Yosemite Lodge Area Redevelopment Environmental Assessment

Main . Letter From The Superintendent . Table of Contents . Finding of No Significant Impact . Errata Sheets: Part 1, Errors & Clarifications . Errata Sheets: Part 2, Summary of Substantive Public Comments & Responses . Merced Wild and Scenic River Section 7 Determination . Wetland Statement of Findings . Floodplain Statement of Findings

Yosemite Home . Yosemite Planning Page

Errata Sheets:  Part 1, Errors and Clarifications

The environmental assessment was available for public review and comment for a 30-day period from July 18, 2003 through August 18, 2003.  On August 21, the comment period was extended to September 2, 2003. The comments received were screened to determine whether any new issues, reasonable alternatives, potential for significant impacts, or mitigation measures were suggested. The comments received did not identify new issues, alternatives, or mitigation measures, nor did they correct or add substantially to the facts presented in or increase the level of impact described in the environmental assessment. Comments in favor of or against the proposed action or alternatives, or comments that only agree or disagree with National Park Service policy are not considered substantive (i.e., they did not challenge the accuracy of the analysis, dispute information accuracy, suggest different viable alternatives, and/or provide new information that makes a change in the proposal). Several comments, although not substantive, did result in changes to the environmental assessment. No modifications to the Selected Alternative were made as a result of public comments on the environmental assessment.  The park did, however, modify some individual route segments to further minimize impacts to highly valued resources, particularly California Black Oaks.

 

Changes to the environmental assessment are outlined below.

 

1.       The section of the document on Regulations, Policies, and Management Goals has been revised to clarify that this document also serves as the environmental document for the California Environmental Quality Act review process.  The Central Valley Regional Water Quality Control Board serves as the lead agency for the California Environmental Quality Act review process and Clean Water Act Section 401 Water Quality Certification process.

 

Page I-5, Regulations and Policies, the following sentence is added to the end of the paragraph.

 

This environmental document also serves as the environmental document for the California Environmental Quality Act review process.  The Central Valley Regional Water Quality Control Board serves as the lead agency for the California Environmental Quality Act review process and Clean Water Act Section 401 Water Quality Certification process.

 

2.       Changes were made regarding utility infrastructure in the Curry Village Employee Dormitory area based on the completed design for the housing project.

Page II-6, Phase 1 – Improvements, The eighth bullet is revised as follows:

§         Curry Village Dormitory Utility Corridor and Electric Transformer

 

3.       Changes were made regarding utility infrastructure in the Curry Village area based on the completed design for the employee housing project in this area.

Page II-11, Curry Village, The first full paragraph is revised as follows:

“A new Curry Village Dormitory Utility Corridor would provide an underground electric corridor and Electric Ttransformer would be constructed above ground at  to the proposed employee housing area, buildings, and a wastewater upgrade would be constructed into Curry Village to replace an existing gravity wastewater line (Curry Village Gravity Wastewater Line Replacement). These wastewater line improvements would require excavations for these along the corridors; however, corridor the construction would be coordinated with construction of other proposed improvements in the Curry Village area.

 

4.       Multiple commentors requested clarification regarding how construction of utility corridors under existing roadways would affect road widths. 

 

Page II-13, Utility Corridor Construction, the third paragraph is revised as follows:

“As shown in Figures II–27 and II–28 all utilities placed in road corridors are expected to be placed within the 26-foot roadway easement existing roadway footprint.  No roads are proposed to be widened under this project. Wastewater manholes would also be located within the road corridor. Electric and communications access manholes would have to occur outside of the road travel lanes and be located just off of the shoulder of the road.  This would extend the disturbance area to 10 feet beyond the roadway lanes at access points.  These access points would be sited to avoid impacts to mature trees along the roadside. Disturbance area estimates were developed to assist in evaluating the impacts of the proposed utility corridors. Although the utility corridors themselves are not expected to exceed 26 feet would not exceed the existing road widths, a 100-foot corridor has been used to conservatively estimate impacts and to account for access to work areas and equipment maneuvering requirements. Merced River crossings have been analyzed with a 150-foot corridor to conservatively account for additional effects associated with working in the river.”

In addition, Figures II–27 and II–28 have been retitled to “Typical Utility Corridor Cross Sections” and a note has been added to these figures stating “Road widths shown are approximate.  Utilities will be placed within existing road footprints and Valley roads will be replaced at their existing widths.”

 

5.       Commentors requested clarification on construction activities that would occur during nighttime hours.

 

Page II-15, Construction of Lift Stations, a new sentence was added to the end of the section, as follows:

 

“Nighttime construction activities will include those activities technically required to occur at night, such as activities associated with implementing wastewater system bypasses to allow new lift stations to be connected into the wastewater system.  These activities will be minimized by constructing as much of the bypass system as possible during daytime hours and limiting nighttime activities to the minimum required to implement the by-pass and tie in the lift stations.  Since there are a limited number of lift stations in each construction phase, these nighttime activities would be minimal.

 

6.       The discussion of the electric transformer at the Curry Village Dormitory was modified to reflect more recent design information on the housing area. 

 

Page II-15, Construction of New Electric Transformers, the second paragraph was revised as follows:

 

“New transformers are proposed for the Upper Pines Campground, Lower Pines Lift Station, Curry Village Dormitory, the proposed North Pines Amphitheater, Housekeeping Camp Lift Station, Tenaya Creek Campground Lift Station, and the proposed Yosemite Village Transit Center. The transformer sites are expected to consist of underground, pre-cast concrete vaults containing submersible electric transformers and associated electrical lines. The transformers are expected to occupy approximately 200 square feet and be approximately 4 feet deep.  The transformer at the Curry Village Dormitory is expected to be above ground and pad-mounted and screened with a fence.

 

Figure II-27: Typical Utility Corridor Cross-Sections [PDF]

 

Figure II-28: Typical Utility Corridor Cross-Sections [PDF]

 

7.       Commentors requested clarification of the project’s affect on Valley utility capacities and existing capacity limits on the Valley wastewater system.

 

Page II-16, Current Water Supply and Wastewater Treatment Capacity Does Not Change, the following revisions have been made.

 

“All of the alternatives under consideration would maintain the existing wastewater treatment capacity at the El Portal Wastewater Treatment Plant, as well as the current water supply capacity of the park water wells and water storage tank  which is currently the limiting factor on the Valley’s wastewater system capacity.  Similarly, no alternatives change the capacity of the park’s groundwater wells or the water storage tank used to provide potable water to Valley facilities.  The utility relocations, improvements, and upgrades proposed in this project ensure that Valley utilities can efficiently serve existing facilities and those identified in the Yosemite Valley Plan.  The Yosemite Valley Plan calls for a reduction of visitor and employee accommodations in the Valley and for a reduction in facilities and infrastructure in the River Protection Overlay.  The utility relocations, improvements, and upgrades are designed to meet these goals.  The proposed improvements are not designed to increase overall utility capacity, nor to accommodate greater numbers of employees and visitors, but to improve park utility operations by upgrading and modernizing equipment and facilities to meet currently accepted engineering safety and reliability standards. None of these improvements are expected to increase the number of visitors or employees accommodated in the Valley river corridor.  None of the alternatives propose changes to wastewater treatment or water supply capacity.

 

8.       A Commentor asked for clarification on whether the mitigation measures applied to Alternative 1 the No Acton Alternative.

 

Page II-20, the heading Mitigation Measures Common to All Action Alternatives has been changed to Mitigation Measures Common to All Alternatives, and the paragraph below the heading has been revised to read as follows:

 

“The National Park Service places a strong emphasis on avoidance, minimization, and mitigation of impacts. To help ensure that implementation of the proposed East Yosemite Valley Utilities Improvement Plan and all activities associated with implementation of the repairs required to the existing wastewater system under all three alternatives protects natural and cultural resources and the quality of the visitor experience, mitigation measures have been developed and would be implemented in accordance with the guidance of the Merced River Plan and the Yosemite Valley Plan. “

 

In addition, Figure II-22 has been revised to reflect these changes.

 

9.       The Housekeeping Utility Corridor has been refined by the park to further minimize impacts to mature trees in the Housekeeping Area. 

 

Page II-11, Housekeeping Camp, third sentence has been revised as follows:

 

“A new Housekeeping Utility Corridor would provide wastewater, and communications and electric service from the Southside Drive Utility Corridor, then along the Housekeeping Camp access road, to the west along the Housekeeping Camp access road, through a clearing in the camp area to a proposed new Housekeeping Lift Station and electric transformer.”

 

Figure II-22: Alternative 2 Curry Village (Subarea 5) [PDF]

 

In addition, Figure II-23 has been revised to reflect this change.

 

10.   The Yosemite Village West Wastewater Realignment has been refined by the park to reduce impacts to mature California Black Oak trees along Northside Drive.

 

Page II-12, Yosemite Village, the first full sentence is revised to read as follows:

 

“The gravity wastewater lines from Yosemite Village (Yosemite Village West Wastewater Realignment) would be routed down along Village Drive, and Northside Drive to the lift station then to the southeast to meet with Northside Drive, and would then follow Northside Drive to the east to the proposed Transit Center Lift Station.

 

In addition, Figure II-24 has been revised to reflect this change.

 

11.   Route Option A in the Camp 6/Cook’s Meadow area was refined by the park to further reduce potential impacts to mature California Black Oaks near Residence One.

 

Page II–12, Camp 6/Cook’s Meadow, the fourth paragraph has been revised to read as follows:

 

“During consultation with culturally associated tribes regarding the effects of the proposed Yosemite Creek Utility Corridor route on a traditional cultural resource area, a second option for the Yosemite Creek Utility Corridor was proposed. This potential option, referred to as Route Option A, would leave Northside Drive approximately 150 200 feet east of the access road to Residence One, and head then travel diagonally to the southwest toward an existing water hydrant located at the northeast corner of Residence One, and then following the access road to the parking area where it  would head east toward Yosemite Creek just north of the Residence One parking area.  This route would cross Yosemite Creek at the same just north of the location as the corridor described above (Figure II-25). This option is approximately 100 feet slightly shorter, but does cross the bike trail to the east of Residence One and through some previously undisturbed wooded areas. The route affects the same archeological site as the proposed route, but affects less traditional resources, such as California Black Oak, mushrooms, and other traditionally used plants. Because consultation with the tribes is continuing on the effects of the proposed route and this option, the option has been incorporated into the analysis of Alternative2. Each section of the analysis in Chapter 4, will briefly address the difference between the proposed route and Route Option A for the Yosemite Creek Utility Corridor.”

 

In addition, Figure II-25 has been revised to reflect this change.

 

12.   Figure II-26 has been revised to reflect the routing refinements discussed above for Figures II-22 through II-25.

 

13.   Table II-1, Summary Comparison of Key Features of the Alternatives, has been revised to reflect updated design information for the employee housing project in the Curry Village area. 

 

Page II-31, Table II-1, Summary Comparison of Key Features of the Alternatives, has been revised as shown on the following table

 

14.   An error on Alternative III in Table II-2, Summary of Environmental Consequences, has been corrected to be consistent with the soils analysis in Chapter IV, which states that after mitigation impacts to soils would be minor.

 

Page II-33, Table II-2, Summary of Environmental Consequences, under Alternative III, the third paragraph has been revised as shown on the following table.

 

Figure II-23: Alternative 2 Housekeeping Camp (Subarea 6) [PDF]

 

Figure II-24: Alternative 2 Yosemite Village (Subarea 7) [PDF]

 

Figure II-25: Alternative 2 Camp 6/Cook's Meadow (Subarea 8) [PDF]

 

Figure II-26: Construction Phasing [PDF]

 

Table II-1 (Continued)
Summary Comparison of Key Features of the Alternatives

Key Features

Alternative 1
No Action

Alternative 2
East Yosemite Valley Utilities Improvement Plan
with Merced River Crossing at Housekeeping Camp

Alternative 3
East Yosemite Valley Utilities Improvement Plan
with Merced River Crossing near Sentinel Bridge

DESCRIPTION OF ACTIVITIES (continued)

Curry Village

Replace 1,500 ft Wastewater Line, Pipe Burst 300 ft Wastewater Line, Spot Repairs

Replace 1,500 ft Wastewater, Pipe Burst 300 ft Wastewater, Spot Repairs; New Curry Village Utility Corridor 2,000 ft; New Curry Village Lift Station; New Southside Drive Utility Corridor 1,300 ft; New Curry Village Dormitory Utility Corridor 900 ft; New Curry Village Dormitory Electric Transformer; Curry Village Wastewater Replacement 1,000 ft; Remove Existing Water Line through Stoneman Meadow

Same as Alternative 2

 


 

 

 

Table II-2
Summary of Environmental Consequences

Alternative 1
No Action

Alternative 2
East Yosemite Valley Utilities Improvement Plan
with Merced River Crossing at Housekeeping Camp

Alternative 3
East Yosemite Valley Utilities Improvement Plan
with Merced River Crossing near Sentinel Bridge

NATURAL RESOURCES

SOILS

Approximately 31 acres would be disturbed: 14 acres of highly valued soils, 12 acres of resilient soils, and 5 acres of other soils. All of the proposed work is in areas that have been previously disturbed by utility installation and maintenance. Alternative 1 would result in local, short-term and long-term, negligible to moderate, adverse effects on soils from construction activities and continued disruption of subsurface water flows in areas designated for ecological restoration in the Yosemite Valley Plan. Implementation of mitigation measures to minimize spills, soil compaction, and soil erosion are expected to reduce soil impacts in these previously disturbed soils to a minor intensity. There would continue to be local, long-term, minor, indirect effects on soils from ongoing disruptions of natural subsurface flows and resultant effects on soil characteristics over time.

Alternative 1 and the cumulative projects would have a local, long-term, negligible to minor, beneficial impact to soils. Restoration projects identified in the Yosemite Valley Plan are expected to result in restoration of up to 177 acres of soils. Alternative 1 leaves utility infrastructure in place in the areas identified for restoration, reducing the potential soil benefits from the ecological restoration efforts identified in the Yosemite Valley Plan.

 

Approximately 116 acres would be disturbed by utility repairs and utility corridor construction, including 29 acres of highly valued soils, 61 acres of resilient soils, and 25 acres of other soils. Most of the proposed work is in areas that have been previously disturbed by utility installation and maintenance, campground development, or construction of roadways and trails. These activities would result in local, moderate to major, short and long-term, adverse effects on soils. Implementation of mitigation measures to minimize spills, soil compaction, and soil erosion, as well as soil salvage and reuse and use of trench plugs where needed, are expected to reduce adverse soil impacts to a minor intensity.

Utility abandonment and removal would disturb approximately 99 acres of soils, including 77 acres of highly valued soils, 17 acres of resilient soils, and 5 acres of other soils. Although these activities would result in short-term, moderate to major, adverse effects, removal of the utilities from ecologically sensitive areas would result in negligible to major, long-term, beneficial effects to soils from allowing natural groundwater flow processes to reestablish. In addition, removal of utilities in the areas proposed for ecological restoration in the Yosemite Valley Plan will facilitate the restoration and resultant benefits.

Overall, Alternative 2 would result in local, short-term, minor, adverse effects on highly valued soils, and local, long-term, major beneficial effects on highly valued soils.

Alternative 2 and the cumulative projects would have a local, long-term, minor, beneficial impact to soils. Restoration projects identified in the Yosemite Valley Plan are expected to result in restoration of up to 177 acres of soils. Alternative 2 would enhance the potential benefits from restoration activities by removing utility infrastructure from areas identified for restoration, enhancing the potential beneficial effects to soils over time.

Approximately 118 acres would be disturbed by utility repairs and utility corridor construction, including 27 acres of highly valued soils, 62 acres of resilient soils, and 29 acres of other soils. Most of the proposed work is in areas that have been previously disturbed by utility installation and maintenance, campground development, or construction of roadways and trails. These activities would result in moderate to major, long- and short-term, adverse effects on soils. Implementation of mitigation measures to minimize spills, soil compaction, and soil erosion, as well as soil salvage and reuse and use of trench plugs where needed, are expected to reduce adverse soil impacts to a minor intensity.

Utility abandonment and removal would disturb approximately 99 acres of soils, including 77 acres of highly valued soils, 17 acres of resilient soils, and 5 acres of other soils. Although this would result in short-term, minor to major, adverse effects, removal of the utilities from ecologically sensitive areas would result in negligible to major, long-term, beneficial effects to soils from allowing natural groundwater flow processes to reestablish. In addition, removal of utilities in the areas proposed for ecological restoration in the Yosemite Valley Plan will facilitate the restoration and resultant benefits.

Overall, Alternative 3 would result in local, short-term, major minor, adverse, effects and local, long-term, major, beneficial effects on highly valued soils.

Alternative 3 and the cumulative projects would have an effect similar to that of Alternative 2 for soils.

 

     

15.    The project’s potential for growth inducing effects has been addressed as required under the California Environmental Quality Act (CEQA).

Page III-2, Land Use, has been revised to include the following sentence at the end of the section:

 

This project affects only utility service within Yosemite National Park and is in compliance with the Yosemite Valley Plan.  The project does not substantially change the capacity of Valley utilities.  Although construction of the project will result in some negligible economic benefits, the project is not expected to foster long-term economic or population growth, nor to result in construction of additional housing in the surrounding areas.  Therefore, the project is not expected to have any growth inducing effects inside or outside park boundaries.

 

16.   The tables in Chapter IV for soils and vegetation have been revised to reflect the routing refinements discussed above in Chapter II.  (The routing refinements did not affect wetland acreages.)  The acreage changes are very small and in most cases, reduce impacts to highly valued resources, therefore the analysis of impacts for these sections has not been revised.

 

Table IV-7, Soils Impacts Associated with Alternative 2, on page IV-76 is revised as follows:

 

Table IV-7

Soil Impacts Associated with Alternative 2

Subarea

Highly Valued Soils
(acres)

Resilient Soils
(acres)

Other Soils
(acres)

Total
(acres)

Curry Village

   Repairs/Construction

   Removal/Abandonment

0.3

1.8

8.6 6.7

0.9

4.9 5.1

1.9

13.8 12.1

4.6

Housekeeping Camp

   Repairs/Construction

   Removal/Abandonment

3.2  2.8

1.4

1.5  1.8

--

2.9  3.1

--

7.6  7.7

1.4

Yosemite Village

   Repairs/Construction

   Removal/Abandonment

6.9

--

16.0 16.7

3.8

3.0

0.1

25.9  26.6

3.9

Total by Type

   Repairs/Construction

   Removal/Abandonment

29.3  28.9

77.1

61.4  60.5

17.0

25.4 25.8

5.4

116.1  115.2

99.5

 

 

a   Includes repairs to existing wastewater lines as described in Alternative 1, as well as construction of proposed consolidated utility corridors.

 

Table IV-9, Vegetation Community Types Potentially Affected by Alternative 2, on page IV-93 is revised as follows:

 

Table IV-9

Vegetation Community Types Potentially Affected by Alternative 2

Subarea

Mixed Conifer
(acres)

Meadow
(acres)

Riparian
(acres)

Oak
(acres)

Other
(acres)

Total
(acres)

Curry Village

   Repairs/Construction

   Removal/Abandonment

7.8

2.0

1.9

0.1

0.3

2.2 0.7

0.4

3.7 3.5

--

13.8 12.1

4.6

Housekeeping Camp

   Repairs/Construction

   Removal/Abandonment

7.3  7.4

1.4

--

--

0.1

--

--

--

0.2

--

7.6 7.7

1.4

Yosemite Village

   Repairs/Construction

   Removal/Abandonment

9.0 9.1

0.1

2.8

0.2

0.2

--

9.4 10.0

2.3

4.5

1.3

25.9 26.6

3.9

Camp 6/Cook's Meadow

   Repairs/Construction

   Removal/Abandonment

4.2

2.7

0.8

1.6

2.6

2.2

0.6

0.5

1.0

1.7

9.2

8.7

Total by Type

   Repairs/Construction

   Removal/Abandonment

69.6 69.8

58.2

6.3

16.4

12.4

10.4

13.6 12.7

5.2

14.2 14.0

9.3

116.1 115.2

99.5

 

a   Includes repairs to existing wastewater lines as described in Alternative 1, as well as construction of proposed consolidated utility corridors.

 

 

17.   The discussion of floodplains was revised to clarify that lift stations and transformers within the floodplain would be submersible. 

 

Page IV-81, Hydrology, Floodplains, and Water Quality, the last sentence in the first paragraph under Analysis was revised as follows.

 

“Proposed lift stations and electric transformers to be constructed in the floodplain under this alternative would be designed to be submersible and would be placed underground to reduce the potential for adverse effects from flood events.”

 

18.   Commentors requested clarification of the construction activities that would occur at night, and the impact that this might have on wildlife, noise, and visitor experience.  The discussion of potential adverse effects in the analysis section has been revised to acknowledge the limited nighttime activities.  The discussion of the intensity of adverse effects does not change from that documented in the environmental assessment.

 

Page IV-100, Wildlife, the first paragraph under Analysis has been revised to read as follows:

 

“Implementation of Alternative 2 could disturb wildlife in the vicinity of construction activities. Effects would be related to heavy equipment and human intrusion and could include noise, dust generation, vegetation removal, trench excavation, or decreased oxygen levels in aquatic habitats. Nighttime construction activities would include those activities technically required to occur at night (during low utility usage periods), such as activities associated with implementing wastewater system bypasses to allow new lift stations to be connected into the wastewater system.  These activities will be minimized by constructing as much of the bypass system as possible during daytime hours and limiting nighttime activities to the minimum required to implement the by-pass and tie in the lift stations.  Since there are a limited number of lift stations in each construction phase, these nighttime activities would be minimal.  In general, construction activities These actions could result in direct losses of nests, burrows, and wildlife, and indirect effects through the disturbance of nesting birds or roosting bats. The addition of pollutants (i.e., fuels or lubricants) related to equipment operations in these areas could degrade the quality of the environment and the wildlife habitat it provides. In addition, localized, long-term, adverse effects to wildlife due to routine clearance of vegetation at utility access manholes may also occur as a result of Alternative 2.”

 

Page IV–112, Noise, has been revised to include the following sentence at the end of the Analysis paragraph:

 

Nighttime construction activities would include those technically required to occur at night (during low utility usage periods), such as activities associated with implementing wastewater system bypasses to allow new lift stations to be connected into the wastewater system. These activities will be minimized by constructing as much of the bypass system as possible during daytime hours and limiting nighttime activities to the minimum required to implement the by-pass and tie in the lift stations.  Since there are a limited number of lift stations in each construction phase, these nighttime activities would be minimal.

 

Page IV–127, Visitor Experience and Recreational Resources, has been revised to include the following sentence at the end of the first paragraph under Analysis:

 

Although the majority of construction activities will occur during daytime hours, there are some construction activities that must occur at night.  Nighttime construction activities would include those technically required to occur at night (during low utility usage periods), such as activities associated with implementing wastewater system bypasses to allow new lift stations to be connected into the wastewater system. These activities will be minimized by constructing as much of the bypass system as possible during daytime hours and limiting nighttime activities to the minimum required to implement the by-pass and tie in the lift stations.  Since there are a limited number of lift stations in each construction phase, these nighttime activities would be minimal.

 

19.   This environmental assessment also serves as the California Environmental Quality Act document for the Clean Water Act Section 401 Water Quality Certification review by the Central Valley Regional Water Quality Control Board.

 

Page VI-2, Central Valley Regional Water Quality Control Board, has been revised by adding the following sentence to the end of the paragraph:

 

“This environmental assessment serves as the California Environmental Quality Act document for the Clean Water Act Section 401 Water Quality Certification review by the Central Valley Regional Water Quality Control Board.”

 

20.   The List of Preparers was corrected.

 

The List of Preparers on page VII-1 has been revised as follows.

 

National Park Service, Yosemite National Park

Phyllis Harvey

Visitor and Resource Protection

B.A. Political Science

Graduate work in Public Administration

12 NPS

14 NPS

22 other

 

National Park Service, Denver Service Center

Dave Kreger

NEPA Compliance

B.S. Environmental Resource Management

10 NPS

13 other

Gary Smillie

Water Resources

M.S. Civil Engineering

B.S. Hydrology and Water Resources

17 NPS

7 other

Frank Williss

Cultural Resources

M.A. History

B.A. History

24 NPS

Retired

Joel Wagner

Wetland Program Lead

Water Resources Division

M.S. Environmental Science

B.A. Biology

23 NPS

 

21.   As a result of the finalization of wetland delineations, the following changes have been made to the tables listing wetland impacts for Alternatives 1, 2 and 3.  The changes are minor and the discussion of the intensity of effects for the various alternatives does not change.

 

Table IV-4, Wetland and Aquatic Habitats Potentially Affected by Alternative 1, on page IV-34, is revised as follows:
 

Table IV-4

Wetland and Aquatic Habitats Potentially Affected by Alternative 1

Subarea

Riverine upper perennial
(acres)

Palustrine forest
(acres)

Palustrine scrub shrub
(acres)

Palustrine emergent
(acres)

Total
(acres)

Camp 6/Cook's Meadow

0.07

0.11

--

0.58 0.61

0.76 0.79

Total by Type

0.81

0.16

0.01

2.84  2.87

3.82  3.85

 

Table IV-8, Wetland and Aquatic Habitats Potentially Affected by Alternative 2, on page IV-87, is revised as follows:

Table IV-8

Wetland and Aquatic Habitats Potentially Affected by Alternative 2

Subarea

Riverine upper perennial
(acres)

Palustrine forest
(acres)

Palustrine scrub shrub
(acres)

Palustrine emergent
(acres)

Total
(acres)

Campgrounds

   Repairs/Construction

   Removal/Abandonment

0.64

1.04

0.04  0.05

0.65 0.66

0.07

0.28  0.30

0.25  0.20

0.07

1.00  0.96

2.04  2.07

Ecological Restoration Area

   Repairs/Construction

   Removal/Abandonment

0.46

1.78

0.19  0.20

0.38

0.05  0.08

--

--

5.69

0.70  0.74

7.85

Curry Village

   Repairs/Construction

   Removal/Abandonment

--

--

0.03

0.01

--

--

0.11  0.04

1.07

0.14  0.07

1.08

Yosemite Village

   Repairs/Construction

   Removal/Abandonment

--

--

--

--

--

--

0.99  1.05

<0.01

0.99  1.05

<0.01

Camp 6/Cook's Meadow

   Repairs/Construction

   Removal/Abandonment

0.67

0.12

0.19

0.35

--

--

0.96  0.79

1.35  1.39

1.82  1.65

1.82  1.86

Total by Type

   Repairs/Construction

   Removal/Abandonment

1.96

2.94

0.45  0.47

1.39  1.40

0.12  0.15

0.28  0.30

3.35  3.12

15.51  15.55

5.88  5.70

20.12  20.19

a    Includes repairs to existing wastewater lines as described in Alternative 1, as well as construction of proposed consolidated utility corridors.

 

Table IV-11, Wetland and Aquatic Habitats Potentially Affected by Alternative 3, on page IV-141, is revised as follows:

 

Table IV-11

Wetland and Aquatic Habitats Potentially Affected by Alternative 3

Subarea

Riverine upper perennial
(acres)

Palustrine forest
(acres)

Palustrine scrub shrub
(acres)

Palustrine emergent
(acres)

Total
(acres)

Campgrounds

   Repairs/Construction

   Removal/Abandonment

0.64

1.04

0.04  0.05

0.65  0.66

0.07

0.28  0.30

0.25  0.20

0.07

1.00  0.96

2.04  2.07

Ecological Restoration Area

   Repairs/Construction

   Removal/Abandonment

0.46

1.78

0.19  0.20

0.38

0.05  0.08

--

--

5.69

0.70  0.74

7.85

Curry Village

   Repairs/Construction

   Removal/Abandonment

--

--

0.03

0.01

--

--

0.11  0.04

1.07

0.14  0.07

1.08

Yosemite Village

   Repairs/Construction

   Removal/Abandonment

--

--

--

--

--

--

0.99  1.05

<0.01

0.99  1.05

<0.01

Camp 6/Cook's Meadow

   Repairs/Construction

   Removal/Abandonment

0.50

0.12

0.12

0.35

--

--

0.31  0.14

1.35  1.39

0.93  0.76

1.82  1.86

Total by Type

   Repairs/Construction

   Removal/Abandonment

1.79

2.94

0.38  0.40

1.39  1.40

0.12  0.15

0.28  0.30

2.70  2.47

15.51  15.55

4.99  4.81

20.12  20.19

 

a    Includes repairs to existing wastewater lines as described in Alternative 1, as well as construction of proposed consolidated utility corridors.

 

 

22.   A commentor noted that effects to special-status species were not included in the biological section of table C-2. 

 

Appendix C, table C-2, on page C-12, has been revised as follows:

 

Table C-2

Effects of the Proposed Action on Outstandingly Remarkable Values in the Valley Segment of the Merced Wild and Scenic River Corridor

Outstandingly Remarkable Value

Effects of the Proposed Action

Biological – Riparian areas and low-elevation meadows are the most productive communities in Yosemite Valley. The high quality and large extent of riparian, wetland, and other riverine areas provide rich habitat for a diversity of river-related species, including special-status species, neotropical migrant songbirds, and numerous bat species.

The proposed action would have short-term, adverse, effects to riparian and aquatic habitat, and special-status species in the Valley segment related to construction of the proposed new utility river crossing, replacement of two other utility river crossings, and removal of several utility river crossings. Implementation of Best Management Practices and site restoration would result in minor effects. Refer to the East Yosemite Valley Utilities Improvement Plan Environmental Assessment, Chapter II, Alternatives, for mitigation measures incorporated into the proposed action. Removal of existing utility infrastructure within the areas designated for ecological restoration is expected to enhance the mixture of riparian and wetland habitats in the east Valley segment of the river. This would have a beneficial effect on the biological Outstandingly Remarkable Value for the Valley segment of the river.

 

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