HomeMy WebLinkAboutRP16-0001_Sacramento River Salmon Gravel Restoration Project Reclamation Plan_032416
Reclamation Plan
For The
Sacramento River Salmon Gravel
Restoration Project
Submitted To:
Development Services Department
7 County Center Drive
Oroville, CA 95965
Prepared For:
M & T Ranch
3964 Chico River Road
Chico, CA 95928-9633
Prepared By:
3511 Camino Del Rio South, Suite 403
San Diego, CA 92108
March 24, 2016
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Table of Contents
Subject Page
Summary 1
1.0 Introduction 2
2.0 Environmental Setting
2.1 Project Location 7
2.2 Legal Description 7
2.3 General Plan Land Use Category 7
2.4 Zoning 10
2.5 Surrounding Land Use 10
2.6 Agricultural Classification 13
2.7 General Physiography 13
2.8 Climate 13
2.9 Geology 15
2.10 Surface Water 15
2.11 Groundwater 15
2.12 Soils 17
2.13 Biological Resources 17
3.0 Operational Characteristics
3.1 Operator/Owner/Agent 19
3.2 Operations Data 19
3.3 Operational Characteristics 20
3.4 Extractive Operations 21
3.5 Stockpile Management 24
3.5 Phasing 24
3.7 Mining Waste 27
3.8 Operational Water 27
3.9 Stormwater and Erosion Control 39
3.10 Equipment Maintenance 29
4.0 RPA Area Reclamation
4.1 Overview 29
4.2 Final Slope Grading 30
4.3 Growth Medium Distribution 30
4.4 Soil Amendment Requirements 30
4.5 Vegetative Cover Analysis 31
4.6 Test Plots 31
4.7 RP Area Decompaction 33
4.8 Road Reclamation 33
4.9 Temporary Access Issues 33
4.10 Revegetation Species 33
4.11 Hydroseeding 34
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4.12 Planting Times 35
4.13 Weed Management 35
4.14 Contingency Planting 37
4.15 Revegetation Phasing 37
4.16 Success Criteria 37
4.17 Effect of Reclamation on Future Recovery of Mineral Resources 38
4.18 Post Extraction Public Safety 38
5.0 Conformance With Reclamation Standards
5.1 Financial Assurances 39
5.2 Wildlife Habitat 39
5.3 Backfilling, Regrading, Slope Stability, and Recontouring 39
5.4 Revegetation 39
5.5 Drainage, Diversion Structures, Waterways and 39
Erosion Control
5.6 Prime Agricultural Land Reclamation 40
5.7 Other Agricultural Land 40
5.8 Building, Structure, and Equipment Removal 41
5.9 Stream Protection, Including Surface and Groundwater 41
5.10 Topsoil Salvage, Maintenance, and Redistribution 41
5.11 Tailing and Extraction Waste Management 41
5.12 Closure of Surface Openings 42
5.13 Administrative Requirements 42
5.14 Statement of Responsibility 42
References 43
List of Tables
Table Page
1 RPA Area Parcel 7
2 RPA Area Components 20
3 Mine Phasing 24
4 Rangeland Seed Mix 34
5 Performance Standards 38
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List of Figures
Figure Page
1 Regional Location 3
2 USGS Site Location 4
3 RP Area Location 5
4 RP Area Footprint 6
5 Assessor Parcel 8
6 Butte County General Plan 9
7 Butte County Zoning 11
8 Surrounding Land Use 12
9 Farmland 14
10 100 Year Floodplain 16
11 Soils 18
12 RP Area Components 22
13 Mine Plan 23
14 Phasing 25
15 Test Plots 32
16 Final Reclamation 38
List of Attachments
Attachment
A Legal Description
D Biological Resource Assessment by RBI, August 2012
F Oversize Reclamation Plan Exhibits, by Wayne Chang PE, September 2015
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 1
Sacramento River Salmon Gravel Restoration Project
Reclamation Plan
This Reclamation Plan (RP) is submitted in accordance with the requirements of the
State of California "Surface Mining and Reclamation Act of 1975" (SMARA), Public
Resources Code § 2770 et seq., and Butte County Code. Butte County is recognized
as the SMARA Lead Agency for the mine site.
SMARA requires that all surface mining operations "reclaim" mined lands to a
condition which allows post-mining land uses upon termination of surface mining
activities and, as such, surface mining operations are required to have a Reclamation
Plan approved by the Lead Agency.
This Reclamation Plan is comprised of five sections and attachments A through C.
Section 1.0, the Introduction summarizes the mining operation.
Section 2.0, the Environmental Setting, provides a description of the mine
operation’s environment.
Section 3.0, the Operational Characteristics, describes proposed mining activity,
mine methods, and operation of the mine.
Section 4.0, the RP Area Reclamation, describes proposed measures that will be
implemented to reclaim the RP Area including objectives and schedules.
Section 5.0, Conformance with Reclamation Standards, describes how the project
will meet reclamation standards as defined in SMARA.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 2
1.0 Introduction
The Sacramento River Salmon Gravel Restoration Project is a new alluvial mining
operation located five miles southwest of the city of Chico in an unincorporated area of
Butte County (Figure 1). M&T Ranch ("Applicant") is applying for a Conditional Use
Permit ("CUP") and Reclamation Plan ("RP").
Approval of the CUP would allow mining operations to remove an existing stockpile of
alluvial aggregates from wet and dry dredging operations in 2001 and 2007 as well as
material placed on-site from future dredging. Currently there is approximately
300,000 tons of stockpiled alluvial aggregates. Two future dredge operations have
been approved, each will deposit roughly 150,000 tons on site; for a total of 600,000
tons to be removed over the life of the project. The limits of the mining operation
subject to the CUP and RP will encompass a total of 31 acres. Mining operations will
remove a stockpile of alluvial aggregates that were dredged from the Sacramento River
for the purposes of maintaining pumping station inlets located in the channel. Mining
and processing activities will occur over a period of approximately 20 years, however
this timeline may be extended depending on the intensity of the operation.
Following the completion of mining operations, the disturbed areas within the RP Area
will be revegetated with native grassland species and reclaimed to open space uses.
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Project Location
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Butte CountyTehama County
Glenn CountyColusa County
Vina
Nord
Glenn
Chico
Biggs
Tehama
Orland
Honcut
Gerber
Artois
Willows
Palermo
Magalia
GridleyDelevan
Corning
Richvale
Proberta
Paradise
Oroville
Princeton
Los Molinos
Stirling City
Hamilton City
±0 63
Miles1 inch = 6 miles
Sacramento River Salmon Gravel Restoration ProjectFigure 1
Date: September 10, 2015Counties: ESRIHighways: ESRI
Butte
PlumasTehama
Lake
Glenn
PlacerColusa
Sierra
Yuba Nevada
Sutter
Yolo El Dorado
Trinity Lassen
Sonoma
Lassen
!Cities
Highways
Counties
±0 2,0001,000
Feet1 inch = 2,000 feet
Sacramento River Salmon Gravel Restoration ProjectFigure 2
Date: September 10, 2015Aerial: USGS 7.5 Min. Quad Map Reclamation Plan Boundary
Sac
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Feet1 inch = 1,000 feet
Sacramento River Salmon Gravel Restoration Project Figure 3
Date: September 10, 2015Aerial: USDA 2014 Reclamation Plan Boundary
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Feet1 inch = 500 feet
Sacramento River Salmon Gravel Restoration Project Footprint
Date: September 10, 2015Aerial: USDA 2014
Reclamation Plan BoundaryBuffer AreaExtraction AreaMining Operations Area
Figure 4
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 7
2.0 Environmental Setting
2.1 Project Location
The Sacramento River Gravel Restoration site is located entirely within Butte County,
California and is situated five miles southwest of the city of Chico. The RP Area
address is 3964 Chico River Road, Chico, CA 95928. (See Figures 1 and 2).
2.2 Legal Description
The RP Area occupies approximately 31 acres, located generally on the western border
of the Rancho De Farwell. See Attachment A for a full legal description of the RP Area.
The RP Area is identified by the Butte County Assessor to encompass a portion of one
APN, owned by Pacific Realty Associates (See Figure 5 and Table 1 below).
Table 1 RP Area Parcel
APN TOTAL
ACRES
PROPOSED
ACRES for
PROJECT
OWNER
BUTTE COUNTY
GENERAL PLAN
LAND USE
DESIGNATION
BUTTE COUNTY
ZONING
039‐530‐018 3,542.47 31 Pacific Realty
Associates, LP AG (Agriculture) AG (Agriculture)
2.3 General Plan Land Use Category
The RP Area lies within an area of Butte County that is designated as Agricultural
"AG" under the adopted Butte County General Plan (see Figure 6).
Agriculture is the dominant land use within unincorporated Butte County, accounting
for approximately 599,040 acres (60 percent of the county’s area)
spread across the county. Agricultural lands include field and row crops,
orchards, rice, grazing, dry farming, and timber. The General Plan Land Use Element
states that AG Land Use Category is designated to protect, maintain, promote and
enhance Butte County’s agriculture uses and resources, a major source of food,
employment and income in Butte County. Mining and quarry activities are allowed on
lands designated AG, subject to the County's surface mining ordinance.
Glenn County
039-530-018
039-530-018
039-580-029
039-530-018
039-580-009
039-580-030
039-580-025
039-580-008
039-580-025
039-580-030
039-580-009
039-580-031039-580-025
±
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Feet1 inch = 1,000 feet
Sacramento River Salmon Gravel Restoration Project Asessor ParcelsFigure 5
Date: September 10, 2015Aerial: USDA 2014Parcels: Butte County
Butte County ParcelsReclamation Plan BoundaryGlenn County
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Feet1 inch = 1,000 feet
Sacramento River Salmon Gravel Restoration Project General Plan DesignationFigure 6
Date: September 10, 2015Aerial: USDA 2014Parcels: Butte CountyGeneral Plan: Butte County
Reclamation Plan BoundaryAssessor ParcelsGlenn County
Agriculture Designation
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 10
2.4 Zoning
The RP Area is classified by Butte County Zoning as AG-Agriculture with a minimum
parcel size of 160 acres.
The purpose of the AG zone is to support, protect, and maintain a viable, long-term
agricultural sector in Butte County. Standards for the AG zone maintain the vitality of
the agricultural sector by retaining parcel sizes necessary to sustain viable
agricultural operations, protecting agricultural practices and activities by minimizing
land-use conflicts, and protecting agricultural resources by regulating land uses and
development intensities in agricultural areas. Permitted uses include crop cultivation,
animal grazing, stock ponds, and agricultural processing. More intensive agricultural
activities, such as animal processing, dairies, hog farms, stables, forestry and logging,
mining and oil extraction, are permitted with the approval of a Conditional Use Permit.
The current zoning for the RP Area is shown in Figure 7.
2.5 Surrounding Land Use
The RP Area lies within the Central Valley, along the eastern banks of the Sacramento
River. Topography in this area consists of flat expansive areas with several large
tributaries of the Sacramento River gathering and joining up with the river. The land
surrounding the RP Area is predominately covered by intensive commercial
agriculture, wetlands, riparian habitat and valley oak woodland. Land use in the
general area surrounding RP Area quarry includes annual crop production, water fowl
habitat, scattered residential dwellings, fruit and nut orchards and a wastewater
treatment plant.
The RP Area lies five miles to the southwest of the city of Chico, which has a
population base of approximately 90,000. Land use immediately surrounding the RP
Area is predominantly occupied by orchards, and open space with a few scattered
residences. Big Chico Creek runs along the western side of the RP Area and empties
into the Sacramento River near the southwestern limits of the RP Area. River Road,
which runs east to west along this stretch of the roadway identifies the northern limit
of the RP Area. Land use to the northeast and east of the RP Area is primarily walnut
orchards.
±0 1,000500
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Sacramento River Salmon Gravel Restoration Project ZoningFigure 7Date: September 10, 2015Aerial: USDA 2014Parcels: Butte CountyZoning: Butte County
AG-160 Zoning
AG-40 ZoningAG-80 Zoning
Reclamation Plan Boundary
Glenn CountyAssessor Parcels
Open Space
Open Space
Agriculture
Agriculture
River
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Sacramento River Salmon Gravel Restoration Project Surrounding Land UseFigure 8
Date: September 10, 2015Aerial: USDA 2014 Reclamation Plan Boundary
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 13
2.6 Agricultural Classification
The U.S. Department of Agriculture (USDA) classifies the farmland within the RP Area
as Prime Farmland (P). Prime farmland, as defined by the USDA, is land that has the
best combination of physical and chemical characteristics for producing food, feed,
forage, fiber, and oilseed crops and is available for these uses. It could be cultivated
land, pastureland, forestland, or other land, but it is not urban or built-up land or
water areas. The soil quality, growing season, and moisture supply are those needed
for the soil to economically produce sustained high yields of crops when proper
management, including water management, and acceptable farming methods are
applied. In general, prime farmland has an adequate and dependable supply of
moisture from precipitation or irrigation, a favorable temperature and growing season,
acceptable acidity or alkalinity, an acceptable salt and sodium content, and few or no
rocks. The water supply is dependable and of adequate quality. Prime farmland is
permeable to water and air. It is not excessively erodible or saturated with water for
long periods, and it either is not frequently flooded during the growing season or is
protected from flooding. Slope ranges mainly from 0 to 6 percent. Refer to Figure 9
for the classification of farmland within the RP Area and in the vicinity of the RP Area.
The RP Area is located on lands currently under a Williamson Act contract.
2.7 General Physiography
The RP Area is located on the northern end of the Central Valley, just east of the
Sacramento River. Big Chico Creek wraps around the RP Area boundary on the
western side, flowing generally north to south. Topography around the RP Area ranges
from gently rolling topography terrain to flat plains. Elevations within the RP Area
range from approximately 120 feet above mean sea level (AMSL) to 135 feet AMSL.
Along the eastern side of the RP Area a levee that is approximately eight feet in height
exists to separate the Sacramento River floodplain from the commercial almond
orchards that lie to the east of the levee. If uncontrolled, drainage for the RP Area
flows to the south and west toward the Big Chico Creek and the Sacramento River.
2.8 Climate
The climate in the vicinity of the RP Area is described as a Mediterranean climate.
Temperatures can rise well above 100°F (38°C) in the summer. Winters are fairly mild
and wet, with the most rainfall coming in January. July is usually the warmest
month, with an average high temperature of 94 F (34°C) and an average low
temperature of 61°F (16°C). January is the coolest month, with an average high
temperature of 55 F (13 C) and an average low temperature of 35°F (2°C). The average
annual rainfall is 27 inches (69 cm). Rainfall patterns vary from year to year, but in
general, the rainy season in the region is November through April, where rainfall
averages between three and four inches per month. The warmer months (May through
September) experience minimal rainfall. Tule fog is often present during the autumn
and winter months.
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Feet1 inch = 1,000 feet
Sacramento River Salmon Gravel Restoration Project Farmland ClassificationFigure 9
Date: Septmber 10, 2015Aerial: USDA 2014Parcels: Butte County
Reclamation Plan BoundaryUSDA Prime Farmland
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 15
2.9 Geology
The RP Area is located in an area identified by the United States Geological Survey
(USGS) as Quaternary alluvium. Deposits of alluvium, mainly poorly sorted sands,
gravels and boulders of streams and alluvial fans, and thin discontinuous veneers of
colluvium as loose rock, talus sheets and soil, cover the valley floors and lower slopes
of the ranges of the Sierra Nevada's. Colluvium sheets commonly accumulate along
slopes of more than 10 degrees, and grade down slope into alluvial fan deposits and
alluvium. The upper reaches of stream channels contain coarse sands and gravels,
with fine sands, silts and clay in the lower portions of streams and along valley floors.
2.10 Surface Water
The RP Area is bounded by the Sacramento River and Big Chico Creek on the western
side. The Sacramento River is the principal river of Northern California and is also the
largest river in California. Beginning in the Klamath Mountains, the river flows south
for 445 miles before reaching the Sacramento–San Joaquin River Delta and San
Francisco Bay. The river drains about 27,500 square miles in 19 California counties,
mostly within a region bounded by the Coast Ranges and Sierra Nevada known as the
Sacramento Valley, but also extending as far as the volcanic plateaus of Northeastern
California. Big Chico Creek originates on Colby Mountain, located in Tehama County,
California. The creek flows 46 miles west to its confluence with the Sacramento River
in Butte County. The creek's elevation ranges from 120 feet above sea level at the
Sacramento River to 6,000 feet at Colby Mountain.
Drainage at the RP Area will be directed toward several low lying areas located within
the RP Area. In general runoff will be directed away from the Sacramento River and
contained in low lying areas to percolate into the subsurface or evaporate. See the
mine plans included in Attachment C for greater detail on the site drainage.
2.11 Groundwater
The RP Area lies within the West Butte Sub-Basin, which covers an area of 284 square
miles spread over Butte, Colusa and Glenn counties. The sub-basin is part of the of
the Sacramento Valley Groundwater Basin and is bounded on the west and south by
the Sacramento River, on the north by Big Chico Creek, on the northeast by the Chico
Monocline, and on the east by Butte Creek. Big Chico and Butte Creeks serve as sub-
basin boundaries in the near surface. The sub-basin is hydrologically contiguous with
the Vina and East Butte Sub-Basins at depth. The Chico Monocline forms a
geographic boundary; however, a component of recharge to the sub-basin appears east
of the fault structure. Groundwater flow is southwesterly toward the Sacramento River
north of the city of Princeton. South of Princeton, groundwater flows away from the
Sacramento River to recharge the groundwater system. Annual precipitation within
the sub-basin is approximately 18 inches in the valley, increasing to 27 inches
towards the foothills.
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Sacramento River Salmon Gravel Restoration Project 100-Year FloodplainFigure 10Date: Jan 2015Aerial: USDA 2014Parcels: Butte CountyFloodplain: FEMA Reclamation Plan Boundary
100 Year Floodplain
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 17
2.12 Soils
Soil classifications for the RPA Area identified in the Butte County soil surveys
completed by the USDA and NRCS identify the soils within the RP Area limits to be
Gianella fine sandyloam, 0 to 1 percent slopes, occasionally flooded. This type of soil
is located on slopes that range from 0 to 1 percent, generally located on bars and flood
plains. The soil is stratified, coarse-loamy alluvium derived from igneous,
metamorphic, and sedimentary rocks. This is a moderately well drained soil with a
fine sandy loam texture that has anywhere from 0 to 20 percent of the surface covered
by medium to well rounded gravel.
2.13 Biological Resources
Biological communities within the RP Area were mapped by RBI Inc. in August of
2012; a terrestrial survey was also completed. Communities mapped in the report
include: disturbed/ruderal, agriculture and valley oak woodland. The terrestrial
survey is located in Attachment B; it describes these communities in detail.
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Sacramento River Salmon Gravel Restoration Project SoilsFigure 11
Date: Sept. 2015Aerial: USDA 2014Soils:USDA
Reclamation Plan BoundaryGianella fine sandyloam, 0 to 1 percent slopesWater
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 19
3.0 Operational Characteristics
3.1 Owner/Operator/Agent
Applicant
M & T Ranch
3964 Chico River Road
Chico, CA 95928-9633
Name of Mineral Property
Sacramento River Salmon Gravel Restoration Project
Property and Mineral Rights Ownership
Pacific Realty Associates, LP
15350 SW Sequoia Parkway, Suite 300
Portland OR, 97224
Operator
M & T Chico Ranch
3964 Chico River Road
Chico, CA 95928-9633
(530) 518-9954
Agent
EnviroMINE, Inc.
3511 Camino Del Rio South, Suite 403
San Diego, CA 92108
Phone (619) 284-8515, Fax (619) 284-0115
3.2 Operations Data
Mineral Commodity
Natural and Crushed Alluvial Aggregates
Proposed Surface Mining Initiation Date
July 2016
Proposed Surface Mining Termination Date
Completion of mining is expected by December 31, 2035; reclamation is expected to be
complete by December 31, 2037. Reclamation and mining may extend beyond this
timeline depending on demand for aggregates; this reclamation plan has no expiration
date.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 20
Estimated Annual Production
Annual production at the quarry will range from 20,000 to 50,000 tons, with a
maximum of 100,000 tons per year. Production estimates are based on current
supply and demand for aggregates in the surrounding area and may fluctuate
depending on economic conditions.
Total Anticipated Production
The total production from the mine will be approximately 600,000 tons.
Maximum Anticipated Depth of Quarrying
Excavation occurs at elevations ranging from 155 to 130 feet AMSL and proceeds to an
average depth of approximately 20 feet below the original grade. The maximum depth
of mining will be remain at 130 feet AMSL.
Proposed Post-Mining Land Use
At the conclusion of mining, the RP Area will be reclaimed to open-space uses.
3.3 Operational Characteristics
The RP Area is comprised of the components listed in Table 2 and shown on Figure 12.
These areas are described in more detail below.
Table 2 RP Area Components
Component Acreage
Excavation Area 8.3
Buffer Area 11.4
Operations Area 11.6
Total RP Area 31.3
Excavation Area:
The Excavation Area is where the dredging operations placed alluvial aggregates on
the site; extraction activities will be conducted in this area. The area will encompass
approximately 8.3 acres at final build-out. Currently, the Excavation Area features
elevations ranging from approximately 155' AMSL to 135' AMSL. Approximately
600,000 tons of aggregate will be extracted from the Excavation Area over the life of
project.
Operations Area:
The Operations Area is an area for the processing activities, material stockpiling,
stormwater management, dewatering, access roads and general site support. The area
occupies approximately 11.6 acres, located generally adjacent to and surrounding the
Excavation Area.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 21
Buffer Area:
The RP Area will include approximately 11.4 acres of Buffer Area. Buffer Areas are
primarily undeveloped lands and are characterized at the site mostly by thick riparian
vegetation and by open water. Buffer Areas function to protect the project from land
use encroachment, and also to protect nearby land uses from the potentially adverse
sights, sounds and other characteristics of mining. Buffer Areas also generally
include areas that are within the RP Area but will not be disturbed.
3.4 Extractive Operations
The following provides an overview of extractive operations within the RP Area. The RP
Area is a location where dredge operations stockpiled alluvial aggregates that were
excavated from the Sacramento River has been stockpiled. The extractive process
generally includes excavating stockpiled materials, material transport and processing.
No topsoil and very limited vegetation exists within the area where extractive activities
take place. Each process is described below; see Figure 12 for the location of the
processing components within the RP Area. The final land form is shown on Figure 13.
The phasing of extraction activities, as it relates to different geographic areas within
the RP Area, is described in Section 3.6 and illustrated on Figure 14.
Aggregate Extraction and Transport
Alluvial aggregates will be extracted with either a hydraulic excavator or a front-end
loader and loaded into off-road haul trucks or directly fed into a portable crushing
plant and screening plant. On-site haul roads within the RP Area will vary depending
on the geographic area that is being mined. As the extraction activities advance in a
northerly direction, the portable processing plant may be relocated closer to the active
extraction area in order to minimize haul distances from off-road haul units.
Material Processing
The primary and secondary plants consist of equipment and facilities that crush,
screen, wash, sort and temporarily store processed materials prior to distribution off-
site. All equipment will be portable so that it can be moved out of the floodplain
during times when the site may be inundated from the Sacramento River. These
processes use of the following equipment and facilities:
• Cone or gyratory crushing units
• Series of vibrating screens and rock washing units
• Conveyors linking processing facilities with stockpiles
• Finished material stockpiles
• Access roads
• Desiltation water basins
Alluvial aggregates are first delivered from the stockpile to the processing plant, where
they are screened, crushed and either stockpiled or washed and then stockpiled.
Stockpiled finished products are stored at the site and await pickup from customer
trucks. An excavator or front-end-loader will be used to load stockpiled material into
customer trucks.
Site Entrance/Exit
Pumping Station
River
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Access Road
±0 500250
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Sacramento River Salmon Gravel Restoration Project Area Components
Date: October 13, 2015Aerial: USDA 2014
Buffer Area (11.4 Acres)Operations Area (11.6 Acres)
Excavation Area (8.3 Acres)
Figure 12
Reclamation Plan Boundary
Access Road
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Sacramento River Salmon Gravel Restoration Project Reclamation Plan 24
All crushing, conveying and processing units will operate according to Permits to
Operate issued by the Butte County Air Quality Management District (BCAQMD). The
operation will comply with all BCAQMD rules and regulations, including requirements
for the control of fugitive dust. These requirements include the use of best available
control technology (BACT), which includes, wetting down stockpiles and using water
sprays to reduce or eliminate dust emissions.
3.5 Stockpile Management
All material stockpiles are considered temporary because these materials will be
exported from the site as part of the mining process. Temporary material stockpiles
will be approximately 25 feet in height with slopes at the angle of repose. The
stockpiles are designed with drainage control to ensure that all stormwater runoff is
treated using Best Management Practices (BMPs). All stockpiles will be located within
the footprint of either the Extraction Area or the Mining Operations Area. Drainage will
be directed inward to eliminate the potential for sediment to leave the RP Area.
Stormwater controls will be monitored continuously to ensure that all BMPs are
functioning properly.
3.6 Phasing
Mining operations will occur in four (4) overlapping phases, with one final phase of
reclamation after extraction is complete (see Table 3 below). In general, phasing will
progress from south to north to mine the existing stockpile of alluvial aggregates. This
phasing pattern may repeat as additional aggregates are deposited within the RP Area
from future dredge operations for pump maintenance operations. Final reclamation of
the RP Area will be completed during a final project phase. It is anticipated that all
phases of mining and final reclamation will be completed in approximately 22 years.
Figure 14 shows the locations and details of the mining sequence. The precise
location and timing of mining and reclamation is subject to market demand, variations
in geologic conditions encountered in the field, future dredging operations, and
technological advancements in the mining process.
Table 3 Phasing
Mining Phase Acreage
Phase I 3.8
Phase II 2
Phase III 1.2
Phase IV 1.3
Final Reclamation 19.5
Phase I
Phase II
Phase III
Phase IV
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u
e
n
c
e
If
N
e
e
d
e
d
±
0 250125
Feet1 inch = 250 feet
Sacramento River Salmon Gravel Restoration Project Mine Phasing
Date: September 10, 2015Aerial: USDA 2014
Reclamation Plan BoundaryProposed Contours
Figure 14 Phase 1
Phase 2
Phase 3
Phase 4
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 26
The following section describes the specific mining and reclamation activities for each
phase:
Phase I
Phase I will occur at the southern end of the alluvial aggregate stockpile and will
consist of site development, mining and processing. Site development will include
moving equipment onto the site, installing stormwater BMPs, improving the access
road and any other items necessary to conduct mining. Once improvements are made
to the site, mining and processing activities will be conducted in the 3.8 acre area. In
general, mining will progress from south to north toward Phase II. The completion of
mining in Phase I will leave slopes along the levee on the eastern side of the RP Area at
a maximum of 2:1. Removal of the alluvial aggregate stockpile will create a generally
flat area graded down to the approximate elevation that existed prior to the stockpiling
of aggregates during dredge operations, which is approximately 135 feet AMSL.
Phase II
Phase II encompasses approximately two acres and will progress from south to north
toward Phase III. Mining and processing activities will occur within Phase II.
Processing equipment may be relocated from Phase I into Phase II to reduce the
distance traveled from the extraction area to the processing plant. The completion of
mining in Phase II will leave slopes along the levee on the eastern side of the RP Area
at a maximum of 2:1. Removal of the alluvial aggregate stockpile will create a
generally flat area graded down to the approximate elevation that existed prior to the
stockpiling of aggregates during dredge operations, which is approximately 135 feet
AMSL.
Phase III
Phase III encompasses approximately 1.2 acres and will progress from south to north
toward Phase IV. Mining and processing activities will occur within Phase III.
Processing equipment may be relocated from Phase II into Phase III to reduce the
distance traveled from the extraction area to the processing plant. The completion of
mining in Phase III will leave slopes along the levee on the eastern side of the RP Area
at a maximum of 2:1. Removal of the alluvial aggregate stockpile will create a
generally flat area graded down to the approximate elevation that existed prior to the
stockpiling of aggregates during dredge operations, which is approximately 135 feet
AMSL.
Phase IV
Phase IV is the final phase of extraction and will have a footprint of approximately 1.3
acres. Mining will progress from south to north and extend to the northern limits of
the extraction area. Mining and processing activities will occur within Phase IV.
Processing equipment may be relocated from Phase III into Phase IV to reduce the
distance traveled from the extraction area to the processing plant. The completion of
mining in Phase IV will leave slopes along the levee on the eastern side of the RP Area
at a maximum of 2:1. Removal of the alluvial aggregate stockpile will create a
generally flat area graded down to the approximate elevation that existed prior to
stockpiling of aggregates within the RP Area, which is approximately 135 feet AMSL.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 27
Repeating Phasing Sequence if Needed
As gravel builds up near the inlet of the pumping station, it may be periodically
removed to allow the pumping station inlet to be fully submerged and function
properly. The need for this additional gravel removal will be determined by river
geomorphic changes and by what long-term solution is selected for protection of the
Sacramento River water supply at M&T Ranch. If needed, a hydraulic dredge will be
used to remove approximately 300,000 tons of gravel and stockpile it within the RP
Area. Approval from state and local agencies has already been granted for two
additional dredgings. The exact timing of the future dredging activities is unknown at
this time. If needed, the phasing sequence may be repeated until all aggregates
stockpiled from dredge operations are removed from the RP Area. Dredging the river is
a temporary maintenance activity to keep the pumping station functioning while a
long-term and permanent solution is developed.
Final Reclamation
Final reclamation of the RP Area will take place after all material extraction activities
are complete. Any remaining unreclaimed areas will be reclaimed in this phase. Final
reclamation will involve: equipment removal, establishment of remaining levee slopes,
ripping compacted areas, finish grading, seed mix distribution, monitoring,
maintenance and final RP Area closure. All of these activities together will achieve the
goals of the Reclamation Plan and leave the RP Area suitable for post-mining open
space uses.
3.7 Mining Waste
No permanent stockpiles of mining waste (i.e., overburden and unused rock material)
will remain after final reclamation. Temporary overburden stockpiles will be subject to
drainage and erosion control BMPs, and runoff from stockpiles will collect at
stormwater basins without discharging outside of the RP Area. Domestic refuse will
be collected in approved trash bins and removed from the RP Area by the operator.
Equipment will be serviced on a daily basis by a mobile service truck. No toxic or
hazardous substances will be in use at the RP Area.
3.8 Operational Water
Water is required for material washing and dust control within the RP Area. Quarry
operations at full build-out will require approximately 3 acre feet per year (AFY) for
dust suppression and approximately 3 AFY for aggregate processing.
Dust Suppression Water:
Water to suppress dust around the processing area and haul roads is supplied water
that is pumped out of the Sacramento River by the permanent pumping station,
located at the south end of the RP Area. Water is pumped into a water truck and
distributed around the site as needed. It is estimated that the water truck will make
two passes per day during the dry season.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 28
Wash Water for Aggregate Processing:
Water utilized in the processing of aggregates is supplied from the same pumping
station as is the dust suppression water. Water utilized for aggregate processing is
cycled through the secondary processing plant where clays and silts become
suspended in the water. The sediment-laden water is pumped from the processing
plant to a series of sediment ponds where the sediment is allowed to settle out. The
total quantity of water that is consumed during the processing of aggregates within
the RP Area is approximately 3 AFY. This number assumes that the majority of the
water used for material washing will be recirculated back through the plant and
roughly 10% of the water that is circulated through the plant is consumed by the
process. Water usage depends on the amount of production and the percentage of
material that requires washing. Mining and material production volumes will vary
year-to-year as market demand fluctuates.
3.9 Stormwater and Erosion Control
Drainage within the disturbance footprint will be directed to the south and west and
will either percolate into the water table or be allowed to evaporate. Site grading will
direct runoff toward a number of low lying areas located within the RP Area, away
from the Sacramento River. Final reclamation of the RP Area will result in a large,
fairly level area which will not cause or contribute to off-site flooding. Drainage
facilities will be designed to have a capacity to handle a 20-year storm event.
During mining and reclamation, stormwater at the RP Area will be managed in
accordance with the approved Stormwater Pollution Prevention Plan (SWPPP). During
extractive operations, stormwater and erosion control measures may include a range
of BMPs:
As necessary, silt fencing or straw wattles will be installed along the RP Area
boundary;
Grading of the RP Area to direct runoff into the interior of the RP Area;
As necessary, straw mulch or other BMP’s will be applied to cut slopes;
Revegetation; and
Minimizing disturbance.
Following the completion of surface mining operations, long-term and permanent
erosion control measures will include:
Final grading to promote positive drainage.
Planting and hydroseeding at the appropriate time of the year to insure
revegetation of disturbed areas.
Maintaining vegetation on areas disturbed by mining activities.
Disturbed areas will be monitored for evidence of erosion at periods specified in the
SWPPP during both operational and post-operational periods. Soil surfaces will be
evaluated for action according to the following Qualitative Descriptors of Soil Surface
Status:
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 29
Class 1: No soil loss or erosion, topsoil layer intact, well-dispersed accumulation of
litter from past year's growth; plus smaller amounts of older litter.
NO ACTION NECESSARY
Class 2: Soil movement slight and difficult to recognize; small deposits of soil in form
of fans or cones at end of small gullies or fills or as accumulations back of plant
crowns or behind litter; litter not well dispersed or no accumulation from past year's
growth.
ACTION: Monitor to see if any further deterioration and if action is required.
Class 3: Soil movement or loss more noticeable; topsoil loss evident with some plants
on pedestals or in hummocks; rill marks evident; poorly dispersed litter and bare
spots not protected by litter.
ACTION: Any rills or gullies in excess of 8-square inches in cross sectional area
and more than 10-linear feet located on finished slopes shall be arrested using
straw mulch and hay bales.
Class 4: Soil movement and loss readily recognizable; topsoil remnants with vertical
sides and exposed plant roots; roots frequently exposed; litter in relatively small
amounts and washed into erosion protected patches.
ACTION: Replant and cover with straw mulch and install silt fences. If
necessary, regrade and compact with equipment.
3.10 Equipment Maintenance
Equipment is maintained in the RP Area by a service vehicle that performs regular
maintenance and emergency repairs as needed. Fuel for the off-road equipment is
supplied by fuel truck that will periodically fill equipment tanks as needed. No diesel
storage tanks above or below ground exist at the site. A Spill Prevention Control and
Countermeasures (SPCC) plan will guide reporting control and cleanup activities in the
event of a spill in the quarry or other operating areas.
4.0 RP Area Reclamation
4.1 Overview
Reclamation describes the process of preparing mined lands for alternative post-
mining land uses, and removing residual mining hazards. Reclamation occurs after
the completion of extractive operations, and generally consists of equipment removal,
rough and finish grading, revegetation, and monitoring until reclamation performance
standards are met. Figure 16 and the plans in Attachment C provide illustrations of
the final reclaimed landform that will exist after mining reclamation are complete.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 30
The goals of RP Area reclamation are to:
1. Adapt mined areas to open space land uses.
2. Stabilize the soil so that erosion is controlled.
3. Revegetate mined lands to create a habitat allowing for the gradual invasion
and establishment of native plant species from the surrounding undisturbed
plant communities through natural successional processes.
4. Maximize the recovery of mineral resources in a safe and efficient manner; and
5. Mitigate, by design, potential environmental impacts on the land that might
otherwise be created by extraction.
4.2 Final Slope Grading
Mining will remove a stockpile of material that is roughly 20' in height and leave a
fairly level area that has a final elevation of approximately 135' AMSL. The majority of
the level area will be sloped at 1 to 2 percent to promote positive site drainage. Along
the eastern limits of the mining operation, slopes from an adjacent levee will be
reestablished with a maximum of 2:1 (h:v) slopes.
4.3 Growth Medium Distribution
The growth medium used for revegetation will consist of salvaged growth medium and
wash fines from the RP Area. The proportions of growth medium and any additions or
amendments will be guided by the test plot data described in Section 4.6. As set forth
below, growth medium will be distributed over the site as needed based on test plot
results.
Grading of the RP Area is intended to return the site to a condition that existed prior
to stockpiling of alluvial aggregates at the RP Area, while providing for proper drainage
of the RP Area. Low areas in the topography will be filled and hummocks and sand
mounds will be flattened, providing stable drainage. In general, the area will be
graded to direct runoff away from the Sacrament River and Big Chico Creek toward
several low-lying areas where water will percolate into the sub-surface or evaporate.
In addition to grading the site to contour the topography for drainage purposes,
compacted areas of the RP Area will be ripped to a depth of at least six (6) inches to
decompact the surface in preparation for revevgetation. Areas where existing
vegetation is established and proper drainage exists will not require grading to achieve
reclamation.
4.4 Soil Amendment Requirements
If testing indicates a deficiency in soil chemistry, amendments may be added to the
soil to enhance the fertility of growth medium. All soil amendments will be free of any
exotic species to avoid accidental introduction. Soil analysis shall be conducted to
ensure that the pH and the essential nutrients, such as Nitrogen (N) Phosphorus (P)
and Potassium (K), are balanced in the soil and equivalent to approximate
surrounding undisturbed soil conditions.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 31
4.5 Vegetative Cover Analysis
Revegetation species utilized to reclaim the RP Area were selected to provide adequate
cover for the post-mining land use of open space. Baseline studies were conducted to
determine species richness and cover; the full report is included as Attachment B.
Revegetation species were selected based on baseline studies and are suitable for the
proposed end use of open space and are self-sustaining. The proposed revegetation
seed mix in Section 4.10 may be adjusted based on the results of test plots to be
installed concurrent with mining operations.
4.6 Test Plots
Test plots will be constructed, as extraction continues, to determine the most
appropriate seeding and planting procedures to ensure successful implementation of
the revegetation plan, and to determine the optimal blend of growth medium and any
soil additives and amendments for revegetation success. Each vegetation test plot will
be comprised of a 0.1-acre area that is 66-feet wide by 66-feet long and demarcated
with stakes. In this area, there will be a representative population of seed proportional
to the numbers proposed in Table 4 in Section 4.10. The test plots will be located near
the southern limits of Phase I. Test plots will be initiated once there is adequate space
available. The area will be corner staked with iron T-posts and labeled as the test plot
on all four corners. The test plot locations are shown on Figure 15.
Four treatment alternatives will be tested as follows:
Option 1 – Standard
This option will be identical to that proposed above for the reclamation of disturbed
areas of the site. This option will allow the operator to test proposed methods and
compare them to other alternatives.
Option 2 – Mulch
Mulch will be added to the standard treatment, and the treatment will be applied in
three applications, as follows:
1st Pass – 500 lbs wood fiber-mulch, 1,000 lbs compost, and seed
2nd Pass – Straw at 2 tons/acre
3rd Pass – 500 lbs wood fiber-mulch, 1,000 lbs compost, tackifier, fertilizer
Option 3 – No Compost
This alternative will allow the mine operator to gauge the effect of not adding compost
to the treatment. This option substitutes additional wood fiber-mulch for the compost
in the standard treatment.
Test Plot Area
±
0 500250
Feet
1 inch = 500 feet
Sacramento River Salmon Gravel Restoration Project Test Plot Area
Date: October 13, 2015Aerial: USDA 2014
Reclamation Plan BoundaryTest Plot Area
Figure 15
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 33
Option 4 – Inoculant
This option tests the effect of inoculating the quarry soils with mycorrhizal fungus,
which assists plant roots with nutrient uptake. The treatment will be similar to the
standard treatment, but with 60 lbs/acre of AM-120 mycorrhizal inoculant added.
The remainder of the test plots will remain untreated and will serve as a "No-
Treatment" control option. The results from the tests will be reported in terms of
overall ground cover, and in terms of numbers of individual species, where
appropriate. Treatments determined to have positive effects on seed mix propagation
will be considered for general implementation on areas of the site that are to be
revegetated.
Success of these revegetation areas shall be judged based upon the effectiveness of the
vegetation for the approved end use and by comparing the quantified measures of
vegetative cover, density, and species richness of the reclaimed lands similar to that of
the surrounding area. Comparisons will be made by a qualified individual until
performance standards have been met.
4.7 RP Area Decompaction
All compacted areas that are to be revegetated may be ripped to a depth of at least six
(6) inches to facilitate revegetation. Where project operations result in compaction of
the soil (roads and pads), scarifying of the soil will be used to eliminate compaction
and to establish a suitable root zone in preparation for planting. All soil surfaces that
are to be revegetated will be left in as rough a condition as possible. The goal is to
create small cracks and crevices for the seeds to lodge and to improve water
infiltration.
4.8 Road Reclamation
All temporary haul roads not retained for the post-mining land use will be ripped,
disked, and seeded when no longer required. The main access road along the western
side of the stockpile and the levee road on the eastern side f the RP Area will remain in
place following the completion of reclamation to provide the landowner access. Other
sections of road may remain after mining if requested by the property owner.
4.9 Temporary Access Issues
Existing project roads will be kept active through occasional grading and
maintenance.
4.10 Revegetation Species
Revegetation of the RP Area will be completed using distribution of a single seed mix
composed of native species that are located in the vicinity; the seed mix will be
referred to as the rangeland seed mix. Distribution methods such as hydroseeding,
broadcast seeding, drill seeding, and imprint seeding may be used for the application
of the seed mix.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 34
Rangeland Seed Mix
The rangeland seed mix will provide revegetation cover of the RP Area on all areas of
the site that have been disturbed from mining activities. This seed mix will propagate
quickly to stabilize the soil. The seed mix is made up of perennial species that are
capable of self propagation and long-term establishment without human intervention.
The seed mix and distribution rates may be adjusted as needed depending on species
availability and the results from the test plots. The rangeland seed mix also will serve
as an erosion control seed mix and cover for stockpiles if needed during mining
operations.
Table 4 Rangeland Seed Mix
Common Name Scientific Name Mix
California Brome Bromus carinatus 10 Lbs/Acre
Blue Wild-Rye Elymus glaucus 12 Lbs/Acre
Lana Wooly Pod Vetch Vicia villosa 7 Lbs/Acre
Purple Needle Grass Nassella pulchra 3 Lbs/Acre
California Poppy Eschscolzia californica 3 Lbs/Acre
Deer Grass Muhlenbergia rigens 5 Lbs/Acre
Red Fescue Festuca rubra 10 Lbs/Acre
Total 50 Lbs/Acre
4.11 Hydroseeding
The seed mixes described above will be applied using any combination of
hydroseeding, broadcast seeding, imprint seeding, drill seeding or other methods of
seed distribution found to be successful in revegetation efforts. If hydroseeding is the
selected method of seeding; details on the slurry application are discussed below.
The first step is to apply the seed, a small amount of virgin wood-fiber mulch,
compost, and organic time-released fertilizer (Biosol® or equivalent):
Seed – Refer to Table 5 for seed mix
Wood-fiber mulch – 100 lbs/acre
Compost – 500 lbs/acre
Fertilizer – Biosol® 7-2-3 at 300 lbs/acre
The second step is to immediately cover the first coating with slurry of a greater
amount of wood fiber and compost:
Wood-fiber mulch – 400 lbs/acre
Compost-1500 lbs/acre
The mulch layer will reduce soil erosion, reduce seed loss to birds and rodents, and
add organic material to the growth medium as it breaks down. The organic matter will
provide a long-term source of nutrients, increase water-holding capacity, and improve
the texture of the soil. The development of an organic duff layer, similar to that
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 35
present underneath undisturbed valley oak woodland adjacent to the RP Area, will
increase the amount of organic matter and improve moisture retention.
Commercial fertilizers intended for agricultural or ornamental applications are not
included in the revegetation strategy because they provide a strong flush of nutrients
at concentrations rarely present in nature. The result is often rapid growth of weedy
grasses and herbs, which then may out-compete slower-growing chaparral species for
sunlight and soil water. Biosol® fertilizer (or a comparable product) is a slow-release
fertilizer designed for restoration objectives, and provides a steady supply of major
nutrients at relatively low concentrations. If necessary, the hydroseeding slurry and
application methods may be adjusted by the revegetation specialist.
Fertilizer:
Growth medium shall be analyzed to determine the presence of essential elements for
growth of the rangeland seed mix. If the soil analysis shows that fertility levels or soil
nutrients are inadequate to successfully implement the revegetation of the RP Area,
the appropriate fertilizers can be selected to account for these deficiencies. Fertilizers
and amendments should be selected and applied to avoid contamination to surface
and ground water.
4.12 Planting Times
All seeding should be performed and completed between October 15 and December15.
Planting should be timed to occur with the first soaking rains of the season because
the beneficial temperatures and anticipated rainfall will aid in germination and
establishment.
4.13 Weed Management
Maintenance of the revegetation areas shall consist of reseeding unsuccessful
revegetation efforts, weed eradication to limit and control invasive noxious weeds, and
repair of erosion damage. The most likely of these species to occur in the revegetated
areas is yellow star-thistle (Centaurea solstitialis). Normal revegetation progress
should discourage the spread of yellow star-thistle and eventually displace it.
If biological monitors note dense, rapidly spreading, or persistent stands of yellow
star-thistle (or other noxious weed species) in revegetation areas, a control strategy
will be developed and implemented.
Noxious weeds that invade the RP Area and inhibit success of the reclamation effort
shall be removed. The first method of controlling weeds at any site is to reduce the
area and time that the ground surface is disturbed.
The occurrence of weeds within the RP Area shall be monitored by visual inspection.
The goal is to prevent weeds from becoming established and depositing seeds in areas
to be revegetated at a later date. If inspections reveal that weeds are establishing or
have been established on the RP Area, then removal will be initiated. Inspections shall
be made biannually in conjunction with revegetation monitoring unless conditions
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 36
warrant more frequent inspections. Eradication measures shall be taken when these
species are detected at threshold levels of one plant per less than 100 square feet.
Weed removal will be accomplished through manual, mechanical, or chemical
methods, depending on the specific circumstances. For example, solitary or limited
numbers of tree and tree-like species will be manually removed (chopped), and the
stumps will be sprayed with an approved weed killer such as Round-Up. Smaller
plants that cover more area may be sprayed, scraped with a tractor, or chopped by
hand. Weed removal methods used would be dependent upon the size of the area of
infestation and the number of desired revegetation species in proximity or mixed with
the weeds.
4.14 Contingency Planting
If revegetation efforts are not successful according to the success criteria in Section
4.16 within two years following the initial seeding and planting, the revegetated areas
will be reevaluated to determine the necessary measures to improve revegetation
success.
If necessary, these areas will be revegetated with modified methods. These may
include the use of container stock and irrigation or simple reseeding during a wet
winter season. Prior to reseeding and/or planting, the revegetation specialist shall
evaluate previous revegetation practices and test plot results in an attempt to identify
methods to benefit the overall revegetation effort. If after the RP Area is reseeded
and/or planted and revegetation efforts still do not yield satisfactory results,
additional reseeding or other intervention methods may be required.
4.15 Revegetation Phasing
Due to the possibility of additional alluvial aggregates stockpiled being at the RP Area
after the initial stockpiled material is removed, revegetation will follow the completion
of all mining activities. Final landforms reached during ongoing mining operations
shall be revegetated if it is determined that no further aggregates will be stockpiled in
that specific area.
4.16 Success Criteria
Monitoring revegetation plan success by conducting regular follow-up inspections
provides assurance that revegetation shall conform to the stated goals listed in Table
5. It also provides a contingency to address unforeseen problems and evaluate year-
to-year variation in natural successional processes. These follow-up visits and field
studies will evaluate the progress of revegetation effort so that any necessary remedial
measures can be recommended in a timely manner.
Hydroseed Areas - Sampling plots will be selected randomly throughout the areas
hydroseeded with the rangeland seed mix to determine native species richness and
percent cover of each seed mix. The number of plots for the hydroseeded areas will be
selected in order to achieve an 80 percent confidence level in the performance results.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 37
During visits to the RP Area, the revegetation efforts will be examined by evaluating
the following:
A. The success of stabilizing the soil so that soil erosion is controlled over the
short or long term.
B. The success of re-establishing favorable soil conditions will be monitored so
that open space can become established.
C. The success of establishing habitat conditions on the excavated areas which are
favorable for the gradual invasion and establishment of the native flora to the
RPA Area from the surrounding areas.
D. The plants shall also be examined for pests and pest damage to make sure that
potentially harmful infestations do not occur.
Monitoring of the RP Area will be conducted on an annual basis until performance
standards over all areas disturbed from mining operations within the RPA Area are
attained. Annual assessment reports and RP Area reviews will assess the practicality
and the success of the seed mix and amend the ratios as appropriate based on the
progress of revegetation. Redistribution of seed the seed mix may be necessary to
meet performance standards.
Table 5 Performance Standards
Vegetative Type Species Composition/
Species Richness Percent Cover Density Test Plot Size
Rangeland seed mix
2 or more of the most
prevalent species shall
be from the rangeland
seed mix
60% cover (all
species
combined)
N/A 100 sq. meter
plot
4.17 Effect of Reclamation on Future Recovery of Mineral Resources
This Reclamation Plan will not preclude future extraction activities on this property or
within the surrounding area.
4.18 Post Extraction Public Safety
Public health and safety will be protected in accordance with Butte County standards.
During the lifetime of the Sacramento River Salmon Gravel Restoration Project, public
access will be controlled by locked gates on the access roads within the RP Area
boundaries. In addition, signs will be posted around the perimeter of the RP Area
limits adjacent to developed lands. These signs will read “Private Property,” “No
Trespassing,” and “Danger: Steep Slopes” as appropriate. All MHSA and Cal OSHA
rules, regulations, and standards will be observed to protect both the public and on-
site employees.
Pumping Station
River Road
Access Roads
±0 500250
Feet1 inch = 500 feet
Sacramento River Salmon Gravel Restoration Project Final Reclamation
Date: October 13, 2015Aerial: USDA 2014
Figure 16
Access Roads
Reclamation Plan Boundary
Rangeland Seed Mix Distribution
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 39
5.0 Conformance with Reclamation Standards
Purpose
SMARA requires that approved reclamation plans incorporate verifiable standards to
assure adequate completion of reclamation plan objectives. The verifiable standards
were adopted by the State Board of Mining and Geology as regulations to implement
these requirements. These regulations are known as the “Reclamation Standards”
(PRC Article 9, Sections 3700 et seq.). The following discussion addresses compliance
with these standards as outlined in the Sacramento River Salmon Gravel Restoration
Project Reclamation Plan.
5.1 Financial Assurances (14 CCR § 3702)
The project will be subject to a required financial assurance to ensure that
reclamation is performed in accordance with the approved reclamation plan. Financial
assurances are reviewed annually by the Lead Agency and adjusted as necessary.
Financial assurances must be in place prior to commencement of operations.
5.2 Wildlife Habitat (14 CCR § 3703)
The RP Area is currently utilized as a stockpile area for alluvial aggregates and vacant
land; however, some of the plant communities present within the RPA Area are
suitable for wildlife habitat. Valley oak woodlands, ruderal/disturbed, agriculture and
sandbar willow thickets occupy much of the RP Area and provide cover, foraging,
nesting, and resting opportunities. Species common to these habitats include: House
Finch (Carpodacus mexicanus), American Robin (Turdus migratorius), Mourning Dove
(Zenaida macroura), European Starling (Sturnus vulgaris), Lesser Goldfinch (Spinus
psaltria), Red-Tailed Hawk (Buteo jamaicensis), Black-Headed Grosbeak (Pheucticus
melanocephalus), California Towhee (Pipilo crissalis) and American Goldfinch
(Carduelis tristis).
Rare, threatened or endangered species as listed by the California Department of Fish
and Wildlife, (California Code of Regulations, Title 14, sections 670.2 - 670.5) or the U.
S. Fish and Wildlife Service, (50 CFR 17.11 and 17.12) or species of special concern as
listed by the California Department of Fish and Wildlife will be protected throughout
mining and reclamation. At completion of mining, reclamation will establish wildlife
habitat that is at least as good as that which existed before mining operations began.
5.3 Backfilling, Regrading, Slope Stability, and Recontouring (§3704)
SMARA’s reclamation standards provide that reclaimed fill slopes shall not exceed
2.0H:1.0V except when based on a site-specific engineering and geologic analysis
showing that the proposed final slope will have a minimum slope stability factor of
safety (“FOS”) that is suitable for the proposed end use. Slopes steeper than 2:1 are
not part of the final landform, therefore a site specific slope stability analysis is not
included as an aspect of the reclamation plan. However, final cut slopes will have a
minimum factor of safety for the proposed end use and conform to the surrounding
topography.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 40
As reclamation progresses, all wash fines stored within the RP Area will be distributed
to various areas throughout the RP Area footprint as part of the revegetation process.
5.4 Revegetation (14 CCR § 3705)
Revegetation of the RP Area will include revegetating areas disturbed from mining
operations with one native seed mix. Distribution methods such as hydroseeding,
broadcast seeding, drill seeding, and imprint seeding may be used for the application
of the seed mix. Refer to Section 4 for a complete description of revegetation methods
utilized along with the seed mix.
5.5 Drainage, Diversion Structures, Waterways, and Erosion Control (14 CCR §
3706)
The Sacramento River Salmon Gravel Restoration Project Reclamation Plan is designed
to control surface runoff to protect surrounding land and water resources in
accordance with the federal Clean Water Act and other applicable local, state, and
federal requirements. All operations within the RP Area will comply with the National
Pollutant Discharge Elimination System (NPDES) General Permit associated with
industrial activities. A system of Best Management Practices (BMPs) is required to be
employed in accordance with a Water Quality Management Plan (WQMP) and Storm
Water Pollution Prevention Plan (SWPPP). Drainage and erosion controls apply at all
stages of operation and reclamation and will be designed to exceed the 20-year storm
event.
5.6 Prime Agricultural Land Reclamation (14 CCR § 3707)
The RP Area is located on land classified by the USDA as Prime Farmland. The land
has never been used for crop production, and much of the RP Area remains as native
vegetation that is undisturbed. Almond orchards are the most prevalent crop on
adjacent lands; however, due to the fact that the area to be reclaimed is in the 100-
year floodplain, farming almonds is not feasible. The approved end use for this site is
not agriculture; therefore, the additional performance standards outlined in SMARA
Section 3707 do not apply to reclamation of this site. Refer to Figure 9 for the
classification of farmland in the vicinity of the RP Area.
5.7 Other Agricultural Land (14 CCR § 3708)
The RP Area is located on land that is classified by the USDA as Prime Farmland;
however, the approved end use is not agriculture. The RP Area is located on lands
that are currently under a Williamson Contract agreement. This project is compatible
with the Williamson Act because it will not permanently remove the land from its
principal use which has been open space. The reclamation plan is designed to return
the land to similar quality range land that existed prior to stockpiling aggregates
within the RP Area.
The Williamson Act itself specifies criteria for compatible land uses. These criteria are
listed in Government Code Section 51238.1 and are described below:
51238.1. (a) Uses approved on contracted lands shall be consistent with all of the
following principles of compatibility:
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 41
(1) The use will not significantly compromise the long-term productive agricultural
capability of the subject contracted parcel or parcels or on other contracted lands in
agricultural preserves.
(2) The use will not significantly displace or impair current or reasonably foreseeable
agricultural operations on the subject contracted parcel or parcels or on other contracted
lands in agricultural preserves. Uses that significantly displace agricultural operations
on the subject contracted parcel or parcels may be deemed compatible if they relate
directly to the production of commercial agricultural products on the subject contracted
parcel or parcels or neighboring lands, including activities such as harvesting,
processing, or shipping.
(3) The use will not result in the significant removal of adjacent contracted land from
agricultural or open-space use.
Since current or potential agricultural productivity within the site or on surrounding
lands will not be significantly impacted by the mining and reclamation plan, the
project meets the principles of Government Code Section 51238.1. The revegetation
plan is designed to return the project area to open space land. The revegetation plan
is accompanied with performance standards as well as a monitoring plan to ensure
that the quality of the range land is returned to the same that existed prior to
stockpiling of aggregates within the RP Area. Thus, based on the allowed uses in the
Williamson Act itself, this project will not affect the Williamson Act contract held on
the site.
5.8 Building, Structure, and Equipment Removal (14 CCR § 3709)
All structures constructed for mining purposes will be removed from the RP Area upon
completion of reclamation activities. The pumping station located near the southern
limits of the RP Area and the levee on the eastern side will remain in place after
reclamation is complete. Any refuse in the reclamation plan limits will be collected in
approved trash bins and hauled to the nearest approved landfill for disposal.
Equipment and materials will be removed from the RP Area at the completion of
mining operations.
5.9 Stream Protection, Including Surface and Groundwater (14 CCR § 3710)
The Sacramento River Salmon Gravel Restoration Project will include stormwater
protection measures designed to eliminate the potential for erosion and sedimentation
discharges off the RP Area. These measures will be compliant with appropriate
sections of the federal Clean Water Act, Porter-Cologne Act, and the California
Regional Water Quality Control Board.
The erosion control methods described in Section 3.9 and the reclamation practices
outlined in Section 4.0 identify measures that will control erosion and sedimentation.
In addition to these plan measures, the Lead Agency will conduct annual inspections
to ensure implementation of these water quality protection measures.
Sacramento River Salmon Gravel Restoration Project Reclamation Plan 43
References
Butte County General Plan. http://www.buttegeneralplan.net/. Web January
2014-15
Butte County Land Use Ordinance.
https://www.buttecounty.net/dds/Planning/Zoning.aspx. Web January 2014-15
California Department of Conservation. “Farmland Mapping and Monitoring program.”
http://www.conservation.ca.gov/dlrp/fmmp Web January 2014-15
FEMA. “FIRM Flood Insurance Rate.” Map, Butte County California, Panel 485 of
1200. January 6, 2011.
HDR. “M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term
Protection Project Environmental Assessment/Initial Study Proposed Finding of No
Significant Impact, and Proposed Mitigated Negative Declaration.” December 2013
M & T Ranch, Les Heringer, personal communication. 2014-15
NRCS/USDA. “ Soil Survey of Butte Area, California, Parts of Butte and Plumas
Counties Butte County Soil Survey.” Field work completed 2001, report published
2005.
Surface Mining and Reclamation Act (SMARA), 1975
USDA. “Prime Farmlands Definition: Prime & other Important Farmlands
Definition.”
http://www.nrcs.usda.gov/wps/portal/nrcs/detailfull/pr/soils/?cid=nrcs141p2_0372
85. Web January 2014-15.
Williamson Act, California Government Code Section 51238.1
Attachment A
Legal Description
Attachment B
Biological Report
Prepared for:
HDRENGINEERING,INC.
2565 Iron Point Road
Suite 300
Folsom CA 95630-8709
August 2012
M&T CHICO RANCH/LLANO SECO RANCHO FISH S CREEN FACILITY
TERRESTRIAL S URVEYS
Prepared by:
9888 Kent Street
Elk Grove, CA 95624
(916) 714-1801
TABLE OF CONTENTS
SECTION PAGE
M&T Chico Ranch/Llano Seco Rancho Fish Screen FacilityShort-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. i Terrestrial Surveys
1 INTRODUCTION ................................................................................................................................................. 1
2 METHODS .......................................................................................................................................................... 1
1.1 Vegetation Community Assessment ....................................................................................................... 1
1.2 Giant Garter Snake Habitat Assessment ................................................................................................ 2
1.3 Valley Elderberry Longhorn Beetle Habitat Assessment ........................................................................ 2
1.4 Raptor Nesting Survey ............................................................................................................................ 3
2 RESULTS............................................................................................................................................................ 4
2.1 Vegetation Community Assessment ....................................................................................................... 4
2.2 Giant Garter Snake Habitat Assessment ................................................................................................ 4
2.3 Valley Elderberry Longhorn Beetle Habitat Assessment ........................................................................ 5
2.4 Raptor Nesting Surveys .......................................................................................................................... 5
3 REFERENCES .................................................................................................................................................... 6
M&T Chico Ranch/Llano Seco Rancho Fish Screen FacilityShort-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. ii Terrestrial Surveys
LIST OF TABLES
TABLE 1. VEGETATION COMMUNITIES IN THE PROJECT AREA.
LIST OF FIGURES
FIGURE 1. PROJECT AREA.
FIGURE 2. VEGETATION COMMUNITIES WITHIN THE PROJECT AREA.
FIGURE 3. VALLEY ELDERBERRY LONGHORN BEETLE HABITAT ASSESSMENT AND RAPTOR SURVEY RESULTS.
LIST OF PHOTOGRAPHS
1–6. VEGETATION COMMUNITIES WITHIN THE PROJECT AREA.
7–8. POTENTIAL GIANT GARTER SNAKE HABITAT OUTSIDE PROJECT AREA.
9–14. VALLEY ELDERBERRY LONGHORN BEETLE HABITAT.
15–16. OSPREY NEST NEAR RIVER ROAD.
APPENDICES
APPENDIX A VEGETATION COMMUNITY ASSESSMENT DATA SHEETS
APPENDIX B GIANT GARTER SNAKE HABITAT ASSESSMENT DATA SHEETS
APPENDIX C VALLEY ELDERBERRY LONGHORN BEETLE HABITAT ASSESSMENT DATA SHEETS
APPENDIX D RAPTOR NESTING SURVEYS DATA SHEETS
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 1 Terrestrial Surveys
1 Introduction
This report provides the results of terrestrial surveys—including a vegetation community
assessment, giant garter snake (GGS) habitat assessment, valley elderberry longhorn beetle
(VELB) habitat assessment, and raptor nest survey—that were conducted by Robertson-Bryan,
Inc. (RBI) in support of the M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-
Term Protection Project (Project). This report does not include terrestrial resources data from
any other sources, with one exception. During a site visit on U.S. Fish and Wildlife Service
(USFWS) land within the Project area, USFWS Refuge Manager Kelly Moroney requested that
USFWS raptor data be included in the report. Therefore, applicable raptor data obtained from
USFWS has been incorporated into the report, as described in Section 3.4, below.
Provided below are the methods and results of these surveys.
2 Methods
This section provides a description of survey methods for the vegetation community assessment,
GGS habitat assessment, VELB habitat assessment, and raptor nest survey. All location
information was collected using a Trimble 2005 Geo XT Geographic Positioning System (GPS)
unit with submeter accuracy. The Project area is shown in Figure 1 (HDR 2012).
1.1 Vegetation Community Assessment
A vegetation community assessment was conducted by a team of two biologists on foot on June
25–28, 2012. Biologists delineated boundaries between vegetation communities within the
Project area and collected the following data for each vegetation community.
Date and surveyor names
Trimble GPS unit polygon identification code and/or map number
Photo number(s), if applicable
Field-assessed vegetation community type
Dominant overstory species composition
Subdominant or understory species composition
Wildlife species observed on site
Vegetation community boundaries were digitized and overlaid on a map of the Project area.
Based on species composition within each field-assessed vegetation community, applicable
vegetation community designations were assigned to each area using classifications described in
A Manual of California Vegetation, Second Edition (Sawyer, Keeler-Wolf, and Evens 2011). In
addition, an equivalent wildlife habitat community was designated for each vegetation
community, based on A Guide to Wildlife Habitats of California (Mayer and Laudenslayer
1988).
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 2 Terrestrial Surveys
1.2 Giant Garter Snake Habitat Assessment
An assessment of GGS habitat present in the Project area was conducted on foot by two
biologists concurrently with the vegetation community assessments on June 25–28, 2012. The
habitat assessment was based on methods described in Draft Recovery Plan for the Giant Garter
Snake (USFWS 1999a) and Appendix B, Items Necessary for the Service to Complete Formal
Consultation on Projects with Impacts to Giant Garter Snake (USFWS 1997)
GGS habitat is defined by USFWS to include “agricultural wetlands and other waterways, such
as irrigation and drainage canals, ricelands, marshes, sloughs, ponds, small lakes, low gradient
streams, and adjacent uplands. Essential habitat components consist of (1) adequate water
during the snake’s active season (early spring through mid-fall) to provide adequate permanent
water to maintain dense populations of food organisms; (2) emergent, herbaceous wetlands
vegetation, such as cattails (Typha spp.) and bulrushes (Scirpus spp.) for escape and cover during
the active season; (3) upland habitat with grassy banks and opening in waterside vegetation for
basking; and (4) higher elevation upland habitats for cover and refuge from flood waters during
the snake’s inactive winter season. Giant garter snake is absent from larger rivers, and from
wetlands with sand, gravel, or rock substrates. Riparian woodlands do not typically provide
suitable habitat because of excessive shade, lack of basking sites, and the absence of prey
populations” (USFWS 1999a).
Biologists noted the presence of potential aquatic and upland habitats that may represent habitat
for GGS, both within the Project area and on lands immediately adjacent to the Project area. For
each potential habitat present, the following data were collected:
Date and surveyor names
Trimble GPS unit polygon identification code
Photo number(s), if applicable
Site description:
x Vegetation community
x Habitat types present, substrate/soils, etc.
x Topography/elevation
x Surrounding land-use/activity
x Flood regime or site hydrology
Essential GGS habitat components present
1.3 Valley Elderberry Longhorn Beetle Habitat Assessment
An assessment of VELB habitat present in the Project area was conducted on foot by two
biologists on June 25–28, 2012. The assessment was conducted based on the requirements of the
Conservation Guidelines for the Valley Elderberry Longhorn Beetle (USFWS 1999b).
VELB habitat is defined by USFWS to include elderberry plants with one or more stems
measuring 1.0 inch or greater in diameter at ground level, located within California’s Central
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 3 Terrestrial Surveys
Valley and associated foothills from about the 3,000-foot elevation contour on the east and the
watershed of the Central Valley on the west (USFWS 1999b).
Biologists surveyed the Project area for VELB habitat and documented the location of each
elderberry shrub using a Trimble 2005 Geo XT GPS unit with submeter accuracy. In addition,
because USFWS generally requires a 100-foot protective buffer for VELB around a construction
area, (USFWS 1999b), a 100-foot buffer around the Project area was also surveyed.
For each elderberry shrub identified within 100 feet of the Project area, biologists obtained the
following data:
Date and surveyor names
Trimble GPS unit point identification code
Photo number(s), if applicable
Whether shrub is in riparian or upland habitat
Approximate height of shrub
Number of live stems measuring 1 inch or greater in diameter at ground level, tallied by diameter
size class (LQFK LQFKHV !DQGLQches, > 5 inches)1
Presence of exit holes
Data on number of stems, stem size, and exit holes were collected only when base of shrub was
accessible (e.g., not located on an inaccessible slope or obscured by blackberry bramble or
poison oak). The location of each elderberry shrub was then digitized and mapped.
1.4 Raptor Nesting Survey
Two biologists searched for the presence of nesting raptors within 500 feet of the Project area on
June 25–28, 2012. One survey was conducted in the morning (between approximately 6 a.m.
and 10 a.m.) and one survey was conducted in the evening (between approximately 6 p.m. and 9
p.m.) in the Project Area on both the east and west side of the Sacramento River. Biologists
conducted the survey on foot in areas accessible to the public, or in areas where access had been
previously granted by property owners. Other areas were surveyed using binoculars at suitable
vantage points. Survey methods included the following:
Biologists conducted a reconnaissance of appropriate habitat within the Project area, scanning for
the presence of raptors and nests by foot and using binoculars.
Biologists systematically walked through appropriate habitat within the Project area carefully
monitoring for individual raptors and raptor signs, such as scat, whitewash, feathers, and nesting
materials.
Observers noted the presence of individuals or sign, and identified the detection to the most
specific taxonomic level possible.
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 4 Terrestrial Surveys
Biologists obtained the following data:
Date and surveyor names
Raptor species observed (including sex and age, where possible)
Trimble GPS unit point identification code for any nests identified
Photo number(s), if applicable
Description of nest site (species, nest type, habitat, presence of young within nests, etc.)
Each active nest tree was digitized and mapped.
2 Results
This section and associated maps and appendices provide the results of surveys conducted by
RBI biologist during the June 25–28 surveys. This section does not include terrestrial resources
data from any other sources, with one exception. During a site visit on U.S. Fish and Wildlife
Service (USFWS) land within the Project area, USFWS Refuge Manager Kelly Moroney
requested that USFWS raptor data be included in the report. Therefore, applicable data obtained
from USFWS has been incorporated into the report, as described in Section 2.4 below.
2.1 Vegetation Community Assessment
A total of 10 vegetation communities were identified in the Project area. These included one
grassland community, two shrubland vegetation communities, four woodland/forest vegetation
communities, riverine aquatic habitat, disturbed/ruderal vegetation, and agricultural areas. Table
1 provides a list of these vegetation communities and characteristic species, as well as equivalent
wildlife habitats. Refer to Figure 2 for the distribution and extent of each vegetation community
within the Project area, photographs 1 through 6 for representative photos of vegetation
communities in the Project area, and Appendix A for the field data sheets.
2.2 Giant Garter Snake Habitat Assessment
No GGS habitat was documented within the Project area. Based on observations of communities
and land uses immediately adjacent to the Project area, it was determined that a wetland area
outside the Project area, along the western bank of Big Chico Creek near its confluence with the
Sacramento River, contains several essential GGS habitat components. This area was not
accessed directly, but was viewed with binoculars from the opposite bank of Big Chico Creek.
Potential essential habitat components which characterize the area include:
Adequate water during the snake’s active season (i.e., within Big Chico Creek);
Emergent, herbaceous vegetation, including cattails (Typha spp.) and bulrushes (Scirpus spp.);
Upland habitat with grassy banks; and
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 5 Terrestrial Surveys
However, this wetland area is bordered by the Sacramento River, orchards, and riparian
woodlands, which do not represent habitat for GGS. As stated previously, riparian woodlands
are not considered suitable habitat because of excessive shade, lack of basking sites, and the
absence of prey (USFWS 1999a).
See photographs 7 and 8 for representative photos of the wetland area outside the Project area
representing potential GGS habitat. Field data sheets are included as Appendix B.
2.3 Valley Elderberry Longhorn Beetle Habitat Assessment
A total of 372 elderberry shrubs were documented within 100 feet of the Project area, 274 of
which are within the Project area boundaries. Three of the 372 documented shrubs located in
valley oak woodlands along Big Chico Creek, showed signs of VELB occupation (exit holes).
A portion of the Project area on the west side of the Sacramento River is within the Capay Unit
of the Sacramento River National Wildlife Refuge. Since its acquisition in 1999, the USFWS
has gradually restored portions of the Capay unit with native riparian and grassland species. Of
the 372 recorded elderberry shrubs, 300 were located within non-riparian blue elderberry stands
planted and maintained by the USFWS.
Refer to Figure 3 for the locations of elderberry shrubs within the Project area, photographs 9–14
for representative photos, and Appendix C for field data sheets.
2.4 Raptor Nesting Surveys
An active osprey nest was observed approximately 67 feet outside the Project area, on top of a
utility pole along River Road (Figure 3, Photographs 15 and 16). Two adult osprey and two
nestlings were seen on the nest, and the adults were calling and foraging in Sacramento River
throughout the survey period.
Biologists tried to locate an osprey nest that was previously documented in the survey area
(HDR, Inc., 2007). However, this nest is no longer present in the Project area.
Additional raptor species observed foraging or soaring within the Project area included red-tailed
hawk (Buteo jamaicensis), turkey vulture (Cathartes aura), red-shouldered hawk (Buteo
lineatus), and Swainson’s hawk (Buteo swainsoni). However, no nests of these species were
identified within 500 feet of the Project area.
As noted previously, additional raptor data were obtained from USFWS (Moroney, 2012, pers.
comm.). After reviewing this data, it was determined that there are no USFWS-identified nests
within Project area or in the vicinity of the Project area as depicted on Project maps (Figure 3).
USFWS has documented one osprey occurrence (e.g. observation or fly-over in the vicinity of
the Project. This occurrence is shown on Figure 3.
Refer Appendix D for field data sheets.
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 6 Terrestrial Surveys
Refer Appendix D for field data sheets.
3 References
HDR, Inc. 2007. M&T Chico Ranch/Llano Seco Rancho Pumping Plant Temporary
Maintenance Project, Final Action Specific Implementation Plan (ASIP). June 2007.
Mayer, K.E., and Laudenslayer, W.F., 1988. A Guide to Wildlife Habitats of California. State
of Calfiornia, Resources Agency, Department of Fish and Game. Sacramento, California.
166 pp.
Moroney, Kelly (Refuge Manager). 2012. U.S. Fish and Wildlife Service, Sacramento River
National Wildlife Refuge. E-mail communication on July 5, 2012, providing data
(SacRiverNWR Channel Survey April 2012) on raptor nests and observations.
Sawyer, John 0., T. Keeler-Wolf, and J.M. Evens. 2011. A Manual of California Vegetation.
2nd Edition. California Native Plant Society Press. Sacramento, California.
U.S. Fish and Wildlife Service (USFWS). 1999a. Draft Recovery Plan for the Giant Garter
Snake (Thamnophis gigas
———. 1999b.Conservation Guidelines for the Valley Elderberry Longhorn Beetle. U.S. Fish
and Wildlife Service, Sacramento, CA.
). U.S. Fish and Wildlife Service, Portland, Oregon.
———. 1997. Appendix B, Items Necessary for the Service to Complete Formal Consultation
on Projects with Impacts to Giant Garter Snake in Programmatic Formal Consultation for
U.S. Army Corps of Engineers 404 Permitted Projects with Relatively Small Effects on
the Giant Garter Snake within Butte, Colusa, Glenn, Fresno, Merced, Sacramento, San
Joaquin, Solano, Stanislaus, Sutter, and Yolo Counties, California. U.S. Fish and
Wildlife Service, Sacramento, CA.
———. 2012.Sacramento River National Wildlife Refuge- River Channel Surveys.
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we
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(
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m
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t
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Sa
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b
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)
Va
l
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Fo
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t
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Ri
p
a
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a
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–
sa
n
d
b
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l
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(S
a
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x
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a
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Fr
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A
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3
T
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r
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V
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T
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T
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C OM
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T
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.
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m
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CW
H
R
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Re
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Ph
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r
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9
8
8
)
.
Figures
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 1 Terrestrial Surveys
FIGURE 1. P ROJECT AREA.
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 2 Terrestrial Surveys
FIGURE 2. VEGETATION C OMMUNITIES WITHIN THE PROJECT AREA.
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 3 Terrestrial Surveys
FIGURE 3. R ESULTS OF VALLEY E LDERBERRY LONGHORN B EETLE HABITAT ASSESSMENT AND
R APTOR S URVEYS.
Photographs
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 1 Terrestrial Surveys
Photo 1. Purple needle grass grassland (Nassella pulchra Herbaceous Alliance)
Photo 2. Blue elderberry stands (Sambucus nigra Shrubland Community)
Photo 3. California sycamore woodlands (Platanus racemosa Woodland Alliance)
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 2 Terrestrial Surveys
Photo 4. Hind’s walnut and related stands (Juglans hindsii and Hybrids
Special and Semi-natural Woodland Stands)
Photo 5. Valley oak woodland (Quercus lobata Woodland Alliance)
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 3 Terrestrial Surveys
Photo 6. Disturbed/Ruderal area on the west shore of the Sacramento River.
Photo 7. Portion of wetland area, outside the Project area, on Big Chico Creek that includes several essential
habitat elements for giant garter snake.
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 4 Terrestrial Surveys
Photo 8. Portion of wetland area, outside the Project area, on Big Chico Creek that includes several essential
habitat elements for giant garter snake..
Photo 9. Elderberry shrub overgrown with California wild grape (EB 50)
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 5 Terrestrial Surveys
Photo 10. Elderberry shrub overgrown with California wild grape (EB 52)
Photo 11. Elderberry shrub overgrown with California wild grape (EB 53)
Photo 12. Elderberry shrub overgrown with Himalayan blackberry (EB 97)
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 6 Terrestrial Surveys
Photo 13. Rows of elderberry shrubs in the Capay Unit of the Sacramento National Wildlife Refuge.
Photo 14. Rows of elderberry shrubs in the Capay Unit of the Sacramento National Wildlife Refuge.
M&T Chico Ranch/Llano Seco Rancho Fish Screen Facility Short-Term Protection Project Robertson-Bryan, Inc.
HDR Engineering, Inc. 7 Terrestrial Surveys
Photo 15. Active osprey nest near River Road.
Photo 16. Active osprey nest near River Road.
Appendix A
Vegetation Community Assessment Data Sheets
V EG
E
T
A
T
I
O
N
C OM
M
U
N
I
T
Y
A SS
E
S
S
M
E
N
T
M&
T
C
HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
S
h
o
r
t
-
T
e
r
m
P
r
o
t
e
c
t
i
o
n
P
r
o
j
e
c
t
R
o
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
A
-
1
T
e
r
r
e
s
t
r
i
a
l
S
u
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v
e
y
s
Da
t
e
:
6
/
2
6
/
2
0
1
2
S
u
r
v
e
y
o
r
s
:
S
R
/
C
M
C
o
m
m
e
n
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s
:
M
&
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C
h
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,
E
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t
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S
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t
o
R
i
v
e
r
V EG
E
T
A
T
I
O
N
C OM
M
U
N
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T
Y
T RI
M
B
L
E
GP
S
U
NI
T
PO
L
Y
G
O
N
ID
CO
D
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O
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M AP
M AR
K
U
P
P HO
T
O
N UM
B
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(S )
S UB
D
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M
I
N
A
N
T
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U ND
E
R
S
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Y
S PE
C
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I
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A
N
T
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S
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Y
S PE
C
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S
N OT
E
S
W IL
D
L
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S PE
C
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E
S
O BS
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V
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D
1
I N -F
IE
L
D
A SS
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S
S
M
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N
T
S AW
Y
E
R
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EE
L
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R
-
W OL
F
A SS
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S
S
M
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N
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Ru
d
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r
a
l
D
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s
t
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/
R
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c
l
u
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s
r
o
a
d
a
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d
em
b
a
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k
m
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t
s
(
r
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f
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ma
p
)
–
t
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k
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y
m
u
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i
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sk
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t
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w
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no
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-
n
a
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g
r
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l
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t
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d
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y
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pu
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bi
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A
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,
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l
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Ri
p
a
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a
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Sa
n
d
b
a
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w
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l
o
w
th
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k
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s
(
Sa
l
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x
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d
A
l
l
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)
Si
n
g
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/
d
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b
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l
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f
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a
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Sa
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k
(
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f
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)
–
w
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l
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Ca
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f
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n
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a
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n
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bo
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w
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d
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s
c
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c
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c
k
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l
a
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(
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f
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ma
p
)
–
E
n
g
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s
h
w
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N
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A
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F
I
,
A
M
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Ri
p
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Va
l
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k
w
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=
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c
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M&
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Da
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:
6
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2
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2
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1
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:
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:
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Gr
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Ca
l
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d
l
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a
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va
l
l
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k
sy
c
a
m
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%
c
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,
<
1
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;
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m
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a
2
(
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39
2
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&
29
2
8
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(
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4
(
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p
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2
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&
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3
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d
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w
a
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a
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re
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s
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(
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g
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a
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s
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a
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(
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39
3
1
&
39
3
2
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t
e
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s
:
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k
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n
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)
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As
t
e
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f
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%
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B
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b
b
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b
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a
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b
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a
k
BU
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=
B
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l
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c
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s
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CA
T
O
=
C
a
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f
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n
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a
t
o
w
h
e
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CA
Q
U
=
C
a
l
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f
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n
i
a
q
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a
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EU
S
T
=
E
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r
o
p
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a
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s
t
a
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l
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n
g
HO
F
I
=
h
o
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s
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f
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n
c
h
KI
L
L
=
k
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l
l
d
e
e
r
LA
S
P
=
l
a
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k
s
p
a
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r
o
w
LE
G
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=
l
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s
s
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c
h
MO
D
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=
m
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H
A
=
r
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d
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a
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d
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a
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k
SP
T
O
=
s
p
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t
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d
t
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e
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SW
H
A
=
S
w
a
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s
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s
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a
w
k
TR
S
W
=
t
r
e
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s
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V
U
=
t
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k
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t
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=
w
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s
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d
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=
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s
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P
E
=
W
e
s
t
e
r
n
w
o
o
d
-
p
e
e
w
e
e
Appendix B
Giant Garter Snake Habitat Assessment Data Sheets
G IA
N
T
G AR
T
E
R
S NA
K
E
H AB
I
T
A
T
A SS
E
S
S
M
E
N
T
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T
C
HI
C
O
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C
H
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N
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S EC
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R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
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ER
M
P RO
T
E
C
T
I
O
N
P RO
J
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C
T
M
M
&
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C
h
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o
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a
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e
c
o
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a
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c
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F
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h
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c
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n
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a
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ty
S
h
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m
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t
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n
,
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n
c
.
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g
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n
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e
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g
,
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n
c
.
B
-
1
T
e
r
r
e
s
t
r
i
a
l
S
u
r
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e
y
s
Da
t
e
:
6/
2
5
–
6/
2
8
/
2
0
1
2
Su
r
v
e
y
o
r
s
:
SR
/
C
M
Co
m
m
e
n
t
s
:
Ch
i
c
o
M
&
T
R
a
n
c
h
T RI
M
B
L
E
GP
S
U
NI
T
PO
L
Y
G
O
N
ID
CO
D
E
1
P HO
T
O
N UM
B
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R
(S )
S IT
E
D ES
C
R
I
P
T
I
O
N
2
H AB
I
T
A
T
C
H
A
R
A
C
T
E
R
I
S
T
I
C
S
3
No
a
p
p
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o
p
r
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a
t
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h
a
b
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t
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t
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t
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t
a
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e
a
Ou
t
l
e
t
o
f
B
i
g
C
h
i
c
o
Cr
e
e
k
–
o
u
t
s
i
d
e
o
f
Pr
o
j
e
c
t
a
r
e
a
Vi
e
w
e
d
f
r
o
m
P
r
o
j
e
c
t
ar
e
a
w
i
t
h
b
i
n
o
c
u
l
a
r
s
–
Ma
r
s
h
a
r
e
a
a
l
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n
g
o
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t
l
e
t
o
f
B
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g
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h
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C
r
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k
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s
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s
h
o
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k
Su
r
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n
d
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n
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l
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d
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s
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s
a
n
d
v
e
g
e
t
a
t
i
o
n
co
m
m
u
n
i
t
i
e
s
:
S
a
c
r
a
m
e
n
t
o
R
i
v
e
r
,
r
i
p
a
r
i
a
n
wo
o
d
l
a
n
d
,
o
r
c
h
a
r
d
s
.
1.
B
i
g
C
h
i
c
o
C
r
e
e
k
2.
M
a
r
s
h
v
e
g
e
t
a
t
i
o
n
i
n
c
l
u
d
e
s
Ty
p
h
a
an
d
Sc
i
r
p
u
s
sp
p
.
3.
G
r
a
s
s
y
b
a
n
k
s
4.
W
i
l
l
o
w
s
c
r
u
b
1
GP
S
C
o
o
r
d
i
n
a
t
e
S
y
s
t
e
m
:
U
T
M
z
o
n
e
1
0
N
o
r
t
h
;
D
a
t
u
m
:
N
A
D
1
9
8
3
(
C
o
n
u
s
)
.
2
Ma
y
i
n
c
l
u
d
e
v
e
g
e
t
a
t
i
o
n
c
o
m
m
u
n
i
t
y
;
h
a
b
i
t
a
t
t
y
p
e
s
p
r
e
s
e
n
t
;
s
u
b
s
t
r
a
t
e
/
s
o
i
l
s
;
t
o
p
o
g
r
a
p
h
y
;
e
l
e
v
a
t
i
o
n
;
s
u
r
r
o
u
n
d
i
n
g
l
a
n
d
u
s
e
/
a
c
t
i
v
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t
y
;
f
l
o
o
d
r
e
g
i
m
e
/
s
i
t
e
h
y
d
r
o
l
o
g
y
.
3
In
d
i
c
a
t
e
e
s
s
e
n
t
i
a
l
h
a
b
i
t
a
t
c
o
m
p
o
n
e
n
t
s
p
r
e
s
e
n
t
:
1.
Ad
e
q
u
a
t
e
w
a
t
e
r
d
u
r
i
n
g
t
h
e
s
n
a
k
e
’
s
a
c
t
i
v
e
s
e
a
s
o
n
(
e
a
r
l
y
s
p
r
i
n
g
t
h
r
o
u
g
h
m
i
d
-
f
a
l
l
)
t
o
p
r
o
v
i
d
e
a
d
e
q
u
a
t
e
p
e
r
m
a
n
e
n
t
w
a
t
e
r
t
o
m
a
i
n
t
a
i
n
d
e
n
s
e
p
o
p
u
l
a
t
i
o
n
s
o
f
fo
o
d
o
r
g
a
n
i
s
m
s
;
2.
Em
e
r
g
e
n
t
,
h
e
r
b
a
c
e
o
u
s
w
e
t
l
a
n
d
s
v
e
g
e
t
a
t
i
o
n
,
s
u
c
h
a
s
c
a
t
t
a
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l
s
(
T
y
p
h
a
s
p
p
.
)
a
n
d
b
u
l
r
u
s
h
e
s
(
S
c
i
r
p
u
s
s
p
p
.
)
f
o
r
e
s
c
a
p
e
a
n
d
c
o
v
e
r
d
u
r
i
n
g
t
h
e
a
c
t
i
v
e
s
e
a
s
o
n
;
3.
Up
l
a
n
d
h
a
b
i
t
a
t
w
i
t
h
g
r
a
s
s
y
b
a
n
k
s
a
n
d
o
p
e
n
i
n
g
i
n
w
a
t
e
r
s
i
d
e
v
e
g
e
t
a
t
i
o
n
f
o
r
b
a
s
k
i
n
g
;
a
n
d
4.
Hi
g
h
e
r
e
l
e
v
a
t
i
o
n
u
p
l
a
n
d
h
a
b
i
t
a
t
s
f
o
r
c
o
v
e
r
a
n
d
r
e
f
u
g
e
f
r
o
m
f
l
o
o
d
w
a
t
e
r
s
d
u
r
i
n
g
t
h
e
s
n
a
k
e
’
s
i
n
a
c
t
i
v
e
s
e
a
s
o
n
i
n
w
i
n
t
e
r
.
Appendix C
Valley Elderberry Longhorn Beetle Habitat Assessment Data Sheets
VE
L
B
H
a
b
i
t
a
t
A
s
s
e
s
s
m
e
n
t
M&
T
C HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
S
h
o
r
t
-
T
e
r
m
P
r
o
t
e
c
t
i
o
n
P
r
o
j
e
c
t
R
o
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
C
-
1
T
e
r
r
e
s
t
r
i
a
l
S
u
r
v
e
y
s
Da
t
e
:
6
/
2
5
/
2
0
1
2
S
u
r
v
e
y
o
r
s
:
S
R
/
C
M
C
o
m
m
e
n
t
s
:
M
&
T
C
h
i
c
o
R
a
n
c
h
T RI
M
B
L
E
GP
S
U NI
T
I
D
C
O
D
E
P HO
T
O
NU
M
B
E
R
(S )
R IP
A
R
I
A
N
?
(Y /N )
A PP
R
O
X
I
M
A
T
E
HE
I
G
H
T
O
F
SH
R
U
B
(FT
)
T OT
A
L
L
I
V
E
ST
E
M
S
1
IN
C
H
DI
A
M
E
T
E
R
T AL
L
Y
O
F
S
T
E
M
S
I
Z
E
S
P RE
S
E
N
C
E
O
F
EX
I
T
H
O
L
E
S
(Y /N )
C OM
M
E
N
T
S
S TE
M
D IA
M
E
T
E
R
(IN
C
H
E
S
)
N UM
B
E
R
O
F
S TE
M
S
EB
1
–
Y
1
2
N
/
A
N/
A
N/
A
x
Di
f
f
i
c
u
l
t
t
o
d
i
f
f
e
r
e
n
t
i
a
t
e
i
n
t
o
in
d
i
v
i
d
u
a
l
s
h
r
u
b
s
x
Th
i
c
k
l
a
y
e
r
o
f
g
r
a
p
e
a
n
d
bl
a
c
k
b
e
r
r
y
b
r
a
m
b
l
e
p
r
e
v
e
n
t
s
ac
c
e
s
s
t
o
b
a
s
e
o
f
s
h
r
u
b
s
.
>
3
&
<
5
N
/
A
N/
A
EB
2
–
Y
1
2
N
/
A
N/
A
N/
A
>
3
&
<
5
N
/
A
N/
A
EB
3
–
Y
1
1
N
/
A
N/
A
N/
A
>
3
&
<
5
N
/
A
N/
A
EB
4
–
Y
7
1
1
N
>
3
&
<
5
0
0
EB
5
–
Y
1
3
1
0
N
>
3
&
<
5
1
0
EB
6
–
Y
1
5
6
5
N
x
Di
f
f
i
c
u
l
t
t
o
d
i
f
f
e
r
e
n
t
i
a
t
e
i
n
t
o
in
d
i
v
i
d
u
a
l
s
h
r
u
b
s
x
Th
i
c
k
l
a
y
e
r
o
f
g
r
a
p
e
a
n
d
bl
a
c
k
b
e
r
r
y
b
r
a
m
b
l
e
p
r
e
v
e
n
t
s
ac
c
e
s
s
t
o
b
a
s
e
o
f
s
h
r
u
b
s
.
>
3
&
<
5
1
0
EB
7
–
Y
6
3
3
N
>
3
&
<
5
0
0
EB
8
–
Y
7
5
5
N
>
3
&
<
5
0
0
VE
L
B
H
a
b
i
t
a
t
A
s
s
e
s
s
m
e
n
t
M&
T
C HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
S
h
o
r
t
-
T
e
r
m
P
r
o
t
e
c
t
i
o
n
P
r
o
j
e
c
t
R
o
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
C
-
2
T
e
r
r
e
s
t
r
i
a
l
S
u
r
v
e
y
s
Da
t
e
:
6
/
2
5
/
2
0
1
2
S
u
r
v
e
y
o
r
s
:
S
R
/
C
M
C
o
m
m
e
n
t
s
:
M
&
T
C
h
i
c
o
R
a
n
c
h
T RI
M
B
L
E
GP
S
U NI
T
I
D
C
O
D
E
P HO
T
O
NU
M
B
E
R
(S )
R IP
A
R
I
A
N
?
(Y /N )
A PP
R
O
X
I
M
A
T
E
HE
I
G
H
T
O
F
SH
R
U
B
(FT
)
T OT
A
L
L
I
V
E
ST
E
M
S
1
IN
C
H
DI
A
M
E
T
E
R
T AL
L
Y
O
F
S
T
E
M
S
I
Z
E
S
P RE
S
E
N
C
E
O
F
EX
I
T
H
O
L
E
S
(Y /N )
C OM
M
E
N
T
S
S TE
M
D IA
M
E
T
E
R
(IN
C
H
E
S
)
N UM
B
E
R
O
F
S TE
M
S
EB
9
–
Y
5
1
1
N
>
3
&
<
5
0
0
EB
1
0
–
Y
1
5
4
N/
A
N/
A
x
Sh
r
u
b
i
s
1
0
’
N
E
o
f
G
P
S
p
o
i
n
t
x
Th
i
c
k
l
a
y
e
r
o
f
g
r
a
p
e
a
n
d
bl
a
c
k
b
e
r
r
y
b
r
a
m
b
l
e
p
r
e
v
e
n
t
s
ac
c
e
s
s
t
o
b
a
s
e
o
f
s
h
r
u
b
.
>
3
&
<
5
N
/
A
N/
A
EB
1
1
–
Y
8
2
1
N
>
3
&
<
5
1
0
EB
1
2
–
Y
1
6
1
0
N
S
h
r
u
b
i
s
d
y
i
n
g
>
3
&
<
5
1
0
EB
1
3
–
Y
6
1
0
N
S
h
r
u
b
i
s
d
y
i
n
g
>
3
&
<
5
0
1
EB
1
4
–
Y
1
6
1
0
N
>
3
&
<
5
0
1
EB
1
5
–
Y
2
0
2
0
N
>
3
&
<
5
2
0
EB
1
6
–
Y
1
8
2
0
N
>
3
&
<
5
2
0
VE
L
B
H
a
b
i
t
a
t
A
s
s
e
s
s
m
e
n
t
M&
T
C HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
S
h
o
r
t
-
T
e
r
m
P
r
o
t
e
c
t
i
o
n
P
r
o
j
e
c
t
R
o
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
C
-
3
T
e
r
r
e
s
t
r
i
a
l
S
u
r
v
e
y
s
Da
t
e
:
6
/
2
5
/
2
0
1
2
S
u
r
v
e
y
o
r
s
:
S
R
/
C
M
C
o
m
m
e
n
t
s
:
M
&
T
C
h
i
c
o
R
a
n
c
h
T RI
M
B
L
E
GP
S
U NI
T
I
D
C
O
D
E
P HO
T
O
NU
M
B
E
R
(S )
R IP
A
R
I
A
N
?
(Y /N )
A PP
R
O
X
I
M
A
T
E
HE
I
G
H
T
O
F
SH
R
U
B
(FT
)
T OT
A
L
L
I
V
E
ST
E
M
S
1
IN
C
H
DI
A
M
E
T
E
R
T AL
L
Y
O
F
S
T
E
M
S
I
Z
E
S
P RE
S
E
N
C
E
O
F
EX
I
T
H
O
L
E
S
(Y /N )
C OM
M
E
N
T
S
S TE
M
D IA
M
E
T
E
R
(IN
C
H
E
S
)
N UM
B
E
R
O
F
S TE
M
S
EB
1
7
–
Y
1
8
3
1
N
>
3
&
<
5
2
0
EB
1
8
–
Y
1
9
4
2
N
>
3
&
<
5
2
0
EB
1
9
–
Y
1
8
3
0
N
>
3
&
<
5
3
0
EB
2
0
–
Y
1
5
3
0
N
>
3
&
<
5
3
0
EB
2
1
–
Y
1
4
4
3
N
>
3
&
<
5
1
0
EB
2
2
–
Y
1
0
2
1
N
>3
&
<
5
1
0
EB
2
3
–
Y
8
1
0
N
>
3
&
<
5
1
0
EB
2
4
–
Y
2
0
3
1
Y
>
3
&
<
5
2
0
VE
L
B
H
a
b
i
t
a
t
A
s
s
e
s
s
m
e
n
t
M&
T
C HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
S
h
o
r
t
-
T
e
r
m
P
r
o
t
e
c
t
i
o
n
P
r
o
j
e
c
t
R
o
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
C
-
4
T
e
r
r
e
s
t
r
i
a
l
S
u
r
v
e
y
s
Da
t
e
:
6
/
2
5
/
2
0
1
2
S
u
r
v
e
y
o
r
s
:
S
R
/
C
M
C
o
m
m
e
n
t
s
:
M
&
T
C
h
i
c
o
R
a
n
c
h
T RI
M
B
L
E
GP
S
U NI
T
I
D
C
O
D
E
P HO
T
O
NU
M
B
E
R
(S )
R IP
A
R
I
A
N
?
(Y /N )
A PP
R
O
X
I
M
A
T
E
HE
I
G
H
T
O
F
SH
R
U
B
(FT
)
T OT
A
L
L
I
V
E
ST
E
M
S
1
IN
C
H
DI
A
M
E
T
E
R
T AL
L
Y
O
F
S
T
E
M
S
I
Z
E
S
P RE
S
E
N
C
E
O
F
EX
I
T
H
O
L
E
S
(Y /N )
C OM
M
E
N
T
S
S TE
M
D IA
M
E
T
E
R
(IN
C
H
E
S
)
N UM
B
E
R
O
F
S TE
M
S
EB
2
5
–
Y
2
2
5
2
N
Sh
r
u
b
i
s
m
a
t
u
r
e
w
/
l
a
r
g
e
s
t
e
m
s
(s
o
m
e
1
5
”
d
i
a
)
;
s
o
m
e
d
i
e
-
o
f
f
.
>
3
&
<
5
2
1
EB
2
6
–
Y
1
8
1
0
N
Sh
r
u
b
i
s
m
a
t
u
r
e
w
/
l
a
r
g
e
s
t
e
m
s
(s
o
m
e
1
5
”
d
i
a
)
;
s
o
m
e
d
i
e
-
o
f
f
.
>
3
&
<
5
0
1
EB
2
7
–
Y
1
2
1
0
N
Sh
r
u
b
i
s
m
a
t
u
r
e
w
/
l
a
r
g
e
s
t
e
m
s
(s
o
m
e
1
5
”
d
i
a
)
;
s
o
m
e
d
i
e
-
o
f
f
.
>
3
&
<
5
0
51
EB
2
8
–
Y
1
5
1
0
N
Sh
r
u
b
i
s
m
a
t
u
r
e
w
/
l
a
r
g
e
s
t
e
m
s
(s
o
m
e
1
5
”
d
i
a
)
;
s
o
m
e
d
i
e
-
o
f
f
.
>
3
&
<
5
0
1
EB
2
9
–
Y
2
2
4
2
N
Sh
r
u
b
i
s
m
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5
4
3
N
>
3
&
<
5
0
1
EB
4
0
5
–
N
1
3
1
0
N
>
3
&
<
5
0
1
EB
4
0
6
–
N
1
2
1
0
N
>
3
&
<
5
0
1
EB
4
0
7
–
N
1
5
1
0
N
>
3
&
<
5
0
1
EB
4
0
8
–
N
1
4
2
1
N
>
3
&
<
5
0
1
EB
4
0
9
–
N
6
3
2
N
>
3
&
<
5
1
0
EB
4
1
0
–
N
1
2
1
0
N
>
3
&
<
5
0
1
EB
4
1
1
–
N
1
5
1
0
N
>
3
&
<
5
0
1
VE
L
B
H
a
b
i
t
a
t
A
s
s
e
s
s
m
e
n
t
M&
T
C HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
S
h
o
r
t
-
T
e
r
m
P
r
o
t
e
c
t
i
o
n
P
r
o
j
e
c
t
R
o
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
C
-
5
5
T
e
r
r
e
s
t
r
i
a
l
S
u
r
v
e
y
s
Da
t
e
:
6
/
2
9
/
2
0
1
2
S
u
r
v
e
y
o
r
s
:
S
R
/
C
M
C
o
m
m
e
n
t
s
:
U
S
F
W
S
C
a
p
a
y
U
n
i
t
T RI
M
B
L
E
GP
S
U NI
T
I
D
C
O
D
E
P HO
T
O
NU
M
B
E
R
(S )
R IP
A
R
I
A
N
?
(Y /N )
A PP
R
O
X
I
M
A
T
E
HE
I
G
H
T
O
F
SH
R
U
B
(FT
)
T OT
A
L
L
I
V
E
ST
E
M
S
1
IN
C
H
DIA
M
E
T
E
R
T AL
L
Y
O
F
S
T
E
M
S
I
Z
E
S
P RE
S
E
N
C
E
OF
E
X
I
T
HO
L
E
S
(Y /N )
C OM
M
E
N
T
S
S TE
M
D IA
M
E
T
E
R
(IN
C
H
E
S
)
N UM
B
E
R
O
F
S TE
M
S
EB
4
1
2
–
N
1
5
1
1
&
0
N
>
3
&
<
5
0
1
EB
4
1
3
–
N
1
5
2
1
N
>
3
&
<
5
0
1
EB
4
1
4
–
N
1
5
8
7
N
>
3
&
<
5
0
1
EB
4
1
5
–
N
1
5
3
2
N
>
3
&
<
5
0
1
EB
4
1
6
–
N
1
4
3
1
&
0
N
>
3
&
<
5
2
1
EB
4
1
7
–
N
1
6
1
0
N
>
3
&
<
5
0
1
EB
4
1
8
–
N
1
5
1
0
N
>
3
&
<
5
0
1
EB
4
1
9
–
N
1
5
1
0
N
>
3
&
<
5
0
1
VE
L
B
H
a
b
i
t
a
t
A
s
s
e
s
s
m
e
n
t
M&
T
C HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
S
h
o
r
t
-
T
e
r
m
P
r
o
t
e
c
t
i
o
n
P
r
o
j
e
c
t
R
o
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
C
-
5
6
T
e
r
r
e
s
t
r
i
a
l
S
u
r
v
e
y
s
Da
t
e
:
6
/
2
9
/
2
0
1
2
S
u
r
v
e
y
o
r
s
:
S
R
/
C
M
C
o
m
m
e
n
t
s
:
U
S
F
W
S
C
a
p
a
y
U
n
i
t
T RI
M
B
L
E
GP
S
U NI
T
I
D
C
O
D
E
P HO
T
O
NU
M
B
E
R
(S )
R IP
A
R
I
A
N
?
(Y /N )
A PP
R
O
X
I
M
A
T
E
HE
I
G
H
T
O
F
SH
R
U
B
(FT
)
T OT
A
L
L
I
V
E
ST
E
M
S
1
IN
C
H
DIA
M
E
T
E
R
T AL
L
Y
O
F
S
T
E
M
S
I
Z
E
S
P RE
S
E
N
C
E
OF
E
X
I
T
HO
L
E
S
(Y /N )
C OM
M
E
N
T
S
S TE
M
D IA
M
E
T
E
R
(IN
C
H
E
S
)
N UM
B
E
R
O
F
S TE
M
S
EB
4
2
0
–
N
1
5
6
1
&
3
N
>
3
&
<
5
1
2
EB
4
2
1
–
N
1
5
2
0
N
>
3
&
<
5
1
1
EB
4
2
2
–
N
1
5
1
0
N
>
3
&
<
5
0
1
EB
4
2
3
–
N
1
4
4
0
N
>
3
&
<
5
4
0
EB
4
2
4
–
N
1
4
6
1
&
3
N
>
3
&
<
5
1
2
EB
4
2
5
–
N
1
6
1
0
N
>
3
&
<
5
0
1
EB
4
2
6
–
N
1
8
1
0
N
>
3
&
<
5
0
1
EB
4
2
7
–
N
1
8
2
0
N
>
3
&
<
5
0
2
VE
L
B
H
a
b
i
t
a
t
A
s
s
e
s
s
m
e
n
t
M&
T
C HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
S
h
o
r
t
-
T
e
r
m
P
r
o
t
e
c
t
i
o
n
P
r
o
j
e
c
t
R
o
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
C
-
5
7
T
e
r
r
e
s
t
r
i
a
l
S
u
r
v
e
y
s
Da
t
e
:
6
/
2
9
/
2
0
1
2
S
u
r
v
e
y
o
r
s
:
S
R
/
C
M
C
o
m
m
e
n
t
s
:
U
S
F
W
S
C
a
p
a
y
U
n
i
t
T RI
M
B
L
E
GP
S
U NI
T
I
D
C
O
D
E
P HO
T
O
NU
M
B
E
R
(S )
R IP
A
R
I
A
N
?
(Y /N )
A PP
R
O
X
I
M
A
T
E
HE
I
G
H
T
O
F
SH
R
U
B
(FT
)
T OT
A
L
L
I
V
E
ST
E
M
S
1
IN
C
H
DIA
M
E
T
E
R
T AL
L
Y
O
F
S
T
E
M
S
I
Z
E
S
P RE
S
E
N
C
E
OF
E
X
I
T
HO
L
E
S
(Y /N )
C OM
M
E
N
T
S
S TE
M
D IA
M
E
T
E
R
(IN
C
H
E
S
)
N UM
B
E
R
O
F
S TE
M
S
EB
4
2
8
–
N
2
0
1
1
&
0
N
>
3
&
<
5
0
1
EB
4
2
9
–
N
1
6
6
1
N
>
3
&
<
5
5
EB
4
3
0
–
N
1
8
1
0
N
>
3
&
<
5
0
1
EB
4
3
1
–
N
1
8
2
0
N
>
3
&
<
5
0
2
EB
4
3
2
–
N
1
2
4
1
&
3
N
>
3
&
<
5
0
1
EB
4
3
3
–
N
1
6
1
0
N
>
3
&
<
5
0
1
EB
4
3
4
–
N
1
5
3
2
N
>
3
&
<
5
0
1
EB
4
3
5
–
N
1
5
2
1
N
>
3
&
<
5
0
1
VE
L
B
H
a
b
i
t
a
t
A
s
s
e
s
s
m
e
n
t
M&
T
C HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
S
h
o
r
t
-
T
e
r
m
P
r
o
t
e
c
t
i
o
n
P
r
o
j
e
c
t
R
o
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
C
-
5
8
T
e
r
r
e
s
t
r
i
a
l
S
u
r
v
e
y
s
Da
t
e
:
6
/
2
9
/
2
0
1
2
S
u
r
v
e
y
o
r
s
:
S
R
/
C
M
C
o
m
m
e
n
t
s
:
U
S
F
W
S
C
a
p
a
y
U
n
i
t
T RI
M
B
L
E
GP
S
U NI
T
I
D
C
O
D
E
P HO
T
O
NU
M
B
E
R
(S )
R IP
A
R
I
A
N
?
(Y /N )
A PP
R
O
X
I
M
A
T
E
HE
I
G
H
T
O
F
SH
R
U
B
(FT
)
T OT
A
L
L
I
V
E
ST
E
M
S
1
IN
C
H
DIA
M
E
T
E
R
T AL
L
Y
O
F
S
T
E
M
S
I
Z
E
S
P RE
S
E
N
C
E
OF
E
X
I
T
HO
L
E
S
(Y /N )
C OM
M
E
N
T
S
S TE
M
D IA
M
E
T
E
R
(IN
C
H
E
S
)
N UM
B
E
R
O
F
S TE
M
S
EB
4
3
6
–
N
1
8
1
1
&
0
N
>
3
&
<
5
0
1
EB
4
3
7
–
N
1
7
1
0
N
>
3
&
<
5
0
1
EB
4
3
8
–
N
1
5
6
3
N
>
3
&
<
5
2
1
EB
4
3
9
–
N
1
8
1
0
N
>
3
&
<
5
0
1
EB
4
4
0
–
N
1
6
2
1
&
1
N
>
3
&
<
5
0
1
1 Wh
e
n
m
a
p
p
e
d
,
t
h
e
s
e
s
h
r
u
b
s
w
e
r
e
f
o
u
n
d
t
o
b
e
m
o
r
e
t
h
a
n
1
0
0
f
e
e
t
o
u
t
s
i
d
e
t
h
e
s
u
r
v
e
y
a
r
e
a
,
a
n
d
t
h
e
r
e
f
o
r
e
a
r
e
n
o
t
d
i
s
c
u
s
s
e
d
f
u
r
t
h
e
r
in
t
h
e
s
u
r
v
e
y
re
p
o
r
t
.
Appendix D
Raptor Nesting Surveys Data Sheets
Ra
p
t
o
r
N
e
s
t
i
n
g
S
u
r
v
e
y
M&
T
C HI
C
O
R AN
C
H
/L
LA
N
O
S EC
O
R AN
C
H
O
F IS
H
S CR
E
E
N
F AC
I
L
I
T
Y
S HO
R
T
-T
ER
M
P RO
T
E
C
T
I
O
N
P RO
J
E
C
T
M&
T
C
h
i
c
o
R
a
n
c
h
/
L
l
a
n
o
S
e
c
o
R
a
n
c
h
o
F
i
s
h
S
c
r
e
e
n
F
a
c
i
l
i
t
y
Ro
b
e
r
t
s
o
n
-
B
r
y
a
n
,
I
n
c
.
HD
R
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
D
-
1
T
e
r
r
e
s
t
r
i
a
l
S
u
r
v
e
y
s
Da
t
e
:
6/
2
5
–
6
/
2
8
/
2
0
1
2
Su
r
v
e
y
o
r
s
:
SR
/
C
M
Co
m
m
e
n
t
s
:
Se
e
b
e
l
o
w
L OC
A
T
I
O
N
O
F
O BS
E
R
V
A
T
I
O
N
R AP
T
O
R
S PE
C
I
E
S
O BS
E
R
V
E
D
T YP
E
O
F
O BS
E
R
V
A
T
I
O
N
(N
ES
T
,
FL
Y
-
OV
E
R
,
PE
R
C
H
)
T RI
M
B
L
E
ID
CO
D
E
P HO
T
O
N UM
B
E
R
(S )
D ES
C
R
I
P
T
I
O
N
OF
N
E
S
T
C OM
M
E
N
T
S
M&
T
C
h
i
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p
r
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A
c
t
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s
t
O
s
p
r
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y
N
e
s
t
Ac
t
i
v
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–
La
r
g
e
n
e
s
t
on
t
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p
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f
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p
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Ri
v
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r
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Yo
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v
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M&
T
C
h
i
c
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n
c
h
(
e
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r
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l
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s
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v
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a
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f
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n
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on
o
p
p
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s
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t
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s
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d
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of
r
i
v
e
r
––
Se
a
r
c
h
e
d
f
o
r
n
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s
t
s
h
o
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n
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n
20
0
7
H
D
R
r
e
p
o
r
t
.
N
o
t
ob
s
e
r
v
e
d
/
n
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M&
T
C
h
i
c
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R
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n
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h
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e
a
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s
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a
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l
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d
h
a
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k
(R
T
H
A
)
Fl
y
o
v
e
r
––
–
SR
N
W
R
(
w
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s
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Sa
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r
k
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y
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––
–
Mu
l
t
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c
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t
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.
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N
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Sa
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s
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ha
w
k
Pe
r
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h
––
–
Vo
c
a
l
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ac
r
o
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s
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i
g
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i
c
o
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r
e
e
k
,
do
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s
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o
t
a
p
p
e
a
r
t
o
b
e
ne
s
t
i
n
g
.
SR
N
W
R
(
w
e
s
t
s
i
d
e
o
f
Sa
c
r
a
m
e
n
t
o
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i
v
e
r
)
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a
i
n
s
o
n
’
s
ha
w
k
(
S
W
H
A
)
Fl
y
o
v
e
r
––
–
2
S
W
H
A
h
a
r
a
s
s
i
n
g
a
R
T
H
A
.
No
n
e
s
t
t
r
e
e
f
o
u
n
d
.
SR
N
W
R
(
w
e
s
t
s
i
d
e
o
f
Sa
c
r
a
m
e
n
t
o
R
i
v
e
r
)
Re
d
t
a
i
l
e
d
h
a
w
k
F
l
y
o
v
e
r
/
fo
r
a
g
i
n
g
––
–
Se
v
e
r
a
l
R
T
H
A
f
o
r
a
g
i
n
g
i
n
ar
e
a
;
n
o
i
n
d
i
c
a
t
i
o
n
o
f
ne
s
t
i
n
g
.
SR
N
W
R
(
w
e
s
t
s
i
d
e
o
f
Sa
c
r
a
m
e
n
t
o
R
i
v
e
r
)
Tu
r
k
e
y
v
u
l
t
u
r
e
F
l
y
o
v
e
r
/
fo
r
a
g
i
n
g
––
–
Do
z
e
n
s
;
s
e
e
n
f
e
e
d
i
n
g
o
n
ca
r
c
a
s
s
.
Attachment C
Mine Plan Engineering Sheet