Resolution 2448l
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RESOLUTION NO. 2448
A RESOLUTION OF THE BOARD OF DIRECTORS OF
SOUTH TAHOE PUBLIC UTILITY DISTRICT
APPROVING NEGATIVE DECLARATION FOR
SOUTH TAHOE PUBLIC UTILITY DISTRICT
EMERGENCY RETENTION BASIN SEALING SYSTEM
BE IT RESOLVED by the Board of Directors of South Tahoe
Public Utility District:
1. The Board finds on the basis of its review and
consideration of the Environmental Assessments for the Emergency
Retention Basin Sealing System Project, the Preliminary Design
Reports, all Comments received and Responses thereto and modi-
fications incorporated into the Project after consideration of
said Assessments, Reports, Comments and Responses, that there
is no substantial evidence that the Project will have a
significant effect on the environment.
2. Based upon said finding the Board approves the
negative declaration circulated, a copy of which attached
hereto and made a part hereof.
PASSED AND ADOPTED by the Board of Directors of South Tahoe
Public Utility District at a regular meeting on the 17th day
of December, 1987, by the following vote:
AYES:
Directors Mason, Olson, Jones, Sinclair, Walker
ABSTAIN: None
NOES: None
ABSENT: None
ATTEST:
Robert Mason, Chairman of Board
South Tahoe Public Utility District
Pat A. Mamath, Clerk of Board
South Tahoe Public Utility District
October, 1987
NEGATIVE DECLARATION
TO WHOM IT MAY CONCERN:
Pursuant to the California Environmental Quality Act of
1970, the State Guidelines and South Tahoe Public Utility
District Guidelines, the South Tahoe Public Utility District
has made an Initial Study of possible environmental impacts
of the following described project:
Applicant: South Tahoe Public Utility District
Application: Emergency Retention Basin Sealing System
Location: Northeast of intersection of Black Bart
Avenue and Pioneer Trail
Description of Proposed Project:
The project is the modification of the existing South Tahoe
Public Utility Districts (STPUD) 56 million gallon (MG)
emergency retention basin (ERB) at Black Bart Avenue, north
of Pioneer Trail. The modifications to the ERB are proposed
as a long -term solution to existing odor problems and to
reduce 99% of the leakage from the pond.
The emergency retention basin is located one and one half
miles south of the STPUD treatment plant near the corner of
Black Bart Avenue and Pioneer Trail. (See Figures A and B.)
The land on which the basin is located is a parcel 39.255
acres in size and is currently leased by STPUD from the U.S.
Forest Service. STPUD is negotiating with the Forest
Service to trade the ERB site for other property owned by
the STPUD. The ERB has a current capacity of just over 56
million gallons and is used to store wastewater in the event
that the wastewater treatment plant cannot treat the
influent flow due to:
storm flows in excess of plant capacity;
power failure;
treatment plant upset or equipment failure; and /or
export system failure.
A 1986 report prepared by Culp Wesner and Culp recommended
an ultimate total emergency storage capacity of 75 MG. This
recommendation was based on the events during a 1986 storm
in which wastewater was spilled from the treatment plant
into Heavenly Valley Creek due to inadequate storage
volumes. Additional analyses by Culp Wesner and Culp
indicated that an 18 MG basin would be adequate to handle 90
percent of the plant's emergency storage needs.
NEGATIVE DECLARATION
October, 1987
Page 2 of 6
A Preliminary Design Report for the Emergency Retention
Basin Sealing System and an Environmental Assessment (EA)
were prepared which evaluated three scenarios for altering
the present 56 MG. ERB based on these documents, STPUD has
selected a combination of the alternatives as the project.
STPUD is the lead agency pursuant to the California
Environmental Quality Act; TRPA is the Lead Agency pursuant
to the Bi -State Compact.
The project consists of dredging the existing ERB of
accumulated sludge by means of building a temporary access
road into the pond for trucks and equipment. The sludge will
then be hauled out of the Lake Tahoe Basin. A safety levee
12 feet high will be built to divide the basin in half with
flow pipes connecting the two sides. A lining will cover the
bottom and sides of the modified ERB consisting of a 40 mil
minimum thickness geomembrane of high density polyethylene
(HDPE). A system for washing down the ERB after each
discharge using a filtered secondary effluent system is to be
installed. Facilities, including 6 inch PVC piping and
freezeless yard hydrants, will be tied into the existing 16
inch high pressure line that runs from the plant to the ERB.
Portable hoses will be connected to the perimeter hydrants
for manual washdown of the ERB sides and bottom.
Construction of the total project is expected to last four
months. See Figure C for proposed layout.
MITIGATION MEASURES INCORPORATED IN THE PROJECT
The following mitigation measures, as recommended in the
Alternative Analysis EA, have been incorporated into the
project design.
Geology/ Seismicity
Construction of the retention basin shall meet all local,
state, and federal seismic safety standards.
Soils
STPUD shall provide compensation for excess land coverage
in compliance with the requirements of TRPA.
Construction will be completed in compliance with the TRPA
grading ordinance; the project shall incorporate Best
Management Practices into the design of the berm slope
stabilization and the contractor shall comply with Best
Management Practices during construction.
NEGATIVE DECLARATION
October, 1987
Page 3 of 6
Air Quality
In Compliance with 3cction 90 of the TRPA codc of
ordinenccs, a $80.00 air quality mitigation fec will be 1("
paid. Compliance with state vehicle emission control
standards will be required for all diesel equipment.
Machinery will be kept in the best working condition.
Application of odor control measures (e.g., lime) during
initial drying and sludge removal shall be investigated in
the final design stage of the project, and the recommended
measures implemented.
Drainage
Construction shall be completed in compliance with the
TRPA grading ordinance; the project shall incorporate
Best Management Practices into the design of the berm
slope stabilization and the contractor shall be required
to follow Best Management Practices during construction.
Water Quality
Proper design and rigorous quality control during the
final design and construction phase will reduce potential
damage to the proposed High Density Polyethylene material.
STPUD, Lahontan and TRPA will monitor the installation fo
the liner.
The Design Engineer will prepare an operations and
maintenance manual for the operators of the ERB to limit
potential damage to the lining material. Strict adherence
to the operation and maintenance manual shall be required
by STPUD. STPUD is required to monitor water and report
the monitoring data to Lahontan.
Flora, Fauna, and Fisheries
All construction and on -site improvements shall be
conducted in accord with adopted Best Management
Practices.
Noise
Powered equipment and vehicles used during construction
phases and for site maintenance will be equipped with
adequate mufflers and /or enclosures at all times.
Construction activities or equipment with noise levels in
excess of 50 CNEL or threshold single event levels will be
limited to the hours of 8 a.m. to 6:30 p.m. Due to the
limited period available for sludge drying and
construction, during which the ERB cannot be used, it is
proposed by STPUD that the hours of operation be expanded
NEGATIVE DECLARATION
October, 1987
Page 4 of 6
to daylight hours. A three week period is anticipated to
be required for use of the heavy equipment.
Risk of Upset and Safety
The contractor, his employees and the operators of the ERB
shall comply with the operations and maintenance manual
provided by the design engineer.
Regular inspections by STPUD and Lahontan shall be made of
the ERB.
The ERB shall be maintained and operated in compliance
with Conditions of Waste Discharge Permits and Safety of
Dam Permits.
Scenic Resources
Plantings of trees and shrubs along the existing fence
line to screen the ERB from nearby urban developments
shall be installed in compliance with Best Management
Practices.
Cultural Resources
In the event that any cultural or historic resources
should be uncovered during construction, all work will be
stopped and an evaluation of the resource shall be
conducted by a qualified professional in compliance with
state and TRPA regulations.
NEGATIVE DECLARATION
October, 1987
Page 5 of 6
Findings: It has been found that this project, as described
herein and the Environmental Assessment " " October
1987, will not have a significant effect on the environment
and an environmental impact report (EIR) is therefore, not
required by the California Environmental Quality Act. A
brief statement of reasons supporting such findings is as
follows:
1. The environmental impacts associated with the proposed
modifications to the ERB are short -term construction -
related impacts which will occur within the existing
ERB. No significant irreversible impacts associated
with the project have been identified.
2. The project will not significantly alter the potential
impacts from a seismic event on the existing earthen
berm. The interior berms will be engineered to
withstand liquefaction in a seismic event.
3. The soils in the existing basin were significantly
altered by construction of the existing ERB. The
transfer of soils for the addition of another levee
within the existing basin is not significant.
4. Fifteen years of sludge material from the ERB will be
removed and deposited outside the Lake Tahoe Basin.
5. No project allows the continuation of odor problems
currently associated with the ERB. The project
mitigates this problem. The project may result in
temporary odor problems during the drainage and sludge
removal operations. Odors may also occur during the
period of time when the ERB has been drained and prior
to its washdown. Specific plans for odor control will
be addressed in the final design.
The project provides a washdown system to minimize
sludge accumulation and reduce the major source of
odors. Sludge will be returned to the head of the
treatment plant and retreated.
6. The project will result in the worst case addition of 8
automobile trips per day resulting in a small but
incremental increase in pollutant loading in the Lake
Tahoe Basin. STPUD is to pay a $80.00 mitigatisa fee.J
7. Lining of the ERB is being performed to reduce or
eliminate the existing leakage of water into soils and
groundwater.
8. During the construction phases of the project, noise
from construction activities will dominate the noise
environment in the immediate area. Construction
NEGATIVE DECLARATION
October, 1987
Page 6 of 6
activities will be temporary and will occur between 8 am
and 6:30 pm.
9. The project will result in a slight increase in traffic
to the project site for maintenance. During a normal
use period there will be 1 trip per day. During
draining and cleaning there will be an estimated 10
trips per day and during a non -use period there will be
no trips to the site. The worst -case of 10 trips per
day is an increase in ADT of 0.1 percent on Black Bart
Avenue and 0.05 percent increase on Pioneer Trail. The
increase in ADT is not considered to be significant.
Any person may object to dispensing with such EIR or respond
to the findings herein. Information relating to the
proposed project is on file in the following locations:
South Tahoe Public Utility
District
P.O. Box AU
South Lake Tahoe, CA
Tahoe Regional Planning Agency
P.O. Box 1038
Zephyr Cove, Nevada 89448 -1038
QUAD Consultants
2530 J Street, Suite 302
Sacramento, CA 95816
City of South Lake Tahoe
1052 Tata Lane
South Lake Tahoe, CA
El Dorado County Library
1000 Rufus Allen Blvd.
South Lake Tahoe, CA
Any person wishing to examine or obtain a copy of that
information or this document, or seeking information as to
the time and manner to so object or respond, may do so by
inquiring at said offices during regular business hours.
A copy of the Initial Study and Environmental Assessment are
attached hereto.
Dated this 23rd day of October, 1987.
South Tahoe Public Utility District
1275 Meadow Crest Drive,
South Lake Tahoe, CA 95705