative 2. Impact intensities are based on the size, type, and disturbance history of the soil resources impacted. Soil resources are identified as highly valued resources (HVR), resilient (R) or other (O). The primary activities that would affect soil resources are discussed for each of the project areas. Generally, adverse impacts to soils would include a combination of soil removal, profile mixing, compaction, erosion, and contamination. Beneficial impacts would occur as a result of soil restoration. Construction-related impacts (such as compaction from equipment and erosion) would be expected to be short term and temporary, because they would be minimized through the use of Best Management Practices and would occur for a limited time. All other impacts are expected to be long term unless otherwise noted. YOSEMITE VALLEY Approximately 246 acres would be affected by actions proposed under Alternative 2: of this acreage, 136 acres are highly valued resource soils, 86 acres are resilient soil types, and 24 acres are other soils. Proposed restoration would occur on 177 acres, while the remaining impacted acres would be associated with new development. Acreages are calculated with the parameters used in the Yosemite Valley soil survey (SCS 1991). Some discrepancies between acreages in the text and the tables may occur due to rounding, differences in mapping sources, or because impacts less than 1 acre were not mentioned in the text. Construction-related (short-term) impacts would be negligible to minor since Best Management Practices (see Vol. Ia, Chapter 2, Soil Mitigation) would be utilized to minimize erosion and contain construction activities to the immediate area. A summary of affected soils is found in table 4-28. Curry Village Approximately 27 acres would be affected by actions proposed under Alternative 2: 11 of these acres would be restored (R=3, O=8); and 16 acres would be developed (R=8, O=8). Restoration activities would result in a moderate, beneficial impact on soil resources, because 8 acres of other soils would be restored. Development activities related to lodging redevelopment would result in moderate, adverse impacts because they would affect small areas of resilient and other soils. Other development activities would have negligible, adverse impacts because they would be relatively small and would generally affect previously disturbed sites. The overall impact to soil resources at Curry Village would be negligible and adverse. Yosemite Lodge Approximately 54 acres would be affected by actions proposed under Alternative 2: 48 of these acres would be restored (HVR=23, R=24, O=1); and 6 acres would be developed (R=5, O=1). Restoration of the floodplain area between the Yosemite Lodge and the Merced River would result in major, beneficial impacts to soil resources by restoring highly valued resource soils. Construction activities, such as those required for lodging units and the new bridge south of the Yosemite Creek Bridge, would have negligible, adverse impacts since these activities would be concentrated on resilient soils. The overall impact to soil resources at Yosemite Lodge would be major and beneficial.
Yosemite Village Approximately 20 acres would be affected by actions proposed under Alternative 2: 6 acres of these would be restored (HVR=5, O=1); and 14 acres would be developed (HVR=8, R=6). Restoration activities would occur on highly valued resource and other soil types. The net impact of these activities would be minor and adverse. The light fleet vehicle maintenance facility relocation to the National Park Service maintenance area would impact resilient soils that were previously disturbed. Other construction activities, such as the visitor center and firehouse, would impact undisturbed resilient and highly valued resource soils. The net effect of construction activities would be minor and adverse. Thus, the overall beneficial and adverse effects within Yosemite Village generally offset each other based on area and types of soils impacted, resulting in a net negligible and adverse impact. West Valley Approximately 12 acres would be adversely affected by actions proposed under Alternative 2 (R=7, O=5). Adverse effects would be primarily related to the construction of the North American Wall Picnic Area, and possible construction of a traffic check station near the El Capitan crossover. Both of these activities would occur on previously undisturbed resilient or other soil resources. Therefore, the overall effect of activities planned for West Yosemite Valley would be minor and adverse. Campgrounds Approximately 138 acres would be affected by actions proposed under Alternative 2: 114 of these acres would be restored (HVR=102, R=11, O=1); and 24 acres would be developed (R=23, O=1). The proposed project would have major, beneficial effects on soil resources due to the restoration of a large area of highly valued resource soils. A large portion of this acreage is related to the restoration of the 150-foot River Protection Overlay, campground removal at Upper and Lower River, and North Pines, and the restoration of the Swinging Bridge Picnic Area. Removal of the road from Sentinel Meadow would also have a beneficial impact by providing an opportunity to restore subsurface flow, thereby restoring historic soil properties. Adverse impacts are related to the development of new campground areas. Nearly all of the proposed areas for new campgrounds would impact resilient soil resources by limited amounts of compaction and erosion. Generally, the effects of campground development are less disturbing to soil resources than other construction activities. Thus, although the area of effect is relatively large (24 acres); the actual soil disturbance area would be much less extensive and would be reversible. Adverse effects due to campground development are expected to be minor and adverse. The overall impact within the campground area would be major and beneficial. Roads and Trails Transportation corridors such as multi-use paved trails and roadways have the potential to affect several soil types. Generally, trail construction would occur adjacent to existing linear corridors such as roads or utilities or would be upgrades of existing informal trails. The impact of new trail construction would be adverse yet minor because the impacts would primarily be in linear segments of previously disturbed soils. New trails would be constructed to accommodate surface and subsurface water flow. Additionally, upgrades to existing trails would decrease erosion in high-use areas. Overall, the construction of new roads and trails would have minor, adverse impacts. OUT-OF-VALLEY Soils information is limited for many of the out-of-Valley locations. The following discussion is based on the general soils information available or extrapolated from other local soil surveys. It is assumed that out-of-Valley impacts would primarily occur on resilient soil resources, because the topographic features outside of the Valley tend to be less constricting compared to those in the Valley. Disturbance to highly valued resource soils would be avoided as practicable, serving to reduce the likelihood of impacts on highly valued resource soils. General Best Management Practices and design requirements would reduce potential impacts to other soils. Thus, the following discussion is based on the premise that the majority of adverse impacts would occur on resilient soil resources, where feasible. El Portal Most all of the impacts at El Portal would be long term and adverse. Adverse impacts would be related to the construction of parking facilities and employee housing. Beneficial impacts would be related to the removal of the commercial bulk fuel facility. Soils within the El Portal area tend to be susceptible to mass movement and erosion, and have substantial development limitations. Therefore, Best Management Practices and other mitigation measures described in Vol. Ia, Chapter 2, Soil Mitigation, would be implemented to minimize erosion and soil movement. Due to the size of the proposed activities and the limited space available for construction, this alternative would have a moderate, adverse impact on soil resources in the El Portal area. Badger Pass The soils at Badger Pass are appropriate for development, provided that Best Management Practices are incorporated into the construction and design. Potential problems tend to be associated with moderate to steep slopes and erosion control. Construction of the parking facility would result in locally minor, adverse impacts given it is currently used as parking. Hazel Green Most of the soils at Hazel Green are classified as resilient or other. Soils along the creek are highly valued resources; however, impacts in the riparian area would not be proposed. Construction of the parking facility would require a relatively large area and would result in moderate, adverse impacts. Foresta Impacts to soils in Foresta would occur if the National Park Service and concessioner stables are relocated to McCauley Ranch, and as a result of the reconstruction of employee beds destroyed in the 1990 A-Rock fire and the relocation of campsites for park-sponsored volunteer groups. However, impacts would be minor and adverse, because soils in these areas tend to be resilient and the area of impact would be relatively small. If out-of-Valley parking does not occur at Hazel Green, additional soil disturbance would occur at Foresta due to construction of day-visitor parking. This parking facility would result in moderate, adverse impacts to soils. Wawona The soils within the Wawona area have mostly minor limitations for structures. Construction of housing facilities would occur on mostly resilient soils that are suitable for this use. Impacts at Wawona would be expected to be minor and adverse. Entrance Stations Development and/or redevelopment of visitor centers near the existing entrance stations would result in adverse impacts to soil resources. The centers would be developed adjacent to existing stations, and generally would be located in areas that are suitable to the proposed use. The size of impact for each facility would be relatively small. The impact due to construction of visitor centers would be negligible and adverse. CONCLUSION Beneficial impacts on approximately 177 acres would be associated with restoration activities, including removal of structures, facilities, and campgrounds in Yosemite Valley. Most restoration activities would occur on highly valued resource soils, with 128 acres of restoration. Most of the adverse impacts in this alternative would be within heavily trafficked areas or adjacent to previously developed areas. The affected series are primarily resilient soil types (48 acres) with physical attributes that generally support the type of projects proposed in Alternative 2, without major management requirements. Eight acres of highly valued resource soils would be impacted by new development. The areas of disturbance are fairly localized with a very low net loss of previously undisturbed soil acreage. The net Valley impact of Alternative 2 would be moderate and beneficial. Approximately 80 acres would be impacted by out-of-Valley projects; use of erosion controls during construction, and designed engineering controls would reduce, but not eliminate, long-term impacts in these soils outside of the Valley. Proper use of engineering controls and mitigation measures would result in an overall moderate, adverse impact to soils outside of the Valley. The summary of all impacts resulting from actions proposed in Alternative 2 would be moderate and beneficial within Yosemite Valley, and moderate and adverse outside of the Valley. Alternative 2 would include a large amount of restoration within Yosemite Valley and would result in a greater beneficial impact to soils than the No Action Alternative. Although some facilities would be relocated outside of the park, it is expected that the relocations would use less sensitive resources than are currently being affected in the Valley. Furthermore, facility design and construction would utilize current technologies and Best Management Practices to minimize impacts. Out-of-Valley impacts would be locally moderate and adverse, but would be focused on resilient soil resources at all locations except for El Portal. Thus the overall impact for Alternative 2 would be minor and beneficial. CUMULATIVE IMPACTS Actions outside Yosemite National Park generally do not impact the same soil types as those found within the Valley, because soil types vary by geographical location. Therefore, the other present and reasonably foreseeable future projects considered to possibly have a cumulative impact on soils must occur in proximity to the park. For purposes of this evaluation, projects within five miles of the park were considered to have a potential effect on soil types consistent with those found in the park. These projects include:
Each of the above projects considered as having cumulative impacts has the potential to produce further soil disturbances. These disturbances would include erosion and compaction associated with development, such as the expansion of the Evergreen Lodge and Hotels in El Portal. Projects in Tuolumne Meadows may impact highly valued resource soils that are susceptible to erosion. While projects such as the Replacement/Rehabilitation of Yosemite Valley Sewer Line (NPS) may have beneficial effects on water resources, their effect on soils would generally be adverse as a result of soil mixing and compaction. Overall, the projects outside of the park that may have cumulative impacts are small in scope, compared to the total area of the region. Additionally, the impacts associated with those projects would be minimized through the use of Best Management Practices, as required by local, state, and federal regulations. For these reasons, the impacts expected to occur outside of the Final Yosemite Valley Plan/SEIS would be long-term, minor, and adverse. As described above, the overall impact of Alternative 2 would be minor and beneficial. Consequently, the cumulative impacts that would result from Alternative 2, in conjunction with the expected impacts resulting from present and reasonably foreseeable future projects, would be negligible and beneficial. The beneficial impacts resulting from Alternative 2 restoration actions would be quite substantial because they are the primary beneficial impacts on soil resources that would occur. Thus, implementing actions proposed under Alternative 2 would serve to offset some of the adverse cumulative effects of other projects in the vicinity of the park. Vegetation
All impacts on vegetation identified through this analysis are considered long term unless otherwise noted. Short-term impacts would occur during construction or implementation of actions. Based on the mitigation measures (see Vol. Ia, Chapter 2) to be taken, all short-term construction-related impacts are expected to be negligible. Plant communities within the out-of-Valley areas do not directly related to the grouped vegetation types defined for the Valley due to elevation, terrain, and plant composition differences. Therefore, plant communities in out-of-Valley areas are described separately from Valley vegetation types. YOSEMITE VALLEY The actions proposed under Alternative 2 would result in a net gain in all vegetation types, except upland and other (orchards, bare ground, lawns) communities. Table 4-29 summarizes the total areas of each vegetation type that would be adversely and beneficially impacted by Alternative 2. Minor discrepancies in totals between table and text are due to rounding impacts to the nearest acre. It should be noted that the size of the area affected was only one of the factors used to evaluate impact magnitude. The continuity, productivity, structure, and diversity of the vegetation type are also factors considered in this impact analysis.
Approximately 100 acres of existing developed or disturbed areas within the Valley would be converted back to natural vegetation through the restoration actions described below. These actions would have a major, long-term beneficial impact to the continuity of Yosemite Valleys plant communities. Due to their linear nature, transportation corridors such as multi-use paved trails and roadways would have the potential to affect multiple vegetation types. Therefore, rather than repeating this discussion under each vegetation type below, road and trail impacts are described here. Under this alternative, there would be new paved trail segments constructed. Generally, these trails would either parallel existing linear corridors such as roads or utilities or would be located within areas that have been previously disturbed by past actions or social trails. The purpose of these new trail segments would be to provide connections to existing paved trails to improve the overall multi-use trail network for alternative modes of transportation through the Valley, which would reduce the need for cars. The impact of new trail construction would be adverse to vegetation; however, the impact would be minor to moderate given the small amount of vegetation impacted (9 acres). The impacts would occur primarily in previously disturbed uplands (non-highly valued resource), and they would be designed to avoid as many mature trees as possible as well as to accommodate surface and subsurface water flow. The new trails would, however, increase fragmentation. Similarly, the three segments of realigned roadway and the one widened roadway would also have minor, adverse impacts on vegetation (3 acres). The new bridge over Yosemite Creek would impact a small area of California black oak vegetation (0.5 acre) adjacent to the existing bridge. The actions would result in a moderate adverse impact to this community. Restoration of meadow (3 acres) and California black oak (0.5 acre) habitat would occur as a result of road removal within Ahwahnee and Stoneman Meadows and the turnout lanes at Northside Drive through El Capitan Meadow and Southside Drive near Bridalveil Fall. The impact on these vegetation types would be moderate and beneficial because they are both highly valued resource types. Overall, the road and trail impacts would have a negligible to minor, adverse effect on vegetation because the adverse effects would generally be to previously disturbed, non-highly valued resource types. The beneficial effects would restore highly valued resource types, compensating for some of the adverse impact. Upland Communities Upland vegetation makes up the largest group of vegetation types within Yosemite Valley. Alternative 2 actions would result in the restoration of approximately 15 acres of existing upland vegetation types in the Valley and the development of roughly 49 acres of currently undeveloped upland types. The overall impact of this alternative on upland communities would be minor and beneficial due to improved conditions of upland vegetation through re-introduction of fire and decreased plant community fragmentation. Beneficial Impacts Restoration actions within upland communities would be completed in several locations in the Valley under this alternative. The main restoration sites would be at the Group and Backpackers Campgrounds (2 acres), Yosemite Lodge (4 acres), Church Bowl Picnic Area (1 acre), Yellow Pine Campground (1 acre), the utility area at Ahwahnee (3 acres), and the talus slope zone at Curry Village (7 acres). The beneficial impacts to upland vegetation size and continuity in these sites are listed below:
The beneficial impacts to natural structure, diversity and productivity of upland vegetation types would include the following:
Adverse Impacts The new development in upland communities would occur primarily within the east Valley and generally be concentrated in areas that have been previously disturbed. Most of the adverse impacts in the east Valley would result from the construction of new walk-in campgrounds east of Upper Pines, the new South Camp and Backpackers Campground, the addition to Upper Pines Campground, the campground checkpoint, the new walk-to campgrounds north of Tenaya Creek (2 acres), the new Curry Village housing/lodging (20 acres), the new lodging at Yosemite Lodge (5 acres), and the new parking at Camp 6 (8 acres). The adverse west Valley impacts would primarily occur at the new North American Wall Picnic area (2 acres), and if it was found necessary, a new traffic check station at El Capitan crossover (10 acres). Adverse impacts to upland vegetation size and continuity would occur within the following areas:
Adverse impacts on natural structure, diversity, and productivity of upland communities would include:
California Black Oak Communities The California black oak vegetation type is considered a highly valued resource because of its transitional character between wet meadows and drier uplands as well as its links to wildlife and ethnographic resources. Under Alternative 2, the actions proposed would result in approximately 9 acres of adverse impacts and approximately 19 acres of beneficial impacts to this community. The overall impact of this alternative on California black oak woodlands in Yosemite Valley would be major and beneficial due to the limited nature of this community in the Valley and the long-lived nature of these trees. Beneficial Impacts The restored California black oak areas would primarily occur in the former Upper and Lower River Campgrounds; Lower and North Pines, Backpackers and Group Campgrounds (15 acres); the Yosemite Lodge area (2 acres); and at the Ahwahnee tennis courts (1 acre). Restoration at the Church Bowl Picnic Area and the Superintendents House (Residence 1) would improve approximately 1 more acre of California black oak woodland. Beneficial impacts on the size and continuity of California black oak vegetation are listed below:
The natural structure, diversity, and productivity of California black oak vegetation would benefit from Alternative 2 in the following ways:
Adverse Impacts The adverse impacts would primarily occur as a result of the new lodging at Curry Village (5 acres) and development of the new South Camp walk-in sites (2 acres), wilderness parking area (1 acre), and the Camp 6 parking area (1 acre). The size and continuity of California black oak vegetation would be adversely impacted by:
Meadow Communities Approximately 8% of the Valley vegetation falls in the meadow vegetation type (NPS 1994e). Under Alternative 2 there would be 5 acres of adverse impacts at Camp 6 and 43 acres of meadow vegetation restored within the Valley. The overall impact of this alternative on the meadow vegetation type would be major and beneficial. Beneficial Impacts Alternative 2 would have a beneficial impact to 45 acres of meadow through the restoration of the area between the Yosemite Lodge and the Merced River (20 acres), Upper and Lower River Campgrounds (23 acres), and North Pines Campground (1 acres) and the removal of the Curry Orchard, followed by restoration (1 acres). Additional benefits to the meadows would be accomplished through improved water flow and a decrease in radiating impacts such as trampling. The size and continuity, natural structure, diversity, and productivity of meadow vegetation would be beneficially affected by the following actions:
Adverse Impacts Alternative 2 would have adverse impacts on meadow vegetation type in the area of Camp 6 (5 acres), where meadow once occurred and now only fragments remain. The adverse impacts to size, continuity, structure, diversity, and productivity of meadow communities include the following:
Riparian Communities Actions under Alternative 2 would result in an adverse impact to an estimated 7 acres of riparian vegetation but would create beneficial impacts to more than 96 acres of riparian vegetation. The overall impact of this alternative on riparian vegetation would be major and beneficial. Beneficial Impacts Restoration actions would be concentrated in the Merced River floodplain areas near Yosemite Lodge (19 acres); Upper and Lower River, Lower Pines, North Pines, Group, and Backpackers Campgrounds and the dump station (61 acres); Housekeeping Camp (9 acres); Yellow Pine Campground (3 acres); Swinging Bridge Picnic Area (2 acres); and the ephemeral stream that crosses through the talus slope zone of Curry Village (2 acres). The beneficial impacts to size and continuity of riparian vegetation would occur from the following:
Adverse Impacts Adverse impacts would primarily take place at the new walk-in campsites east of Upper Pines Campground (3 acres) and at the new lodging at Curry Village (4 acres). Additional impacts would occur as a result of radiating use from these new and redeveloped sites. Adverse impacts to size and continuity, natural structure, diversity, and productivity of riparian communities are listed below:
Other Communities The Alternative 2 actions would result in adverse impacts to about 5 acres of other types of vegetation ground cover. Twenty-seven acres of bare ground, orchards, watered lawns, bare areas, and developed open areas would be restored to either upland or highly valued resource vegetation types. The beneficial impacts have been discussed in the upland, California black oak, meadow, and riparian discussions above, and include restoration of the Curry Orchard to a mix of meadow, riparian, and California black oak stands and restoration of the concessioner stables at North Pines Campground to riparian and California black oak woodlands. Adverse impacts would occur in areas where sparsely vegetated lands would be developed, such as the addition of parking at Camp 6 and new housing and lodging at Curry Village. Overall, there would be negligible beneficial impacts on these other vegetation types under Alternative 2. OUT-OF-VALLEY AREAS Alternative 2 proposes new parking facilities at three out-of-Valley areas: El Portal; Hazel Green Ranch (with Foresta as an alternative site in the Big Oak Flat road corridor); and Badger Pass. Stables would be relocated to Foresta and 14 additional housing units would be added. In addition, if negotiations do not work out with the private landowner at Hazel Green, Foresta would be the preferred parking area in the Big Oak Flat corridor. New housing would be developed in the Wawona area, and a new visitor center/orientation center would be developed at the Big Oak Flat Entrance, South Entrance, and El Portal Entrance areas. No impacts would occur at Henness Ridge or South Landing. No restoration actions are proposed in any of the out-of-Valley areas except for El Portal; therefore, there would be no beneficial impacts in these areas other than in El Portal. El Portal Vegetation types found in the El Portal area of impact include oak (a type of upland vegetation) and riparian; however, the plant composition of these types varies from those of the Valley. Meadow and California black oak types are not represented here. The overall impact of this alternative on El Portal vegetation would be moderate and adverse. Upland Communities Adverse Impacts
Riparian Communities Beneficial Impacts
Adverse Impacts
Foresta The development being considered for Foresta under Alternative 2 includes stables, a Volunteers-in-the-Parks Campground, and the replacement of 14 employee houses destroyed in the 1990 A-Rock Fire, and, if Hazel Green failed as an option for parking, a day-visitor parking facility. The area of potential impact would be approximately 2 acres for the relocated stable facilities, 3 acres for the campground and, possibly, additional space for parking. Housing impacts would occur within existing developed areas. The overall impact of Alternative 2 on Foresta vegetation would be minor and adverse and would increase to moderate and adverse if parking were established at this site Adverse Impacts
Badger Pass The vegetation in the area of potential development within the Badger Pass area includes white and red fir (upper montane forest). A 400-space parking area would be designated within the existing ski area parking lot. Up to an additional 1 to 2 acres of new development would be required for the associated utilities. The overall impact of this alternative on the Badger Pass area vegetation would be minor and adverse. Adverse Impacts
Henness Ridge Alternative 2 would include no actions in the Henness Ridge area. Hazel Green The vegetation at Hazel Green includes conifer forests, California black oak, meadows, and riparian areas. Up to 27 acres of vegetation would be impacted under Alternative 2 by development of a parking area and access road. Overall impacts to vegetation would be moderate and adverse with the implementation of mitigation measures described in Chapter 2. Adverse Impacts
Wawona Construction of housing with associated infrastructure improvements would have an overall long-term, moderate, adverse impact on vegetation in Wawona. Adverse Impacts
Big Oak Flat Entrance Additional parking and construction of a new visitor contact station (visitor center) would increase the footprint of the existing site by up to 5 acres. Impacts at the Big Oak Flat Entrance would be long term, adverse, and minor due to the small size of additional impact, the existing level of habitat fragmentation, and the existing high potential for introduction of non-native plant species. Impacts to upland vegetation (ponderosa pine forest and mixed conifer forest) may occur depending on the actual site design, which is not known at this time. Impacts would include paving, the removal of trees and groundcover, an increased difficulty in managing fuels and vegetation structure with fire (due to the presence of additional structures requiring fire protection), and trenching impacts to root systems (with potential weakening of the health of directly affected trees). Tioga Pass Entrance Tioga Pass vegetation is characterized by a mosaic of both wet and dry subalpine meadows (dominated by native perennial grasses, sedges, rushes and forbs), and lodgepole pine forests. Continued degradation of these vegetation types would occur under Alternative 2. The impacts resulting from this alternative would be long-term, moderate, and adverse because of a loss of vegetation and further degradation of vegetation community structure and diversity within a currently disturbed area. Adverse Impacts
South Entrance Vegetation at the South Entrance to Yosemite National Park is characterized by dense montane, mixed conifer forest dominated by a white fir overstory with subordinate sugar pine, Douglas-fir, ponderosa pine, and Jeffrey pine. Riparian vegetation occurs along ephemeral and perennial stream channels. Continued degradation of these vegetation types would occur under Alternative 2. The impact of this alternative would be long-term, minor, and adverse because there would be some increase in vegetation loss and degradation as compared to the existing condition. Adverse Impacts
CONCLUSION Adverse impacts would occur to all vegetation types within Yosemite Valley under Alternative 2; however, the majority of the impacts would occur within upland and other (orchards, bare ground, lawns) vegetation types. Overall, there would be a major reduction in habitat fragmentation of the most highly valued vegetation types in Yosemite Valley under Alternative 2. Implementation of the River Protection Overlay would facilitate this improvement. Both meadow and riparian areas would receive major beneficial effects from the removal and/or consolidation of facilities out of the Merced River floodplain, including two historic bridges and former campsites. There would be an increased ability to restore large portions of the Valley to natural conditions with native understory and overstory composition and structure, increasing wildlife habitat. Camp 6 would still be used for parking, with continued impacts to adjacent riparian and meadow areas. California black oak woodlands would also receive major, beneficial effects by the removal of some structures within existing oak stands and the potential for restoration of large areas of former California black oak. Upland communities would receive minor, beneficial impacts from the removal of some facilities and the resulting improved conditions of the remaining stand structure and productivity. In El Portal, moderate, adverse impacts would occur to the oak, upland, and riparian vegetation communities due to new development and radiating impacts from an increased human population. Vegetation in the Wawona, Hazel Green, Foresta, and Tioga Pass areas would be moderately, adversely affected; upland forests and California black oaks would be affected by new housing and increased opportunity for non-native plant establishment; montane forests would be affected by a new parking/transit facility; meadow and riparian areas would be affected by increased opportunities for non-native plant establishment; and lodgepole forest would be affected by a visitor center. Expected radiating impacts would have minor, adverse effects to meadow, riparian, and other adjacent vegetation types because of an increased human presence in the spring and summer. If parking were added at Foresta rather than Hazel Green, additional impacts there would be moderate. Long-term, minor and adverse effects would occur at Foresta (without parking), the Big Oak Flat entrance area, the South Entrance area, and Badger Pass because of increased radiating impacts from a greater human presence, a higher chance of non-native plant establishment, and an increased fragmentation of vegetation. The overall impacts of Alternative 2 on vegetation would be long-term, moderate, and beneficial based on (1) the large areas of highly valued resource vegetation that would be restored, (2) the majority of the adverse impacts would occur to non-highly valued resource vegetation types (uplands and other), and (3) the limited amount of new fragmentation generated. CUMULATIVE IMPACTS The overall impacts of past, present, and reasonably foreseeable future projects on vegetation would be the same for Alternative 2 as is described for Alternative 1. The majority of adverse impacts to upland vegetation in Yosemite Valley under Alternative 2 would occur within non-highly valued resource vegetation types. Construction of the Indian Cultural Center would result in the loss of California black oak and upland vegetation communities, which would offset a portion of the benefits associated with Alternative 2. There would also be short-term, adverse impacts to upland communities in Yosemite Valley due to the conversion of current conifer communities to more highly valued plant communities such as riparian, meadows, and California black oak woodlands. Alternative 2, in conjunction with those areawide project impacts described in the cumulative discussion of Alternative 1, would result in long-term, moderate, and adverse impacts to upland vegetation in El Portal, Wawona, Hazel Green, and Badger Pass, as well as at all park entrance stations due to the addition of structures and parking. Areawide projects that would contribute to cumulative beneficial impacts to vegetation include the Hazel Green Ranch development, in which meadow preservation would be emphasized as part of the project; Yosemite Gateway Plaza, Big Oak Flat (Tuolumne Co.) improvements; and the A-Rock Reforestation (USFS, Stanislaus) project. Although this alternative would result in loss of individual upland trees, it would constitute an improvement in the overall function of remaining upland communities through the re-introduction of fire, with a resultant improved stand density and health. The overall effect of the future projects on upland vegetation would be minor and adverse because regional vegetation management would offset some of the adverse development impacts (vegetation loss and degradation) resulting from areawide projects. Increased human activity and related air quality degradation in the Yosemite Valley and other montane areas could adversely affect ponderosa pine, Jeffrey pine, and other ozone-intolerant species. The National Park Service has operated an ozone monitoring station at Turtleback Dome for more than a decade to identify ozone trends in Yosemite Valley. Although cleaner burning vehicles and fuels should reduce the amount of ozone in the atmosphere in the future cumulative effects to such plant species are expected to continue. Other cumulative impacts to vegetation under Alternative 2 would include community fragmentation because of increased land development and potential continued introduction of non-native plant species. Cumulative impacts to riparian vegetation would also be expected due to development and other pressures along the narrow Valley floor adjacent to the Merced River. Restoration actions proposed in Yosemite Valley and the removal of structures with resulting decreased habitat fragmentation in some areas, would result in more acres of California black oak woodland. Potentially there would also be more acres of potential California black oak woodland through the re-introduction of fire into stands adjacent to uplands. Loss of California black oaks, valley, canyon live, and blue oaks through construction in Wawona and El Portal, however, would increase habitat fragmentation of these sites; site planning to avoid large trees and designing landscapes to minimize irrigation impacts would help mitigate these actions. Most talus (canyon live oak) communities in Yosemite Valley would either not be impacted or would be restored under this alternative. In conjunction with reasonably foreseeable future projects, Alternative 2 would have cumulative negligible to minor, beneficial impacts to oaks. Alternative 2 calls for the implementation of a River Protection Overlay in Yosemite Valley, which would create long linear sections of intact riparian vegetation after restoration efforts were completed. The natural links with meadows would be restored, and large, continuous meadow areas would be recreated in the east Valley. However, this alternative also prescribes additional multi-use paved trails, which often follow or cross riparian areas. Impacts could also occur to subalpine meadows at Tioga Pass. Thorough site planning could prevent impacts to riparian and meadow zones in all new development areas by avoidance, resulting in a cumulative moderate beneficial impact to riparian and meadow vegetation. Therefore, the overall cumulative impact of Alternative 2 on vegetation, in conjunction with reasonably foreseeable impacts from future projects, and plans inside and outside of Yosemite National Park would be minor beneficial. | Table
of Contents | Environmental Consequences
| Alternative 1 | Alternative
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