Table A-17. Summary of Alternatives That Could Potentially Reduce
Adverse Impacts of CRDRP That Are Not Already Mitigated by Permit Conditions

Significant or Potentially Significant Impacts of CRDRP

Can an Alternative Avoid or Minimize Adverse Impact of CRDRP? Is the Impact Reduced to Less than Significant

Feasibility and Other Effects of Alternatives to CRDRP That Avoid or Minimize Impacts
Hydrology (See end notes for definition of Options 1-4)  
H1. In drought years only, lack of flow to the lagoon in certain months. (See SEIR Appendix C, Impact C.3.1-1.)
  • In general, Options 1-4 could reduce the number of months with no flow (by up to 4 months) as compared to CRDRP, but could not mitigate the impact to less than significant.
  • In dry years, only Option 2 would provide year-round flow.
  • In critically dry years, Options 1-4 would result in at least 4 months with no flow.
  • In severe years, all options would result in at least 9 months with no flow.

Cost: Options 1-4 are more costly than CRDRP; capital costs are 8–25% higher, O&M costs are more than five times higher, and net present value is more than twice as expensive as CRDRP.

Site: Questionable feasibility for desalination plants over 6 MGD; must find adequate well sites for Seaside injection; must confirm dredging disposal area. Availability of land, once located, must be confirmed.

 

Infrastructure: Large desalination project and injection require significant new Cal-Am distribution facilities.

Plan Consistency: Large desalination project may not comply with regional Air Quality Management Plan.

 

 

 

Jurisdiction Boundary: Large desalination project sites are outside of MPWMD boundaries; MPWMD policy is to develop feasible resources within boundary first. Cal-Am may be able to purchase these sites.

Property Ownership: Applicant does not own desalination sites (increasing competition among agencies), new injection well sites and dredging disposal area.

 

 

 

Environment: Concern about desalination impacts to energy use, coastal dunes, sloughs, and ocean species near discharge of brine; massive traffic impacts of dredging. See items below for more information.

Water Supply: Reliability in extended power outage a concern under Options 1-4, but not with CRDRP; superior drought protection under Options 1-4.

Fish and Aquatic Life  
F3 In severe drought periods (such as 1987–1991), reduced opportunity for upstream migration as compared to "natural" (unimpaired) conditions. (See SEIR Appendix D, Impact D.4.1-1.)
  • In general, Options 1-4 could provide 1 to 3 more attraction days per season than CRDRP, but no option mitigates the impact to less than significant (i.e., provides attraction opportunities similar to natural flows).
  • In dry years, CRDRP and Options 1-4 are very similar and provide 40% fewer attraction opportunities than natural flow.
See item H1 above for general overview of options. Options 1-4 provide similar benefits and impacts for smolt emigration as CRDRP; in an extended drought like 1987–1991 period, options perform better than CRDRP in some years and worse in others. The CRDRP is superior to all options in providing summer flow for juvenile steelhead rearing.
 
  • In critically dry years, when every opportunity is crucial, Options 1 and 2 would provide four attraction days compared to two for CRDRP, but would still fall short of 6 days with natural flows.
 
F5 Reduction in winter and spring peak flows could change substrate conditions in three river reaches, and potentially reduce the abundance and diversity of insect food resources for juvenile steelhead in those areas. (See SEIR Impact D.4.2-4.)
  • It is assumed that this impact would be mitigated to a less-than-significant level with Options 1 and 2, and possibly Options 3 and 4.
  • Options 1 and 2 would function similarly to the existing situation in terms of peak flows. No option would include a storage reservoir to trap flows; diversion for Seaside Basin injection is very small compared to peak flow rates.
See item H1 above for general overview of options. Options 3 and 4 (which include dredging) could possible result in adverse sedimentation impacts to downstream fishery habitat (and habitat for food resources).
 
  • It is possible that increased storage in Los Padres Reservoir with Options 3 and 4 could affect peak flows, but not to the same degree as with CRDRP. Detailed computer simulations are required to confirm assumptions.
 
Vegetation and Wildlife
VW6. Stress to riparian vegetation and wildlife habitat in drought years as a result of reduced water table (See NLP Impact 9.3.1-8.)
  • In general, Options 1-4 would reduce the severity of drawdown as compared to CRDRP, but cannot fully mitigate the impact, especially in Aquifer Subunit 4 (AQ4).
  • Only Option 2 could fully mitigate impacts in Aquifer Subunit 3 (AQ3) in all water year types; other options reduce effects in dry and critically dry years in AQ3.
  • No option can mitigate impacts in AQ4 for all years; Options 2-4 alleviate drawdown impacts in dry years only; adverse effects remain in critically dry and severe year types.
See item H1 above for general overview of options.
Traffic  
T1. During construction period, increased traffic levels on Highway 1 and Carmel Valley, Cachagua and Tassajara Roads; potential damage to roadways from heavy vehicles. (See SEIR Chapter 4, Impacts 4.2.3-1 through 4.2.3-3.)
  • Options 1 and 2 would avoid traffic impacts on Carmel Valley area roads.
  • Options 3 and 4, which include dredging Los Padres Reservoir, would result in more severe traffic impacts on Carmel Valley area than with CRDRP. Impact of years of continual, high-density truck traffic was identified as a major concern in dredging feasibility studies. (See discussion in Appendix A, Section A3.3.)
See item H1 above for general overview of options. Desalination construction could potentially affect traffic along coast, north of Seaside.
Climate/Air Quality  
CA1. During construction period, increased regional air pollutant emissions from vehicles and equipment, smoke from burning, and fugitive dust. (See SEIR Chapter 4, Impact 5.2.2-1.)
  • Options 1-4 would avoid emissions associated with construction clearing and grubbing reservoir (burning). However, regional emission impact is likely for construction of large desalination plant, appurtenant pipelines and other facilities.
  • Long-term operation of desalination plant could result in noncompliance with regional Air Quality Management Plan as identified in 1993 EIR for 3 MGD desalination project; energy use associated with large desalination projects in Options 1-4 would exacerbate this situation.
  • Options 3 and 4 (which include dredging) would result in higher emissions and dust associated with trucking, and for a longer duration than with CRDRP.
See Item H1 above for general overview of options.
Noise  
N1. During construction period, noise levels in the project vicinity would be increased as a result of construction traffic and activities in the staging area. (See SEIR Chapter 6, Impacts 6.2.2-1 and 6.2.2-2.)
  • Options 1-2 would avoid noise in Cachagua/Carmel Valley area.
  • Options 3 and 4 (which include dredging) would result in more frequent and longer duration of noise in Cachagua and Carmel Valley areas associated with trucking than with CRDRP.
See Item H1 above for general overview of options. Desalination project construction could result in noise elsewhere; plant operation is very loud unless proper acoustic protection is provided (see 1993 desalination project EIR).
Visual Quality  
V1. Construction activities will alter existing visual conditions in the project area and result in more nighttime light; the new dam will permanently alter the viewshed in the project vicinity. (See SEIR Chapter 9, Impacts 9.2.2-1 and 9.2.2-2.)
  • Options 1 and 2 will avoid visual effects of dam.
  • Options 3 and 4 (which include dredging) could affect visual quality in Cachagua area due to chronic trucking for many years.

See Item H1 above for general overview of options.

A large desalination plant could affect visual quality elsewhere but adverse effect is unlikely due to location of plant in industrial areas.

Cultural Resources  
CR2. Loss, damage or disturbance of Esselen cultural properties (traditional cultural properties) or setting for properties in project area. (See SEIR Chapter 7, Impacts 7.2.3-1 through 7.2..3-5.)
  • Options 1 and 2 will avoid adverse effects of CRDRP on Esselen cultural resources.
  • Certain identified resources in existing reservoir inundation area could be destroyed or lost due to dredging in Options 3 and 4.

See Item H1 above for general overview of options.

A large desalination plant could potentially affect cultural resources of other Native American groups, especially in Moss Landing area. Preliminary surveys do not indicate serious concerns; additional surveys would be required.

Public Health and Safety  
PH1. Increased risk to worker and public safety during construction. (See NLP Impact 15.3.1-1.)
  • Options 1 and 2 will avoid safety effects related to dam construction in Cachagua area.
  • Options 3 and 4 (which include dredging) would result safety hazards in Cachagua and Carmel Valley area due to chronic trucking for many years.
See Item H1 above for general overview of options. A large desalination plant poses worker safety concerns during construction and operation.
Land Use, Planning, Recreation  
L2. Recreation at Cachagua Community Center and park, and nearby residences affected by construction traffic, noise, dust. (See SEIR Appendix F, Impact F-2.)
  • Options 1 and 2 would avoid recreation impacts.
  • Options 3 and 4 could exacerbate adverse impacts due to trucking associated with dredging. See discussion for Traffic, Climate/Air Quality and Noise.
See Item H1 above for general overview of options.
L3. Inundation of portions of Carmel River Trail (public access route through private land to Ventana Wilderness); restricted access during construction. (See SEIR Appendix F, Impacts F-3 and F-4.)
  • Options 1-4 would avoid inundation impacts to Carmel River Trail.
  • Options 3 and 4 (which include dredging) may impair use of existing road to Los Padres Dam (the beginning of trail access) due to truck traffic.
See Item H1 above for general overview of options.
Growth Inducement  
GR1. Project could indirectly result in release of estimated 799 af of metered sales for new connections and remodels by MPWMD, contributing to adverse regional traffic and air quality impacts. (See SEIR Chapter 10, Impact 10.4.1.)
  • Options 1-4 could each result in growth inducement of 799 af of metered sales compared to 778 af of metered sales with CRDRP, which would be an adverse impact.
  • Options 1-4 also have excellent drought protection performance that could enable release of water presently set aside for drought protection.
See Item H1 above for general overview of options.


Notes:

Description of Options:

    Option 1 = 10.5 MGD desalination project.

    Option 2 = 9.0 MGD desalination project combined with injection/recovery in Seaside Basin.

    Option 3 = 8.0 MGD desalination project combined with injection/recovery in Seaside Basin and dredging existing Los Padres Reservoir.

    Option 4 = 7.5 MGD desalination project combined with injection/recovery in Seaside Basin and dredging existing Los Padres Reservoir, and permanent reclamation and conservation resulting in Cal-Am production no greater than 16,850 af/yr.

Options 1-3 assume 17,641 Cal-Am production limit.

"Drought years" refer to dry, critically dry or severe years (25%, 12.5%, or 5% of the time, respectively) as defined in CVSIM computer model.