Preface
Executive Summary
1 - Introduction
2 - Project Description
3 - Setting, Impacts, and Mitigation Measures
4 - Alternatives to the Project
5 - List of Persons Preparing this EIR
6 - Bibliography
Appendices
A - Notice of Preparation
B - Responses to Notice of Preparation
C - Goals, Objectives, Policies,
Implementation Actions and Strategies
D - General Plan Update Opinion Surveys |
CHAPTER 3.0
SETTING, IMPACTS AND MITIGATION MEASURES
3.1 GEOLOGY AND SOILS
3.1.1 Setting
Geology
The following information is taken from The City
of Grass Valley General Plan Update Background Report, prepared by Quad
Knopf.
Nevada County is part of the Sierra Nevada Range, a geologic block approximately
400 miles long and 80 miles wide which extends in a north-south band along the eastern portion of California. The
terrain of Nevada County is distinctly characterized by two features of the Sierra Nevada. The western third of
the county is comprised of rolling foothills which form a transition between the low-lying Sacramento Valley and
the mountains to the east. The area extending from the Yuba County line to just northeast of the Grass Valley/Nevada
City area is generally comprised of metavolcanic (Mesazoic Jura-Trias Metavolcanic) and granitic (Mesazoic Granitic)
formations.
As seen in Figure 3.1-1, a geologic map of the Planning Area, the central Grass Valley
area is located on quartz diorite, tonalite, trondhjemite, and quartz mozonite rocks. East and west of this area
are Lake Combie complex rocks, and serpentinized ultramafic rocks at the northwest edge of the existing city limits.
The Glenbrook area has gabbro and diabase, while Miocine-Pliocene volcanic rocks are found at the northwest area
along Deadman Flat Road and at the east end of the Planning Area around the Nevada County Air Park.
Grass Valley is not within an Alquist-Priolo zone as defined in DMG Special Report 42 (DMG 1997). However, ground movement
can be felt in Grass Valley from earthquakes at intermediate distances (i.e., the Truckee earthquake of 1968) and
from distant earthquakes (i.e., the Winters-Vacaville 1892 event) (Sydnor 1998).
There are a number of mapped faults (Figure 3.1-2) within a fifty mile radius of
the Planning Area. A fault is defined as "a planar or gently curving fracture in the earth's crust across
which there has been relative displacement." When movement occurs along a fault, the energy generated is released
as waves, which causes groundshaking. Groundshaking intensity varies with the magnitude of the earthquake, the
distance from the epicenter, and the type of rock or sediment through which seismic waves move.
The Planning Area is also located among the various alignments of the Foothills Fault
Zone, described by the California Division of Mines and Geology as a Mesozoic (approximately 225 million years
ago) fault system that has been reactivated in Cenozoic time (65 million years ago to present). It is believed
that this system originated from tectonic forces exerted by the uplift of the Sierra Nevada Mountain Range. That
makes this fault system different from most other fault zones in California, in that it is not generated by the
tectonic pressures of plates moving past one another (i.e., the San Andreas fault system). This fault zone is generally
considered inactive, although two short segments along the fault system have ruptured. Evidence of an earthquake
has been found near Spenceville and is believed to have occurred sometime during the late Quaternary Period (approximately
the last 1.6 million years). More recently (1975), an earthquake measuring 5.7 on the Richter Scale occurred near
Oroville along a fault segment known as the Cleveland Hill fault, approximately 24 miles northwest of Grass Valley.
The Cleveland Hill Fault is being studied under the Alquist-Priolo Special Studies Zone Act, which was designed
to identify active fault zones and prohibit the construction of structures along these zones (City of Grass Valley
1996).
By Alquist-Priolo definition, a fault is potentially active if it has shown evidence
of surface displacement during Quaternary time (the last 1.6 million years). Therefore, due to the Spenceville
and Oroville earthquakes, the Foothills Fault System is technically considered a potentially active system. However,
recent studies along the Bear Mountain fault segment near Auburn indicate that the seismic hazard related to the
system is very low. Due to these recent measurements, the lack of recent movement along the majority of the system,
and the lack of tectonic plate movement in the fault system, it is unlikely (although not improbable) that a large
magnitude earthquake would occur in this fault system. However, if an earthquake were to occur, it is most likely
that the epicenter would be along the Cleveland Hill fault segment.
In summary, the Grass Valley area is rated as a low-intensity earthquake zone. A
low-intensity zone is defined by the United States Geological Survey (USGS) as an area that is likely to experience
an earthquake measuring 5.0-5.9 in magnitude on the Richter scale, and a maximum intensity of VI or VII on the
Modified Mercalli scale. The Richter scale measures the amplitude of seismic waves recorded by a seismograph, while
the Modified Mercalli scale (Table 3.1-1) measures the intensity of an earthquake by the way it is felt and responded
to by humans, and by the amount of damage it does to buildings and structures (City of Grass Valley 1996).
TABLE 3.1-1
MODIFIED MERCALLI SCALE OF EARTHQUAKE INTENSITY
|
Scale
|
Effects
|
|
I
|
Earthquake shaking not felt. |
|
II
|
Shaking felt by those at rest. |
|
III
|
Felt by most people indoors; some can estimate duration of shaking. |
|
IV
|
Felt by most people indoors. Having objects swing, windows and doors rattle, wooden
walls and frames creak. |
|
V
|
Felt by everyone indoors; many estimate duration of shaking. Standing autos rock. Crockery
clashes, dishes rattle, and glasses clink. Doors close, open, or swing. |
|
VI
|
Felt by everyone indoors and most people outdoors. Many now estimate not only the duration
of the shaking, but also its direction and have no doubt as to its cause. Sleepers awaken. Liquids disturbed, some
spilled. Small unstable objects displaced. Weak plaster and weak materials crack. |
|
VII
|
Many are frightened and run outdoors. People walk unsteadily. Pictures thrown off walls,
books off shelves. Dishes or glasses broken. Weak chimneys break at roofline. Plaster, loose bricks, unbraced parapets
fall. Concrete irrigation ditches damaged. |
|
VIII
|
Difficult to stand. Shaking noticed by auto drivers, waves on ponds. Small slides and
cave-ins along sand or gravel banks. Stucco and some masonry walls fall. Chimneys, factory stacks, towers, elevated
tanks twist or fall. |
|
IX
|
General fright. People thrown to the ground. Steering of autos affected. Branches broken
from trees. General damage to foundations and frame structures. Reservoirs seriously damaged. Underground pipes
broken. |
|
X
|
General panic. Conspicuous cracks in ground. Most masonry and frame structures destroyed
along with their foundations. Some well-built wooden structures and bridges are destroyed. Serious damage to dams,
dikes, and embankments. Railroads bent slightly. |
|
XI
|
General panic. Large landslides. Water thrown out of banks of canals, rivers, lakes,
etc. Sand and mud shifted horizontally on beaches and flatland. General destruction of buildings. Underground pipelines
completely out of service. Railroads bent greatly. |
|
XII
|
General panic. Damage nearly total, the ultimate catastrophe. Large rock masses displaced.
Lines of sight and level distorted. Objects thrown into air. |
Source: California Division of Mines and Geology, 1973.
Soils
Grass Valley and the surrounding region are located in an area of mountainous upland
soils (USDA 1993). Nine soil associations occur in Nevada County, and those that occur within the Grass Valley
Planning Area are described below. Soil associations located north and northwest of Grass Valley may contain serpentine
soils. Figure 3.1-3 illustrates the soil associations, and the text below provides a general description of the
soils in the area.
Central Grass Valley and land to the east, generally south of Wolf Creek, are located
within the Josephine-Sites-Mariposa
association, which exhibits undulating to very steep, well-drained loams formed over metasedimentary and metabasic
rock. Vegetation in this area is mostly conifer-hardwood forest. Most of the soils in this association have depths
of 40-60 inches to weathered bedrock. Josephine-Sites-Mariposa association soils have permeabilities in the range
of 0.6 to 2.0 inches per hour (generally moderate permeabilities).
Land to the northeast of central Grass Valley, generally north of Wolf Creek, is
located in Secca-Boomer association
soils, which have undulating to steep, well-drained and moderately well-drained gravelly silt loams and loams formed
over metabasic rock. These soils have depths of 40-60 inches to weathered bedrock. Secca-Boomer association soils
have permeabilities in the range of 0.2 to 0.6 inches per hour (moderately slow to slow permeabilities).
Northwest of the city center, Aiken-Cohasset association soils exhibit gently sloping to steep, well-drained loams and cobbly loams formed
over andesitic conglomerate and metabasic rock. Soil depths in this association are about 42-60 inches or more.
Aiken-Cohasset association soils have permeabilities in the range of 0.2 to 0.6 inches per hour (moderately slow
permeabilities).
Finally, southeast of the central city, are Boomer-Sites-Sobrante association soils with undulating to steep, well-drained loams formed over metabasic rock.
Most of these soils have depths of 40-60 inches or more to weathered bedrock. Boomer-Sites-Sobrante association
soils have permeabilities in the range of 0.2 to 0.6 inches per hour, but Sobrante soils can have permeabilities
up to about 2.0 inches per hour (moderately slow to moderate permeabilities).
Slope Instability
Unstable soils and geologic conditions have historically resulted from vegetation
removal associated with wildfires, timber harvesting, mining, and grading as part of road building and site development.
Depending on local topographic, geologic and hydrological conditions, significant precipitation can exacerbate
unstable conditions, resulting in landslides and mudslides. Any area adjacent to a hydraulically mined area is
subject to landslide activity due to the removal of supporting rock and soil. Under such conditions, earthquakes
or heavy rains can initiate slide activity.
Landslides are events in which surface masses of slope-forming earth move outward
and downward from their underlying and stable floors in response to the force of gravity. Unstable or potentially
unstable slopes are susceptible to slides, falls, creep, or mud flows. Although slope movement can occur in any
type of rock material, certain bedrock formations exhibit a high susceptibility to such movement. This type of
formation is generally not found in the western portion of the County (County of Nevada 1995), but could occur
on a local basis.
Figure 3.1-4 provides information identifying locations where soil type and steepness
of slopes may cause landslide activity in the Planning Area.
3.1.2 Impacts
Impact Evaluation Criteria: Based
on consideration of Appendix G of the State CEQA Guidelines, the project would be considered in this EIR to have
a significant adverse impact on geology, soils or seismicity if it would expose people or structures to potential
substantial adverse effects, including the risk of loss, injury, or death involving:
- Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo
Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of
a known fault.
- Strong seismic ground shaking.
- Seismic-related ground failure, including liquefaction.
- Inundation by seiche, tsunami, or mudflow.
- Landslides.
The project would also be considered to have a significant impact if it would result
in substantial soil erosion or the loss of topsoil, or the loss of a unique geologic feature. A significant adverse
impact could also result if the project is located on:
- Strata or soil that is unstable, or that would become unstable as a result of the
project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse.
- Expansive soil creating substantial risks to life or property.
Impact #3.1-1: Approval of projects
in accordance with the updated General Plan in areas of unstable geology, including areas of natural soil or rock
instability, fault rupture and areas made unstable by past activities of humans (e.g., mining) could result in
ground failure, destruction of buildings, seismic shaking or hazards to occupants. This is a potentially significant impact.
Discussion/Conclusion: The General
Plan update includes the Safety Element, which addresses geologic hazards, including seismicity, slope instability
and landslide activity. New development could result in exposure of additional people to geologic hazards. All
safety and hazard risks are addressed by the single Safety Goal (1-SG), to reduce the potential risk of death,
injury, property damage, and economic and social dislocation resulting from hazards. Specifically, the General
Plan provides for assurance of a high level of protection from geologic and seismic hazards for all residents,
structures, and vital services (1-SO).
All new structures will be built in conformance with the Uniform Building Code, as
directed by General Plan goals and objectives (1-SP and 11-SI). and utilize seismic shaking design criteria that
will offer the highest protection from geologic activity. The City will review its building code enforcement practices
and adjust to meet the goals and objectives of the General Plan, including those addressing instability and seismic
considerations (6-LUI) and ensure the safety and structural integrity of housing and commercial/industrial facilities
through code enforcement (2-SP). In addition, goals, policies, objectives and implementation actions and strategies
have been incorporated in the General Plan for site-specific geologic studies in areas identified as potentially
containing geologic hazards (11-SI). Therefore, this is a less-than-significant
impact.
Impact #3.1-2: Areas of landslide
or mudflow could exist in the city and the Planning Area due to the combination of topography, slope, geology,
soils and vegetative cover. In areas of sloping terrain, relatively permanent alteration to the natural topography
may occur. If improper grading or cut-and-fill occurs, or if development is attempted on extremely steep slopes,
it is likely that erosion, siltation, subsidence, or other unstable soil conditions could occur. Erosion will be
most severe where soil cover is removed and soil particles are disturbed. This is a potentially
significant impact.
Discussion/Conclusion: Areas potentially
affected by landslides are identified in Figure 3.1-4. Landslides and mudflows typically occur as a result of natural
conditions combined with land disturbing activities, which set up preconditions for such incidents. Similarly,
subsidence, erosion/siltation of waterways, and other unstable conditions may be caused by cut/fill and grading
practices unsuitable to the site or area. The City's Grading Ordinance is the single most important instrument
for assuring that land disturbance associated with new development minimize these impacts. Proper administration
of this ordinance, including frequent field inspections during grading, is required to provide such assurances.
The General Plan addresses City responsibilities for preventing landslides and mudflows with policies requiring
adoption of uniform construction codes (1-SP), careful regulation of development on steep slopes (5-COSP), and
prevention of excessive alteration of natural topography (6-SP). Further policy direction commits the City to cooperate
with Nevada County in preparing a hillside/slope ordinance to regulate....density and intensity (42-LUP) and to
encourage City standards throughout the Sphere of Influence (44-LUP). Complementing these policies is 7-CDI, directing
the City to amend the zoning ordinance and other development codes to facilitate clustering. Therefore, the goals,
policies, objectives and implementation actions and strategies contained in the General Plan Update serve as effective
mitigation measures for addressing landslide exposure, and will result in a less-than-significant
impact.
Impact #3.1-3: Subsidence of the
land could result in association with new or expanded development in areas of former mining activities. This is
a potentially significant impact.
Discussion/Conclusion: Subsidence
in areas of former mining activities poses a potential subsidence hazard problem for new and expanded development
in areas of former mining activities. Due to the potential extent of hazard areas and the relatively poor records
and other information about site specific potential hazards, the General Plan directs the City to establish a comprehensive
mine-related hazards program (6-SI). The program entails data, base mapping and special technical studies; technical
coordination with state and local agencies; technical assistance to property owners; and site specific field investigations
during project planning and review. The State Division of Mines and Geology has recently established a technical
program to deal with old mine hazards, and will be a continuing source of advice and assistance to the City. The
mine hazards program directed by 6-SI will reduce mine-related subsidence and related impacts to a less than significant level.
Impact #3.1-4: Expansive soils
could affect new or expanded development occurring in accordance with the General Plan Update. This is a potentially significant impact.
Discussion/Conclusion: Implementation
of the UBC, the City's Grading Ordinance and the goals, policies, objectives and implementation actions and strategies
contained in the General Plan Update will serve as effective mitigation measures for dealing with potential expansive
soil problems. Specifically, Safety Policy 1-SP addresses adopting current uniform codes for all new construction.
Therefore, this is a less-than-significant impact.
Impact #3.1-5: The project has
the potential to impact unique geologic or physical features in the Planning Area. This is a potentially significant impact.
Discussion/Conclusion: One unique
geologic or physical feature, mine shafts and related features, have been identified and described in the General
Plan. Mitigation measures have been included in the Safety Element to require site-specific geologic studies in
areas where mine shafts may occur (6-SI). This will avoid potential hazards, and is therefore a less-than-significant impact.
3.1.3 Mitigation Measures
The goals, objectives, and policies and implementation actions and strategies that
address geology and soils stability include:
|
1-SG
|
1-SI
|
16-SI
|
|
1-SO
|
2-SI
|
42-LUP
|
|
2-SO
|
3-SI
|
1-COSG
|
|
1-SP
|
6-SI
|
4-COSG
|
|
2-SP
|
11-SI
|
5-COSP
|
|
4-SP
|
12-SI
|
7-COSI
|
|
7-SP
|
15-SI
|
8-COSI
|
Implementation of these goals, objectives, policies and implementation actions and
strategies will reduce the effects on geology and soils to a less than
significant level, and no additional mitigation measures are required.
3.2 HYDROLOGY AND WATER QUALITY
3.2.1 Setting
The information in the Setting Section is taken from the City of Grass Valley General
Plan Update Background Report, prepared by Quad Knopf.
Local Drainage
The Planning Area lies primarily within the Wolf Creek drainage basin. Wolf Creek
enters the Planning Area from the east in an east-west direction, and turns to the south as it passes through downtown
Grass Valley, and continues south to its confluence with the Bear River. The South Fork of Wolf Creek and Little
Wolf Creek drain the southeastern portion of the Planning Area and discharge into Wolf Creek in the central Grass
Valley area.
Alta Hill is located on the divide between the Wolf Creek and Deer Creek watersheds.
Drainage north of this divide flows to Deer Creek.
100-Year Flood Areas
As indicated by the Federal Emergency Management Agency (FEMA) Flood Insurance Rate
Maps (FIRM), the City of Grass Valley and the General Plan Planning Area are relatively well drained. Flooding
during the 100-year flood event is limited to relatively narrow areas along Wolf Creek and its tributaries, as
shown on Figure 3.2-1. Major transportation corridors do not appear to be susceptible to flooding in a 100-year
flood event. To the extent culverts and storm drains are not maintained, other localized flooding could occur.
Homes located in the flood hazard areas would be subject to flooding in a 100-year event unless mitigation is employed.
Dam Failure
Upstream on Deer Creek, the Nevada Irrigation District (NID) Scotts Flat Dam forms
Scotts Flat Reservoir. Mapping prepared by NID illustrates the area projected to be inundated should the dam suddenly
fail. From this map, it is apparent that none of the Grass Valley Planning Area would be inundated should such
an event occur (NID 1993).
Water Quality
Wolf Creek is influenced by the discharge of treated effluent from the Grass Valley
wastewater treatment plant and use of the creek by NID for transport of irrigation water. The NID use, which occurs
from mid-April through mid-October, results in an approximately five-fold increase in stream flows in the affected
area. Thus, dissolved oxygen remains in good supply for the maintenance for desirable aquatic biota (City of Grass
Valley 1996).
3.2.2 Impacts
Impact Evaluation Criteria: Appendix
G of the CEQA Guidelines indicates that hydrology-related impacts can be considered significant if a project would:
- Violate Regional Water Quality Control Board water quality standards or waste discharge
requirements.
- Substantially deplete groundwater supplies or interfere substantially with groundwater
recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table
level.
- Substantially alter the existing drainage pattern of the site or area, including through the alteration of
the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off-site.
- Substantially alter the existing drainage pattern of the site or area, including through the alteration of
the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which
would result in flooding on- or off-site.
- Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage
systems to control.
- Place housing within a 100-year floodplain, as mapped on a federal Flood Hazard Boundary or Flood Insurance
Rate Map or other flood hazard delineation map.
- Place within a 100-year floodplain structures which would impede or redirect flood flows.
- Require or result in the construction of new stormwater drainage facilities or expansion of existing facilities,
the construction of which could cause significant environmental effects.
Impact #3.2-1: Future development in accordance with the General Plan Update could result in
additional discharge into surface waters or other alteration of surface water quality in violation of Regional
Water Quality Control Board standards or waste discharge requirements. This is a potentially
significant impact.
Discussion/Conclusion: Developments on watershed lands should be carefully evaluated for potential
effects on surface water quality. Under the updated General Plan, new developments could be allowed that discharge
additional runoff into surface waters. Processed wastewater discharges from the wastewater treatment facility will
be subject to waste discharge requirements issued by the Regional Water Quality Control Board, which will require
mitigation of significant water quality impacts. The construction of projects in the City of Grass Valley will
be subject to City Grading Ordinance requirements, which will provide mitigation measures to address erosion and
the introduction of construction materials into surface waters. Runoff from development may also discharges pollutants
from motor vehicles, such as petroleum hydrocarbons, glycol, and dissolved heavy metals.
Regulations under Section 402(p) of the federal Clean Water Act are now in effect. They involve control of pollution
in stormwater discharges. In California, the Section 402(p) National Pollutant Discharge Elimination System (NPDES)
stormwater permitting program is administered by the Regional Water Quality Control Boards on behalf of the U.S.
Environmental Protection Agency (EPA). A 402(p) permit is required for most new developments that disturb over
five acres.
Mitigation measures have been identified in the goals, objectives, and policies implementation actions and strategies
of the General Plan to ensure that potential impacts to surface waters are mitigated. This includes broad General
Plan goals and accompanying objectives which call for the City to assure compliance with water quality regulations
(6-COSG), protect ground and surface water quality (1-COSO) and include water quality in land use decisions (2-COSO).
A specific policy instructs the City continue to implement water quality improvement plans, including stormwater
separation and wastewater treatment plant expansion (21-COSP). Implementation of these standards will ensure a
less-than-significant impact to surface water quality or Regional Water Quality Control Board
standards and waste discharge requirements.
Impact #3.2-2: Approval of projects in areas subject to inundation in the design-level (100-year)
flood would result in potentially significant impacts.
Discussion/Conclusion: Several areas within the Planning Area have been identified by the Federal
Emergency Management Agency (FEMA) to be subject to flooding during a 100-year storm event. Development within
these areas would subject persons and property to loss, injury and possibly death. Flood-prone areas may enlarge
or contract as developments both up-stream and downstream occur. Upstream development may include a variety of
alterations to existing conditions: more impervious surface, thus more runoff; altered drainage patterns, shifting
the location of surface runoff; increases in runoff velocity; and alterations to water quality. Downstream developments
may block flood waters, thus creating ponding and backup of previously freer flowing waters.
Existing stormwater drainage systems will need to be expanded and new systems will need to be constructed as
a result of development under the General Plan. The following new development areas in particular will require
new or expanded services:
- Special Development Areas - Loma Rica Ranch, North Star, and Kenny Ranch
- Loma Rica Industrial Park and Nevada County Airpark area
- East Bennett area proposed for residential designation
- Bear River Mill site proposed for commercial designation
Grass Valley presently administers a variety of regulations designed to prevent flooding and address stormwater
management. These include a flood ordinance, various provisions of the zoning ordinance and subdivision ordinance,
and construction codes for residential and non-residential developments.
The City's Capital Improvement Program (CIP) contains a local stormwater drainage program and a regional stormwater
drainage program, comprising a Drainage System Master Plan. CIP-planned projects extending through the Year 2015
includes numerous storm drainage improvements
The General Plan addresses the multiple issues surrounding storm drainage, flood control, flood prevention,
and flood avoidance in a variety of ways. The General Plan directs the City to carefully regulate development proposed
for location in flood hazard areas (9-COSP) and to continue to regulate development to reduce the risks to life
and property (7-SI). Acknowledging the changeable nature of flood prone areas, the General Plan calls for the revision
of flood hazard maps at appropriate intervals to reflect the effects of land use changes (8-SI). Concerning new
developments, specific implementation measures direct the City to avoid stream channel modifications (7-SI), require
new developments to utilize on-site stormwater storage (8-SI), and establish site development standards to minimize
impervious surface (9-SI), (13-CDP), (8-CDI). Encouraging a natural, as opposed to a structural approach to stormwater
control, a General Plan policy directs the City to return to open space areas in which flooding poses a clear danger
to life and property (11-COSP). Further, the Plan calls for amending the zoning ordinance and other development
codes to facilitate clustering (7-CDI), thus providing additional development siting options on properties constrained
by flooding and stormwater management considerations.
In summary, the goals, objectives, policies, and implementation actions and strategies included in the General
Plan will help to reduce potential impacts from drainage and flooding. In addition, the City of Grass Valley's
CIP provides planning for improvements to drainage and flooding problems through the year 2015. However, without
full provision of CIP flood and drainage related improvements through the life of the Plan (2020), this will remain
a potentially significant impact.
Impact #3.2-3: Future development associated with the General Plan Update could result in changes
in the quality and quantity of ground waters, either through direct additions or withdrawals of groundwater. This
is a potentially significant impact.
Discussion/Conclusion: Groundwater quality and quantity may be affected by a number of factors.
Primary factors are withdrawal rates contrasted with recharge rates, and quality degradation from surface sources.
Unincorporated portions of the Planning Area contain both residential and non-residential developments which rely
on ground water for their water supplies and/or septic system for sanitary waste disposal.
The General Plan, reflecting long-standing City policy, encourages systematic annexation and extension of City
services into unincorporated portions of the Planning Area (10-LUP). Large scale annexations are anticipated in
the three SDAs, with smaller annexations of other areas on the periphery of the present City limits.
As unincorporated areas are annexed into the City, public water and sewer services will replace reliance on
well and on-site septic systems. This will have an overall effect of reducing reliance on ground water as a potable
water source in the Planning Area and reduce the potential for groundwater contamination from improperly operating
septic systems.
Conversely, development occurring under the provisions of the General Plan will, inevitably cause naturally
(water) absorptive areas to accommodate impervious surfaces, thus potentially affecting ground water recharge in
some areas. This impact will be countered by the General Plan's protection of wetlands (25-LUP) and (2-COSG), as
well as implementation of the Open Space Opportunity overlay and numerous policies and implementation actions/strategies
which address natural areas and open space preservation and enhancement.
Much remains to be learned about ground water locations, patterns, and trends in the Planning Area and throughout
western Nevada County. Little is known, or predictable, about the consequences of surface actions, such as land
development, on ground water in specific situations. However, the broad trends anticipated to occur under the General
Plan, as described above, indicate that the Plan will have a less than significant impact on ground
water quantity and quality.
Impact #3.2-4: On-site disposal of wastewater in areas of poor soil permeability could result
in groundwater or surface water contamination. This is a potentially significant impact.
Discussion/Conclusion: Soils in the Planning Area have generally moderate to slow permeability.
If projects with on-site wastewater disposal systems are approved, there is a potential for significant impacts
to the environment through contamination of surface or groundwater with insufficiently treated wastewater. The
Nevada County Department of Environmental Health regulates all on-site wastewater disposal systems, which must
meet current health and safety standards. It is anticipated that the majority of new development will be on the
municipal sewer system, and that septic systems will occur only on large residential parcels in areas not served
by sewer.
The General Plan and subsequent zoning ordinance amendment will assure that the minimum parcel size on which
an on-site septic system may be permitted is 2 acres, an increase from the current General Plan's 1.5 acre minimum.
Through annexation and service extension, parcels too small to accommodate effective on-site disposal systems and/or
with currently failing systems will be provided service, thus alleviating the potential for ground and water contamination
(9-LUI) and (10-LUI). The General Plan's commitment to protection of ground and water quality (15-COSO) directly
addresses continued maintenance of small lot septic systems within the City limits. The General Plan will, therefore,
reduce the effects of on-site disposal of wastewater to a less than significant level.
3.2.3 Mitigation Measures
The General Plan Update includes goals, objectives, policies and implementation actions and strategies which
will substantially mitigate significant impacts to hydrology and water quality. These goals, objectives, policies
and implementation actions and strategies are as follows:
|