| cfs | cubic feet per second |
| DO | dissolved oxygen |
| EC | electrical conductivity |
| mg/l | milligram(s) per liter |
| ppt | parts per thousand |
| ppm | parts per million |
| ppb | parts per billion |
| TOC | total organic carbon |
| TSS | total suspended solids |
| BMP | Best Management Practices |
| CDFG | California Department of Fish and Game |
| CCID | Central California Irrigation District |
| CVPIA | Central Valley Improvement Act |
| CVRWQCB | California Water Quality Control Board, Central Valley Region |
| DWR | California Department of Water Resources |
| EA | Environmental Assessment |
| FONSI | Finding of No Significant Impact |
| GBD | Grassland Basin Drainers |
| GBP | Grassland Bypass Project |
| GWD | Grassland Water District |
| GWTF | Grassland Water Task Force |
| LBNL | Lawrence Berkeley National Laboratory |
| OC | Oversight Committee |
| QAPP | Quality Assurance Project Plan |
| SFEI | San Francisco Estuary Institute |
| SJRMP | San Joaquin River Management Program |
| SLD | San Luis Drain |
| SLD-MWA | San Luis & Delta-Mendota Water Authority |
| SWRCB | State Water Resources Control Board |
| TAC | Technical Advisory Committee |
| UA | Use Agreement |
| USBR | U.S. Bureau of Reclamation |
| USEPA | U.S. Environmental Protection Agency |
| USFWS | U.S. Fish and Wildlife Service |
| USGS | U.S. Geological Survey |
TABLE OF CONTENTS
The U.S. Bureau of Reclamation (USBR) signed a Finding of No Significant Impact (FONSI) No. 96-01-MP on November 3, 1995 for use of a 28-mile segment of the San Luis Drain (SLD). This segment, known as the Grassland Bypass, will convey agricultural drainage waters from the Grasslands Subarea to the San Joaquin River via a 6 mile segment of Mud Slough (north). An Environmental Assessment (EA) dated April 1991 was prepared in support of the FONSI. A Supplemental EA dated November 1995 updates the 1991 EA, including a discussion of several changes to the previously proposed project as described in the 1991 EA. These changes include a modification of the point of entry to the SLD and an increase in the length of the SLD to be utilized by the project from 19 to 28 miles. An overall map of the area is presented in Figure 1.1.
A Use Agreement (UA) No. 6-07-20-w1319 was signed on November 3, 1995 between USBR and the San Luis & Delta-Mendota Water Authority (SLD-MWA). The UA allows for the use of 28 miles of the SLD for a two year duration. The UA allows for renewal of this interim use for no more than 3 years, if certain conditions are met.
Specifically, renewal is allowed only if the California Regional Water Quality Control Board, Central Valley Region (CVRWQCB) adopts and implements an approvable Basin Plan Amendment/Implementation Plan and has issued a Waste Discharge Requirement, which must be consistent with the recommendations contained in a letter dated November 3, 1995, signed by USBR, U.S. Fish and Wildlife Service (USFWS), U.S. Environmental Protection Agency (USEPA) and the SLD-MWA. Further, renewal is only allowed if the SLD-MWA agrees to specific load limitations contained in the November 3, 1995 consensus letter, and has developed a long term drainage management strategy and plan of implementation consistent with the Basin Plan Amendment. Finally, renewal will be based on an assessment of whether use of the SLD has been consistent with the requirements of the Basin Plan Amendment and the draining parties' approved long-term drainage management plan.
The UA establishes the parameters within which the use of the SLD is allowed. For example, the UA incorporates by reference the load reduction targets included in the November 3, 1995 consensus letter (Table 1.1). The UA establishes a SLD Incentive Fee system by which monetary incentives will be applied to encourage compliance with these load limitations. Exceedence of the annual load targets in excess of 20% will result in closure of the SLD if no acceptable explanation is provided. The UA also incorporates by reference the environmental commitments contained in the FONSI and includes a provision for termination upon a determination that unacceptable adverse environmental effects occur due to the use of the SLD.
These various changes and refinements of the GBP have made necessary
certain revisions to an existing monitoring plan, which was finalized after
public review in June, 1993. This revised plan incorporates the various
changes, including updates of the monitoring stations and sampling and
analytical techniques.
1.1 Description of the Project Area
The project is located in the Grasslands Subarea as defined by the San Joaquin Valley Drainage Program (SJVDP, 1990). The area is a valley floor sub-basin of the San Joaquin River Basin. The Grasslands Subarea is an area of approximately 370,000 acres and is generally bounded on the north by the alluvial fan of Orestimba Creek and by the Westlands Subarea to the south. The San Joaquin River forms the eastern boundary and Interstate Highway 5 forms the approximate western boundary. The San Joaquin River forms a wide flood plain in the region. Approximately 90,000 agricultural acres within the Grasslands Subarea have historically discharged subsurface drainage water through the Grassland Water District channels and ultimately to the San Joaquin River. It is these discharges which are the focus of the Grassland Bypass Project and this Monitoring Plan.
The Grasslands Subarea is comprised primarily of agricultural lands
and federal, state and private wetlands. The area is a highly managed hydrologic
system due to the diversion of perennial flows out of the basin. Thus,
agricultural irrigation water must be supplied via supply canals, as must
the wetland irrigation water required to manage the wetlands. Similarly,
drainage water must be managed in the absence of perennial receiving water
flows and the accompanying assimilative, or dilution, capacity.
1.2 Background on Selenium
The Grasslands soils are derived largely from the erosion of the marine rocks that form the California Coast Ranges. They contain abundant salt and other trace elements such as arsenic, boron, selenium and molybdenum. Depth to water can be quite shallow, often inundating the root zone of agricultural fields.
The SLD is located in the west side of the San Joaquin Valley. Authorized by Congress in 1960, an 188-mile concrete drain was to connect the San Francisco Bay Delta to the west side of the valley for the purpose of conveying agricultural drainage water for disposal outside of the basin. The drainage water was to come primarily from tile drains which were installed in fields to remove elevated salts and shallow groundwater from production areas.
Approximately 85 miles of the SLD was completed when construction was
halted in 1975. Drain water was conveyed from Westlands Water District
south of the Grasslands Subarea through the completed section of the SLD
to its terminus at Kesterson Reservoir between 1978 and 1986. Tile drain
discharges from the alluvial fan lands on the west side were discovered
to contain elevated levels of selenium and boron in addition to having
high salinity. Selenium is a highly bioaccumulative trace element which,
under certain conditions, can be mobilized through the food chain and cause
both acute and chronic toxicity to fish and wildlife. Conditions at Kesterson
were such that selenium in the Drain water bioaccumulated causing, most
notably, deaths, and deformity in birds. With the closure of the SLD, the
Westlands Water District does not export drainage water outside district
boundaries.
1.3 Water Distribution: Agricultural Drainage and Wetlands
Historically, no other drainage districts in the area have used the SLD for the conveyance of drainage water. The Grassland Basin Drainers (GBD) discharge drainage water through a more circuitous route, utilizing the wetland water supply channels, Salt Slough and Mud Slough, for disposal of the drainage water to the San Joaquin River upstream of its confluence with the Merced River. Agricultural return flows, including GBP drainage water, dominates the flow in the San Joaquin upstream of the Merced for most months of the year.
Since 1985, when wetlands ceased to use water with selenium concentrations
greater than 2ppb, wetland managers have used a complicated "flip-flop"
system to alternately transport agricultural drainage and wetland supply
water through the Grasslands conveyance system. This system requires a
high level of coordinated water management and requires that channels be
flushed of selenium contaminated drainage water before being returned to
conveying wetland supply water. This results in inefficient water use,
and the potential for contaminating wetland water supplies with drainage
water during this "flip-flop" operation. In addition, scheduling restrictions
inherent in this system restrict, and sometimes prevent, wetland managers
from utilizing otherwise available water supplies to optimize habitat and
wildlife benefit. The passage of the Central Valley Project Improvement
Act (CVPIA) has recently required that an increased volume of fresh water
be allocated to wetlands. These increased allocations have made the development
of a program which allows for the more efficient supply of freshwater to
the managed wetlands all the more crucial.
1.4 Grassland Bypass Project (GBP)
Agricultural subsurface (tile) drainage water from irrigated lands currently enters the Grassland Water District (GWD) from the south, where it is mixed with variable quantities of surface return flows (tailwater) from the Central California Irrigation District (CCID) and the other riparian diverters. The commingled water flows northward through the GWD in ditches and canals leading to Mud and Salt Sloughs and eventually to the San Joaquin River. The proposed GBP would intercept this drainage water at a point between Dos Palos and Russell Avenue, south of the GWD, and convey it through the existing SLD for discharge into Mud Slough (north). This system would allow agricultural drainage flows to bypass the GWD altogether.
The GBP is expected to remove contaminated agricultural drainage from approximately 90 miles of wetland water supply channels, but will introduce all of the drainage waters into 6 miles of Mud Slough (north).
Approval of the GBP was granted with the understanding that certain benefits and risks are associated with the Project. The anticipated benefits are as follows:
1.4.1 Grassland Bypass Project Goals
In addition to the overall project purpose of removing subsurface agricultural drainage water from wetland channels, participating entities and agencies have supported the project in the expectation that it will lead to accomplishment of broader drainage management goals. The following project goals have been articulated by the team in the process of developing this monitoring plan:
1.4.2 Project Findings and Commitments
Table 1.2 summarizes the GBP findings and commitments which were developed as part of the UA, EA, Supplemental EA, and FONSI. The table is divided into the following categories: physical, water quality, biological/ecosystem, sediment, human health/environmental justice, historical/Indian trust, drainage management, and construction.
Physical findings or commitments include monitoring flow and impacts of any increased incidence of flooding. Water quality findings or commitments include achieving selenium load targets and not adversely impacting the ability to achieve objectives standards in the San Joaquin River. Biological/ecosystem commitments include the prevention of significant adverse environmental impacts, relative to the no project condition, and the improvement of wetland management. Sediment findings or commitments include preventing mobilization and discharge of drain sediment discharge from the SLD and the removal of sediments before reaching the hazardous waste criterion level. Human health/environmental justice findings or commitments include the prevention of significant adverse effects to public health and the enforcement of fishing/gathering prohibitions. Historical/Indian trust findings or commitments include the prevention of impacts to historic or Indian trust resources. Drainage management findings or commitments include the cooperation with downstream water users and the identification of the most effective and cost efficient water quality control measures. Construction-related findings or commitments include the prevention of impacts to plants and animals during construction activities.
Specific findings or commitments are made in each of these categories.
The GBP Monitoring Plan is designed to collect data that will allow evaluation
of many of the findings or commitments. Other of these commitments set
rules or boundaries under which the project is to operate and these will
be evaluated by the GBP Oversight Committee (OC) using monitoring data
as well as other relevant information.
1.5 Monitoring Plan Organization
The Monitoring Plan is divided into six sections. Section 1.0 (Introduction)
describes the framework of the GBP and summarizes the Project. Section
2.0 (Previous Studies and Other Monitoring Programs) summarizes the past
and present data monitoring effort undertaken in the Grassland Subarea.
The reader will note that this monitoring plan is designed to utilize on-going
monitoring, so as to reduce duplication of effort. Section 3.0 (Monitoring
Plan Approach) discusses the objectives of the overall Project and the
monitoring plan in particular. It describes the approach which is taken
in the plan to accomplish the monitoring plan objectives. Section 4.0 (Monitoring
Plan Tasks) provides the substance of the monitoring plan, describing in
some detail the individual monitoring tasks and their rationale. This section
includes a description of monitoring for flow, water quality, sediment,
biota, and toxicity. Section 5.0 (Project Management) describes the project
organization and decision-making structure. Section 6.0 (References) includes
a list of reference material which supports the assumptions and design
of the monitoring plan.