HomeMy WebLinkAboutContracts & Agreements_140-2011_CCv0001.pdf AGREEMENT TO PERFORM CONSULTING SERVICES FOR HYDROGEOLOGIC
SUPPORT,TECHNICAL ANALYSIS AND REPORTING SERVICES
FOR THE CITY OF REDLANDS' CALIFORNIA STREET LANDFILL
This agreement for the provision of services associated with operation of the City of
Redlands' California Street Landfill (**Agreement") is made and entered into this 20-1' day of
September,2011 ("Effective Date—),by and between the City of Redlands,a municipal corporation
and Geo-logic Associates, Inc. ("Consultant"). City and Consultant are sometimes
individually referred to herein as a-Party"and, together,as the"Parties." In consideration of the
mutual promises contained herein, City and Consultant agree as follows:
ARTICLE I - ENGAGEMENT OF CONSULTANT
1.1 City hereby engages Consultant to perform consulting services for hydrogeologle support,
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technical analysis and reporting services for the City of Redlands'California Street Landfill
(the "Services").
L2 The Services shalt be performed by Consultant in a professional manner, and Consultant
represents that it has the skill and the professional expertise necessary to provide the
Services to City at a level of competency presently maintained by other practicing
professional consultants in the industry providing like and similar types of Services.
1.3 The term of this Agreement shall commence on the Effective Date of this Agreement and
end on September 19,2013 (the"Initial Tenn"),unless earlier terminated as provided for in
Section 7.5 of this Agreement. City shall have the option to extend this Agreement for three
(3) successive one-year terms (each an"Extended Term")by delivery of written notice of
the same from City to Consultant not earlier than one ninety(90)days,nor later than thirty
(30)days before the commencement of any Extended Term. The Extended term is subject
to the same terms and conditions,except for any increases in insurance coverage requested
by City,or changes in terms or conditions of this Agreement required by law.
ARTICLE - SERVICES OF CONSULTANT
2.1 The Services that Consultant shall perform are more particularly described in Exhibit
"A," entitled``Scope of Services.— which is attached hereto and incorporated herein by
reference.
Consultant shall comply with applicable federal, state and local laws and regulations in
the performance of this Agreement including, but not limited to, the Americans with
Disabilities Act, the Fair Employment and Housing Act and prevailing,wage laws.
ARTICLE 3 - RESPONSIBILITIES OF CITY
3.1 City shall make available to Consultant information in its possession that may assist
Consultant in performing the Services.
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3,2 City designates Fred Cardenas, Director of the Quality of Life Department, as City'S,
representative with respect to performance of the Services, and such person shall have the
authority to transmit instructions, receive information, interpret and define City's policies
and decisions with respect to performance of the Services.
ARTICLE 4 - PERFORMANCE OF SERVICES
4.1 The total compensation for Consultant's performance of the Services during the Initial Tenn
shall be in the amount of Eighty Nine Thousand Four Hundred Thirty Six Dollars($89,436).
Consultant's compensation for any Extended Term shall not exceed Forty Four Thousand
Seven Hundred Eighteen Dollars 044,718). City shall pay Consultant the fixed amounts for
each respective task comprising the Services, according to Exhibit -B" entitled Project
Schedule.
4.2 Consultant shall submit monthly invoices to City describing the work performed during the
preceding month. Consultant's invoices shall include a brief description of the Services
performed,the dates the Services were performed,the number of hours spent and by whom,
and a description of reimbursable expenses related to the project.City shall pay Consultant
no later than thirty (30) days after receipt and approval by City of Consultant's invoice.
4.3 All notices shall be given in writing by personal delivery or by mail. Notices sent by mail
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should be addressed as follows:
Citv Consultant
Fred Cardenas, Director Gary L. Lass, President/CEO
Quality of Life Department Geo-Logic Associates, Inc.
City of Redlands 1831 Commercenter East
35 Cajon Street, Suite 222 San Bernardino, CA 92408
P.O. Box 3005 (mailing)
Redlands,CA 92373
When so addressed, such notices shall be deemed given upon deposit in the United States
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Mail. Changes may be made in the names and addresses of the person to whom notices and
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payments are to be by given giving notice pursuant to this section 4.3.
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ARTICLE 5 - INSURANCE AND INDEMNIFICATION
5.1 Insurance required by this Agreement shall be maintained by Consultant for the duration
of its performance of the Services, Consultant shall not perform any Services unless and
until required insurance listed below is obtained by Consultant. Consultant shall provide
City with certificates of insurance and endorsements evidencing such insurance prior to
commencement of the Services, Insurance policies shall include a provision prohibiting
cancellation or modification of the policy except upon thirty (30) days prior written
notice to City; provided, however, the policies shall allow for ten(10)days notice for
cancellation to City due to non-payment of premium.
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5,2 Consultant shall secure and maintain Workers' Compensation and Employer's Liability
insurance throughout the duration of its performance of the Services in accordance with
the laws of the State of California, with an insurance carrier acceptable to City as
described t
escn' ed in Exhibit "C," entitled Workers' Compensation Insurance Certification.
which is attached hereto and incorporated herein by this reference.
5.3 Consultant shall defend, indemnify and hold harmless City and its elected officials,
employees and agents from and against any and all claims, losses or liability, including
attorneys' fees,arising from injury or death to persons or damage to property occasioned
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by and negligent act, omission or failure to act by Consultant, its officers, employees and
agents in performing the Services.
5.4 Consultant shall secure and maintain in force throughout the term of this Agreement
comprehensive general liability insurance with carriers acceptable to City. Minimum
coverage of One Million Dollars(51,000,000) per occurrence and Two Million Dollars
($2,000,000) aggregate for public liability, property damage and personal injury is
required. City shall be named as an additional insured and the insurance policy shall
include a provision prohibiting modification of coverage limits or cancellation of the
Policy except upon thirty (30) days prior written notice to City. Such insurance shall be
primary and non-contributing to any insurance or self-insurance maintained by City.
5.5 Consultant shall secure and maintain professional liability insurance throughout the term of
this Agreement in the amount of One Million Dollars ($1,000,000)per claim made.
5.6 Consultant shall have business auto liability coverage, with minimum limits of One
Million Dollars(S 1,000,000) per occurrence, combined single limit for bodily injury
liability and property damage liability. This coverage shall include all Consultant owned
vehicles used in connection with Consultant's provision of the Services, hired and non-
owned vehicles, and employee non-ownership vehicles. City shall be named as an
additional insured and such insurance shall be primary and non-contributing to any
insurance or self insurance maintained by City.
ARTICLE 6 - CONFLICTS OF INTEREST
6.1 Consultant covenants and represents that it does not have any investment or interest in
any real property that may be the subject of this Agreement or any other source of
income,interest in real property or investment that Would be affected in any manner or
degree by the performance of Consultant's Services. Consultant further covenants and
represents that in the performance of its duties hereunder, no person having any such
interest shall perform any Services under this Agreement.
6.2 Consultant aoxces it is not a designated employee within the meaning of the Political
Reform Act because Consultant:
A. Does not make or participate in:
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(1) the making of any City governmental decisions regarding approval of a rate,
rule or regulation, or the adoption or enforcement of laws;
(ii) the issuance, denial, suspension or revocation of City permits, licenses,
applications, certifications, approvals, orders or similar authorizations or entitlements,
-iii) authorizing City to enter into, modify or renew a contract*
(1v) granting City approval to a contract that requires City approval and to which
City is a party,or to the specifications for such a contract;
(v) granting City approval to a plan, design, report, study or similar item;
(vi)adopting, or granting City approval of, policies, standards or guidelines for
City or for any subdivision thereof.
B. Does not serve in a staff capacity with City and in that capacity,participate in
making a governmental decision or otherwise perform the same or substantially the same
duties for City that would otherwise be performed by an individual holding a position
specified in City's Conflict of Interest Code under Government Code section 87302
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6.3 In the event City officially determines that Consultant must disclose its financial interests
by completing and filing a Fair Political Practices Commission Form 7/00, Statement of
Economic Interests. Consultant shall file the subject Form 700 with the City Clerk's
office pursuant to the written instructions provided by the Office of the City Clerk.
ARTICLE 7 - GENERAL CONSIDERATIONS
7.1 In the event any action is commenced to enforce or interpret any of the terms or
conditions of this Agreement the prevailing Party shall, in addition to any costs and other
relief,be entitled to the recovery of its reasonable attorneys' fees, including fees for the
use of'in-house counsel by a Party.
7.2 Consultant shall not assign any of the Services, except with the prior written approval of
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City and in strict compliance with the terms, and conditions of this Agreement.
7.3 Project related documents, records, drawings, designs, cost estimates, electronic data
files, databases and any other documents developed by Consultant in connection with its
performance of the Sery ices, and any copyright interest in such documents, shall become
the property of City and shall be delivered to City upon completion of the Services,or
upon the request of City. Any reuse of such documents, and any use of incomplete
documents, shall be at Cltv*s sole risk.
7.4 Consultant is for all purposes under this Agreement an independent contractor and shall
perform the Services as an independent contractor, Neither Cloy,nor of its agents shall
have control over the conduct of Consultant or Consultant's employees, except as herein
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set forth. Consultant shall supply necessary tools and instrumentalities required to
perform the Services. Assigned personnel employed by Consultant are for its account
only, and in no event shall Consultant or personnel retained by it be deemed to have been
employed by City or engaged by City for the account of, or on behalf of City. Consultant
shall have no authority, express or implied, to act on behalf of City in any capacity
whatsoever as an agent, nor shall Consultant have any authority, express or implied, to
bind City to any obligation.
T5 Termination.
A. Unless earlier terminated as provided for below, this Agreement shall terminate upon
completion and acceptance of the Services by City,
B. This Agreement may be terminated by City, in its sole discretion, by providing thirty
(30)days prior written notice to Consultant(delivered by certified mail, return receipt
requested)of City's intent to terminate.
C. If this Agreement is terminated by City, an adjustment to Consultant's compensation
shall be made, but(1) no amount shall be allowed for anticipated profit or unperformed
Services, and(2) any payment due Consultant at the time of termination may be adjusted
to the extent of any additional costs to City occasioned by any default by Consultant.
D. Upon receipt of a termination notice, Consultant shall immediately discontinue its
provision of the Services and, within five(5) days of the date of the termination notice,
deliver or otherwise make available to City, copies (in both hard copy and electronic
form, where applicable) of project related data, design calculations, drawings.
specifications, reports, estimates, summaries and such other information and materials as
tray have been accumulated by Consultant in performing the Services. Consultant shalt
be compensated on a pro-rata basis for Services completed up to the date of termination.
7.6 Consultant shall maintain books, ledgers, invoices, accounts and other records and
documents evidencing costs and expenses related to the Services for a period of three(3)
years,or for any longer period required by law, from the date of final payment to
Consultant pursuant to this Agreement. Such books shall be available at reasonable times
for examination by City at the office of Consultant,
T-7 This Agreement, including the Exhibits incorporated herein by reference, represents the
entire agreement and understanding between the Parties as to the matters contained
herein,and any prior negotiations, written proposals or verbal agreements relating to such
matters are superseded by this Agreement. Except as otherwise provided for herein, an
amendment to this Agreement shall be in writing, approved by City and signed by City
and Consultant.
7.8 This Agreement shall be uovemed by and construed in accordance with the laws of the
State of California.
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IN WITNESS WHEREOF, duty authorized representatives of the City and Consultant have
signed in confirmation of this Agreement.
CITY OF REDLAitiDS CEO-LOGIC ASSOCIATES
By: E
Pete Aguilar,Mayor Gary f. Lass, President'CEO
Attest:
Sam Irwin,City Qterk
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Exhibit A
Scope pe ��xServices
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A.1 Project Understanding
The following paragraphs describe the work tasks that Geo-Logic Associates(GLA)will complete
tomeet the groundwater monitoring and reporting program (k4Q\RP) and other special services
that might berequired for the project.
The work requested in the City's RFP generally includes the following activities:
~ Inspection of monitoring points.
w Groundwater elevation measurements.
• Collection of groundwater, vaclose zone liquid, leachate, and landfill gas condensate
samples.
° Updating the City's historical database for the site.
° Preparation oftables and graphs showing historical and current constituent
concentrations.
• Statistical analyses ofcurrent and historical analytical data.
• Performance monitoring of the Leachate Collection and Recovery System in the Phase 11
landfill expansion cell.
• Preparation of quarterly and annual monitoring reports that describe the sampling
efforts and analytical results.
* Providing technical support for landfill cell construction (for example,well installation or
decommissioning).
• Providing other support, as needed, such as with regulators or public presentations'
In the event that either a well or sampling equipment is found to require repair or replacement,
the field supervisor will notify the GLA Project Manager ofthe problem, who will in turn notify
the City Project Manager within 24 hours, and submit a proposal for maintenance action(s) to
the City. If significant repair requires purchase of major materials or subcontractor
assistance, a cost estimate for the well repair will be prepared and submitted to the City for
review and approval. GLA will provide experienced staff tomake the necessary repair only
after receiving authorization from the City. In the case ofless significant maintenance, such as
replacement of a corroded well lock or limited clearing of the well site of weeds or debris(such
as after rain event[ the well maintenance will be implemented immediately to assure well
integrity and/or access and the City will benotified atthe end ofthe sampling operation. All
necessary maintenance activities will be recorded in daily field notes.
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A.2 Sample Collection
Groundwater Sampling Procedures—GLAundeotandsthatrnon|toringac±kiheswjUoccur
quarterly during the contract period. All field work will beperformed under the supervision of
one ofGLA'sCalifornia Certified HydroBeo|ogisLs. Groundwater samples will becollected from
seven wells using the following protocols:
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Upon arrival at the wellhead, each monitoring point will be inspected for evidence of
tampering and/or vandalism, and the well identification (ID) and condition will be
recorded onaWell Data Sheet. |fany damage urvandalism isnoted,the City's
Project Manager will be notified immediately.
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Prior to sounding each vve|(, a weighted water level indicator(sounder)will be
decontaminated using an4|conox(®R soap solution followed bytwo rinses with
deionizedvvater. The wells will then besounded and the initial water level
(measured to a depth of+/-0.01 foot) and the total depth ofthe well will be
recorded onaWell Data Sheet.
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Purged water will be evacuated from each well using the dedicated bladder pump
and low-flow purging techniques. The pumps will beoperated atodischarge rate
(nominal 5OUmilliliters per minute) that minimizes the decline inwater level. Purge
water will be discharged in the vicinity of the well in accordance with RWQCB
Resolution R8-2002-0044, which allows for the use ofmonitoring well purge water
as long asthe water is discharged in the vicinity ufthe well from which it was
obtained and does not contact surface water.
* To assess the presence of fresh water coming into the vve!|, discharged water will be
routed through a sampling flow cell equipped with probes for measuring electrical
conductivity (EQ, pH, dissolved oxygen (DO), temperature, and turbidity. The
readings will be recorded on a field data sheet atapproximate 3-to S-minute
intervals. GLA assumes that the parameters will stabilize before 15 liters of
groundwater have been purged from the well.
• Sampling will be performed when the EC, pH, DO,temperature,and turbidity have
stabilized to within 10 percent between a rnininnunn of three consecutive readings,
• Samples will be collected in approved sample containers obtained from the
laboratory, and each container will be filled completely and immediately capped,
labeled, and placed in a cooler with ice. Samples for VOCanalysis will be filled by
pouring the sample down the sides of the container to minimize aeration, and these
sample vials will be capped with no airspace. GLA assumes that a maximum of 2,5
liters ofgroundwater will becollected per sampling event.
• After collection, the samples will be immediately placed in an ice-filled cooler for
transport to a state-certified testing laboratory. Samples will be kept chilled (at
about 4^[) until delivery.
* A completed Chain-of-Custody form, detailing the sample ID numbers, date and time
collected, analyses requested, and other project information will accompany each
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sample to the laboratory. The Chain-of-Custody forms will be signed and dated by
all personnel retaining custody ofthe samples.
Soil-Pore Liquid Sampling/rocedures—Soi{-pona liquid samples will be collected from four
|ysinneLarswhen they contain sufficient liquid for sampling. Where possible, soil-pore liquid
samples will becollected using the following procedures:
° 4vacuum will be applied tothe sampling system and the system will beleft under
vacuum overnight todraw vadosezone liquids into the sampling device.
• To collect the liquid sample, the vacuum/pressure line will be attached to a
lysimeter hand pump, and pumped gently to create enough pressure to push the
sample out ofthe |ysinneterinto approved sample containers. Each container will be
filled completely and immediately capped, labeled, and placed in a cooler with ice.
Samples for VOC analysis will be filled by pouring the sample down the sides of the
container to minimize aeration, and these sample vials will be capped with no
airspace. Because the sample volume may be limited, VOC samples will be collected
first followed by general minerals, metals, and Appendix 11 constituents (semi-
volatile organic compounds, pesticides, and herbicides),
w After collection, the samples will be immediately placed in an ice-filled cooler for
transport to a state-certified testing laboratory. Samples will be kept chilled /at
about 4"[\ until delivery.
m /\completed [hain-of'Custudyform, detailing the sample |Dnumbers,date and time
collected, analyses requested, and other project information will accompany each
sample tothe laboratory. The Chain-of-Cus1odyforms will besigned and dated by
all personnel retaining custody ofthe samples.
Soil-Pore Gas Sampling Procedures—Gas monitoring will beperformed atstation P-4A. Gas
sample collection will be completed asfo||ovvs-
• Gas extraction will be performed using a stain|essstee| gas-sampling pump with a
non-lubricated Viton�diaphragm and a nnax{nnurn no-load flow rate of 34.8 liters per
minute.
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• Each clean, new laboratory-prepared 1O-|iterTed|ar sample bag will beplaced into
a light-sealed receptacle (to prevent photochemical reactions)and fitted with
aluminum orstainless steel tube fittings for sampling and transport.
• For purging and sampling, the gas-sampling pump will beattached with TeOun3,
tubing to a sample port located at the top of the monitoring probe. After attaching
the sample train to the probe, the probe will be purged for 30 to 50 seconds to flush
out the probe and sample train, After the probe and train have been flushed,the
pump and tubing will beattached tothe Ted|ar�RD sample bag. The gas sample will be
pumped directly from the gas-monitoring probe P-4Avia the stainless steel sampling
pump and through new factory-cleaned Tef|on�:D tubing into the Ted|a,.@bags. After
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sampling, a 30-to SO-second post-purge of the probe and sampling train will also be
conducted.
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After collection, the sample will be labeled and entered onto the Chain-of-Custody.
As a cost-saving measure, GLA will assist the City in obtaining approval of a field screening
protocol tolimit laboratory testing ofsoil-pore gas samples. The field screening includes
purging of the soil-pore gas probe using the procedures described above, and recording the
concentrations of major gases (oxygen, nitrogen, carbon dioxide, and methane). Samples are
submitted for laboratory testing only when the methane concentration equals or exceeds 5
percent. GLA uses this procedure at other landfills under the jurisdiction of the Santa Ana
RVVQC8, including the Mid-Valley, Crestnnore, Colton, and San Timmoteo landfills.
Leachate Sampling Procedures and Performance Monitoring System Testing—Leachate
sampling isrequired during the months wfApril and October ofeach year. One leachate sample
will be collected from each of the landfill's leachate collection system sumps during the April
and October sampling events. Leachate sample collection will beperformed 6vtransferring
leachate tulaboratory supplied vessels. Each container will befilled completely, capped,
labeled, placed onice, and entered onto the Chaim-of-[us1edy. Leachate monitoring results will
be submitted with the second and fourth Quarter monitoring reports each year.
The California Street Landfill Leachate Management Plan requires annual testing of the Phase
Two LCIRS by October 31 of each year to verify that liquid in the system drains to the collection
sump, that liquid head over the primary line is less than 12 inches, and that the transducers are
functioning properly. By observing the changes inhydraulic head asliquid (sintroduced into
the system, and monitoring the increasing head in the sump, the three criteria can be checked.
GLA will perform the testing on the two injection pipes in the Phase Two cell during October of
each year,following collection ofthe October leachate sample.
Surface Water Sampling Procedures—|nthe event surface water isflowing inthe Santa Ana
River, two surface water samples are collected (one upstream of the landfill, and one
downstream ofthe |andfU|). The samples are collected bysubmerging adecomtamninated
dipper into the flowing water, and the water|stransferred Co sample containers. The samples
are prepared and transported to the laboratory using the same protocol as the groundwater
samples.
Landfill Gas Condensate Sampling Pmxcedures—Landfi|| orascondensate samples are collected
in October of each year by intercepting flow from the main discharge line using a quick-release
hose. The sample containers are filled directly from the hose. Following collection,the
discharge line is re-connected and the sample containers are prepared for transportation to the
laboratory using the same procedures asthe groundwater samples. Condensate analytical
results will be reported with the fourth quarter report, which is required to be submitted by
January 31ofthe following year.
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Sample Handling and Transportation—Approximately two weeks prior tosample collection,
GLA will coordinate with the City's contracted laboratory to obtain sample containers and ice
chests for the upcoming sampling event. Upon arrival atGbA'sSan Bernardino office, an
inventory will be completed to verify that the appropriate number and types of containers have
been received. Following the sampling event, GLA will coordinate with the laboratory to
transfer all samples tothe laboratory. All samples will be relinquished Loa laboratory
representative using choin-of-custodyprocedures. The individual who collects the samples will
prepare them for shipment, describe them on the chain-of-custody form, and signed the form
when transferring the samples to the laboratory. The individual who accepts the samples atthe
laboratory will note the sample conditions upon receipt and sign the chain-of-custody form.
Quality Assurance/Quality Contm/(QAIQC)Samples—The QA/QC program will include
collection and testing of one field blank, one trip blank, and one duplicate sample during each
monitoring event. Each blank sample will betested for volatile organic compounds/VO[s\. The
purpose of each of these QA/QC samples is described in the following paragraphs.
During collection of groundwater samples, the water may be exposed to ambient air for a few
moments and could absorb airborne contaminants. For this reason, afield blank(consisting of
laboratory-grade water transferred from its original container to a sample container in the
field) will be used to quantify the types and amounts of airborne contaminants that may have
been absorbed bythe groundwater samples.
Trip blanks are used to determine whether contamination might have been introduced during
sample transport orstorage. Trip blanks consist oflaboratory-prepared deionizedwater
samples that are carried into the field by sampling personnel, shipped along with the actual
samples to the laboratory, and analyzed for the same volatile organic parameters as the other
samples. One trip blank will accompany each sample shipment tothe laboratory.
Field duplicate samples provide a means ofevaluating sampling procedures and analytical
precision. Prior to the monitoring event, one sampling location will be selected at random for
collection of duplicate sample. The sample will be homogenized in the field byfilling sample
containers for a particular test concurrently, The sample will be submitted tothe laboratory in
blind fashion snthat the laboratory will not be aware of the well from which the duplicate
sample was collected. The analytical results from the primary and duplicate results will be
compared and evaluated to determine if the precision is acceptable.
If the sampling program includes use of non-dedicated equipment (for instances when an
existing dedicated pump cannot berepaired orreplaced during arnon|toring event), an
equipment blank will be collected to determine whether contamination may have been
introduced tothe samples from the sampling equipment. After proper decontamination
measures have been completed, the equipment blank will becollected. The equipment blank
will consist oflaboratory-grade water poured through the decontaminated sampling
equipment.
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A.3 Reporting
Quarterly monitoring reports will be prepared following each monitoring period. Reporting
requirements are described inthe following paragraphs.
Data Validation—Data evaluation represents the most significant aspect of the monitoring and
reporting pro8rarnasitmust bedocumented that the data isvalid. Once validated,the data
will be used to provide a basis for interpretation of site conditions ata level that satisfies all of
the requirements needed tocomplete the monitoring reports.
The data validation process will include Q\/[}C review ofall field data and laboratory data. The
field data validation will include supervision by California Certified Hydrogeu|ogist,xxho will
oversee all field operations to assess the protocols being employed by field personnel at the
site for equipment calibration, well data sheet entries, sampling and sample handling, and
chain-of-custody procedures. Afield audit checklist will becompleted todocument field
investigation compliance with the established protocols to provide valid data. The audit
checklist and comments will be reviewed with the field personnel to ensure proper fulfillment
ofthe field program objectives,
The Reporting Task Manager will be responsible for reviewing the well data sheets submitted
for QA/QC review at the end of each day to include completeness, documentation of
equipment calibration and sample handling and chain-of-custodyprotocols, and consistency of
field measurements with historical data. 8ythis frequent review procedure, any deviations in
procedures orprotocols can be corrected immediately.
The laboratory data will undergo a detailed CIA review to assess its precision and accuracy with
the use oflaboratory and field sample analyses. The {lAprogram will include the collection, by
the field sampling personnel, of liquid field duplicates and field blanks for submittal tothe
analytical laboratory. All blank and duplicate samples will be forwarded to the analytical
laboratory with labels that donot indicate their source, |naccordance with the laboratory
QA/QC program,the laboratory will also prepare and document matrix spikes, matrix spike
duplicates,surrogates and method blank results.
As the data are received, the data will be reviewed by the Reporting Task Manager to verify
that the laboratory analyses were conducted within the prescribed holding times for the
various tests. Rigorous data validation procedures will then beemployed tmassess the
precision ofthe data (its reproducibility) bydetermining the relative percent difference (RPD)
and relative standard deviation (RSD) of the sample and the duplicate results. Accuracy will be
evaluated from information obtained on the spiked samples by evaluating the percent recovery
compared with the known spike amount, Surrogates (compounds that act and react similarly to
the compounds of interest but which do not interfere with the constituent being analyzed) may
also bespiked into the sample and used toevaluate the accuracy ofcertain organics methods.
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|naccordance with GLA'scurrent protocols, when laboratory analytical reports are
received,they are date stamped and reviewed by responsible staff for completeness and
conformance with holding time requirements. in addition, non-statistical V[)[/[U[Speda|
analysis will be carried out to evaluate whether there is evidence for tentative identification of
arelease from the landfill. |faVOC/COC Special °hi\° isidentified, this information will then
transmitted verbally to the City's Project Manager with a recommendation for retesting, if
appropriate. [It should be noted that in some cases (e.g,, detection of constituents such as
methylene chloride and toluene, which are common laboratory orfield-introduced
contarninants),retesting may not benecessary. This conclusion will bereviewed with the City
and, ifappropriate, negotiated with the RVV[\CBJ Similarly, within 24hours ofreceipt ofthe
statistical analyses,the summary tables and supporting data will be reviewed for potential
indications of release. If the data suggest evidence of release at any DMP well,this information
will be reported to the City's Project Manager immediately so that appropriate responses/i.e.,
RWQCB notifications and retesting) can be implemented. At the direction of the City, GLA can
provide verbal notification to the RWQCB by phone within the required 24-hour time period. A
follow-up letter to provide written documentation and notification of tentatively identified
release tnthe RW[lC8will then beprepared and submitted tmthe City. This notice will include
a summary of the laboratory findings, and a copy of the relevant laboratory analytical report(s).
The City can then use the letter and laboratory analytical report(s) as a basis for providing the
7-daytentative release notification to the RVVQCB required by regulation.
Database Management—Rather than receive digital copies of the data that can be
automatically downloaded into the various data files, GLA proposes to enter all laboratory data
manually. We have found this practice, which may appear outdated and time-consuming at
first glance, to provide the best opportunity to critically review the laboratory data, enabling
our staff toidentify and resolve potential data anomalies quickly.
Sbzbistotistico/4no/misofGrmundvvoterQum0tyDobn—|nresponsetoFedera| (40
CFR), State (27 CCR), and SWRCB requirements, groundwater monitoring programs for Class III
landfills must include statistical analyses toevaluate the groundwater quality conditions. For
the California Street Landfill, GLA knows that the City has identified spatial variability inthe
aquifer underlying the landfill, and uses intravve|| prediction limit statistical analyses to
minimize the false positive rate that could be seen using intenwe}| analyses. For the prediction
limit analyses,the City has identified two separate statistical areas of influence: the East Side
Group(background well B-1C and compliance well B-10C) and the West Side Group
(background wells B-ll, B-12, 8-13, and 8'14, and compliance well 8'4R)' GLA will continue to
use 5an|tas= software topredict the upper concentration limit for each monitoring parameter
ofthe next sample that will becollected from that well. The upper concentration limit is
compared to the numerical value of monitoring parameter concentration; if the actual
concentration exceeds the upper concentration limit, evidence of release will be concluded.
Trend Analysis—Analysis of groundwater and surface water quality and soil-pore gas data
trends isanannual rmportin� requirennentfor the California Street LandfiU. Trend analyses vvi||
beperformed byplotting the analyte concentrations over five years urthe period oftime that a
7
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vveUmrprobe has been sannp|ed, vvhicheverisless. GLA proposes tmuse ��icrosoft` Excel'to
prepare the time-series plots. These charts will be prepared using graphics with distinctive data
markers and line patterns for each well or analyte so that the charts can be photocopied with
acceptable quality.
As provided over the previous contract period, GLA proposes to continue to utilize the
following strategy to prepare time-series plots. For general minerals and metals, GLA will
update the existing time-series plots comparing background and compliance well data
/inLervve|| charts\. In general, to maximize presentation clarity, no more than five data sets are
presented onany single chart. The historical sample data from each well will continue Lobe
plotted with aunique symbol marking the data point, and the trend lines connecting
background well data will be dashed to distinguish it from compliance well data. On these
charts,the historical data will also be compared with Fede/a| maximum contaminant levels
(K4CLs). Concentrations that are below the method detection limit (MDL)will be plotted at
one-half of the MDL reported specifically during each monitoring period.
With respect to VOCs, GLA proposes to continue to prepare both intrawell and interwell time-
series charts. Charts will be prepared and/or updated for each VOC that has been regularly
detected at least 10 percent of the time in samples from at least one monitoring well at the
site. Onintenwe/l charts, historical VOC data in samples from each impacted well are plotted
and compared against the MDL and the Federal MCL, ifappropriate. |faV{)Cwas not detected
during a particular monitoring period, the concentration will be plotted at one-half the IVIDL
reported for that constituent during that monitoring period. (nLravve|| charts will also be
prepared and/or updated for VOCs. [}nthese charts, GLA will display the historical
concentrations of related VOCs, such as chlorinated ethenes, in samples collected from a single
well. Intrawell charts of VOCs are useful in determining any relationship of increasing or
decreasing trends that may bethe result of the breakdown of"parent compounds" and the
formation of"daughter products."
For soil-pore gas, GLA will update the charts for methane and the cumulative concentrations of
related soil-pore gas constituents, Since samples ofsoil-pore gas may contain 2Oormore
different VOCs,charting individual VO[trends can hedrne-conounning. Given the fact that
individual V(]Cconcentrations in soil-pore gas are extremely variable and do not individually
lead to defensible conclusions regarding landfill releases or potential releases, GLA has found it
more useful to chart the combined concentrations of related VOCs to summarize soil-pore gas
data trends(e.g.,Tota) Petroleum Hydrocarbons for the sum of the concentrations of benzene,
ethy|benzene,toluene and total xy|enes). Using this approach, uptoseven charts may be
presented (depending onthe occurrence ofVOCs inindividual sanop|es).
Data trends will besummarized in tables within the annual reports. |nanalyzing time-series
charts, it is important not to describe a trend simply according to the slope of a mathematically
calculated data trend line. Rather, it is important to review historical seasonal fluctuations in
data, changes in MDLs, and concentration changes that may be the result of a change in
laboratory analytical methods or field sampling protocols. As a result, our approach to trend
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analysis issomewhat qualitative, asthis provides obetter opportunity boevaluate changes in
groundwater by accounting for factors that are not typically accounted for in pure
mathematical evaluations. Significant increasin� ordecreasing trends vviUbedeschbedindetail
following presentation of the summary table, with the level of discussion particularly enhanced
when changes inhistorical trends appear tobedeveloping.
Each report will contain the information required bythe site VVORs, including:
m Transmittal letter containing anabbreviated summary from the reporting period
• Executive summary
m Table ofcontents
u Site introduction
c\ Sampling and analysis plan
• Laboratory analyses and QA/QC results
u Descriptions nfsampling and analytical procedures and parameters
o Discussion of statistical and/or non-statistical data evaluation
o Historical groundwater elevation data
�J xgroundwater elevation contour map
J Historical tables of laboratory test results for each well or other sampling points
J Summary tables ofanalytical results for the reporting period<a>
J Adiscussion ofthe results nfthe water quality monitoring,soil-pore gas monitoring,and statistical
analyses
m Updated constituents ofconcern lists for each ofthe lined landfill cells.
Discussions will be more detailed when chemical and/or elevation variations are noted from
earlier reporting periods, and recommendations for verification and/or initiation of an
Evaluation Monitoring Program will be presented if release is indicated' As required,
monitoring reports will also integrate data collected byGLA's sampling crew including visual
observations and photographs of site conditions, copies of the regulatory agency inspections,
and copies of the diversion and drainage facilities inspection and evaluation logs.
An annual groundwater monitoring report will be prepared in conjunction with the First
Quarter Monitoring Report each year(due April 3O). |naddition tothe elements required ina
routine quarterly report event, these annual reports will also include an evaluation of trends
interpreted from the time-series plots for at least the previous five calendar years; descriptions
of any apparent increasing and/or decreasing trends; comparison of analyte concentrations
with Basin Plan Objectives; a summary ofany monitoring changes made or observed since the
last annual report;discussion and recommendations for VOCs detected during the year; and
evaluations of groundwater and vadose zone conditions in the vicinity of the California Street
Landfill.
Report Submittals—Prior to submittal of any work product to the City, GLA will provide
comprehensive senior peer review of all deliverable technical documents.Approximately 30
days after the end of a sampling event, GLA will submit two draft copies of the draft report tm
the City's Quality ofLife Department Project Manager for review. Following incorporation uf
City comments, 2 bound copies and one digital copy of each final report will be distributed to
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the City, and 1 bound and one digital copy will be submitted to the RWQCB prior to the report
due date(defined as3Odays following the end ofthe quarterly pe/iod\. One electronic copy
will beprovided tmthe Lead Enforcement Agency. ACalifornia Certified Hvdro8eu|ogistwill sign
and stamp each monitoring report prior to submittal to the regulatory agencies.
GLA will also upload the data into the site's Geotracker database concurrent with submittal of
the groundwater monitoring reports. For this task, electronic data files will beprepared bythe
laboratory and delivered toGLA b9email. GLA will then review the files and upload the
electronic data tothe State's database, Afull copy ofthe report will also beuploaded in
portable document format (PDF).
Database Management—Following receipt ofanalytical results, GLA will update the City's
historical database with all recently acquired field and analytical data for each monitoring point.
One table will bemaintained for each monitoring point, and the data will be presented in a
manner that allows easy comparison with historical maximum and minimum concentrations.
Historical average concentrations, historical median concentrations, and historical standard
deviation will be calculated for each parameter after each monitoring event, and these data will
be presented onthe last page of historical data for each monitoring point. Data from the
historical database will be used to develop the time-series charts that are required for the
annual monitoring report, which isdue byApril 3Oofeach year.
Landfill Expansion Support—GLA has supervised the drilling, installation, and decommissioning
ofhundreds ofwells throughout California. |frequired, GLA will assist the City with monitoring
well decommissioning and/or replacement. The work will include development ofawork plan
that describes the field procedures that will be used todri||/insta|| or decommission avve|),
permitting support, drilling, borehole logging, well installation or abandonment, and
preparation ofareport describing the field activities.
Other Tasks—GLA has extensive experience in all of the geotechnical and hydrogeological
components ofClass III landfill facilities |nCalifornia. This broad-based iandOUexperienceisan
important advantage in interpreting potential groundwater impacts since landfill design and
operational history are important considerations when evaluating potential impacts to
Qroundvvaier. |n0ainingitsbroadbaseof|andf|!/ designandoperationm| knovv|edQe, G&Ahas
managed the construction of virtually every major component of a landfill facility, including:
� Earthwork 0 Landfill Gas Control Systems
�
Liner Systems w Flare Stations
m
Cover Systems a Auxiliary Facilities
w
Drainage Systems a Landscmpc/1rr|graMmnSyctems
� Leachaxe�nUection�yot�ms � Refuse Excavation and Relocation
m
Leachate and Groundwater Treatment a Landslide Mitigation
Plants
GLA will use this experience to assist the City with unforeseen events related to groundwater,vadose
zone,mrsurface water impacts atthe California Street Landfill,
iO
cmifomi"x°—t L..do *vm-Exhibit-km"xWmo /` Cru*'LugicAssociates,Inc.
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EXHIBIT B
ESTIMATED PROJECT COSTS
HYDROGEOLOGIC SUPPORT,TECHNICAL ANALYSIS,AND REPORTING SERVICES
CALIFORNIA STREET LANDFILL
__...,....,...._-.....__.._._.,.....,.,,_»....,_„_._......_..,_.__._._____.___. __.__,_..... .....__._______ ......,.._._.......___w_�_.,____ --- Vehicle&
Prlr1. supervising GW CARD Word GLA Sarripli 9 Expenses
Work Task EnyOao Hydrogeo, senior Geo. Staff Goo, Sampling Field Tech Draftsman Processor Subtotal Equip„ (3%GCA Total cost
Manager Supplies labor)
Shaw
6attelle Reason Sapp Satterfield Salinas Campbell Levin Lenike
Runyan
79'S' Y 7S 160 99 98
.. „_.._.,......_.._...,.._._......._._..._,..._.._....__�._._.,�.. .,_,_.._ s...._ ehata Condensate,.and Ctther Matrices
Tasks 1_4 Sampling A d Repartingoof Groundwater Gas Lea chat____ens _..-.�._..._.,_ ,__....._____.._..__._.
_...� .....,. .._,__,....,_,.._._..__,.....,.,..,.,_....._,., fd 4 4 4 6 22 0 4 43.561£3 28 $108 $4.462
Re ronin f _ 4 4 26 0 Q R3 $4
917 Q $142 05 UG!.r
L, p.. _ __ ......._ _......_._.._... ��
fourth Qcrarler:4r 1
ss rn fact 0 o G 4 8 32 G G y4 f313 38 3115 Ss;11Y9
F2e rt4rsc, d 1 k a 3::' (7 G 2 6 $5.31:3 G $159 $34.72
F21sC Quarter 2£112
4 0 4 8 22 6 at y!b98 28 4 k 08 24 40'
__Figrtin (trcc,1ct11us anrrurlra, wrtt,__.________,__.....�... r 4 e 34 0 0 12 e
5ea:and Quarfa r«€712 �_
San rfn Q 4 0 ri G 22 0 0 $3202 28 $96 $4054
neporttnp t 4 4 8 6 C7 2 f .$ 3117 C) $f4t€ 'tb G85
t'h{rd t]uarler 20112 _
4 0 4 b 22 o 0 �a,ate er? g408 $a 46
'.,_Hcx(icor£tr"2................_._... ...._..._._._.._..__..._.._...._......_,.._ 7-._.,. _ a 4_'.'. "t' __ o 0 2 _ 6 $4917 0 $148 vh 065
fourths Ouartrlr 21112 �-
5attt 0 $4.818 36 $145 $5,989
ke artfn 4 4 4 32 0 0 1 G $5„313 €! $r>9 15.472
Fast Quarter:1ttt 3
5arrt dart fk 4 0 4 6 P2 0 0 ,t,359t1 28 $'108 :84,462
rretwrtin [rtc{udes anntaafrorlj__ i a e 34 t1 Q 2 8 .a.5.971 Q 8179 `+G.EaEI
Selcond Quarter 2.013 ..,_.._........ ........_...__.... ..._._._._...._,_ __.._._...�._.
Sa (a.,.g..
r7 ...... ....,._....,..._._.._......__._....._,______.__ 0 _— 4 0 0 6 22 6 o $,4.202 af8 $96 $4054
Ra actin 1 4 4 29 (} 0 ea $4917 0 $148 `a5Lt
_ Task 5•Landfill Expansion Su ort
Labor and.incrdental costs for ex nwton,urrfa�rt,as dtrtwte ^City.� . $4.t7tJ+}
....._..,_..._..,W_._„„...._.___.._....�..............__.__M___�_.._.....____.,_..._ Task 6-Other Tasks
.,... __. _.._... ..v...._
Calm,and inciderttat 1.oste for
Assumptions: TOTAL ESTIMATED COST FOR TWO YEARS OF MONITORING: $89,436
t. Moniforirlg costs include coordination with City selected lab to obtain sarnple containers,saInpiing of
groundwater monitoring wells,lysimeters,soil-pare gas probes,leachate,arid condensate. Tasks 1�4 Sampling and Reporting of Groundwater,Gas,Loachata,Condensate,and Other Matrices
Sampling costs also include perfointance monitoring of the Phase Two LCRS during October of each year. Third Quarter 2011 $9,526
2. Reporting costs include database management,data validation,statistical analyses,preparation of Fourth Quarter 2011 $11,461
groundwater elevation contour rnafls,preparation of text describing the monitoring event and results,and First Quarter 2012 $14,612
distribution of reports to appropriate agencies. Reporting costs also include uploading data to the State's second Quarter 2012 $9,119
t:eotraaE,ker Database. Third Quarter 2412 $9,524
3. Anrrutal re ports will be cotlltimed with the First Quarter Monitoring Report,due April 30 of each year, Fourth Quarter 2012 $11,461
4. Each cjuwterly roprot will include results far tall,amplels collected during the quarter. First Quarter 2013 $10,612
5, Vehicle Equip,,Supphes include equiprneflt,vehicle,and miscollaneous costs(ice,coolers)associated with Sampling. second Quarter 2013 $9,119
t;. Analytical costs are riot includod based on the RFP indicating that samples wilt be submitted to tyre Tank 5•Landfill Expansion support
Cay selec led L4aboi atuty.
$4,000
Task 6.other Tasks
$4,000
Geo-Logloc
A S S 0 C I A T E S
PERSONNEL CHARGES
P&OFESSIONAL STAFF:
Staff Eru,ineefiniz Geolo,,ist/IlvdioLeolo,-,ist/En(,iiieer... ......-...... .............. ................,99.00/14our
Project Engineering GeoluList/Flydro-colo,,,ist!Fn�ineer ........ ..........----........-..... ........ 126.00)'HOUr
Senior Engineering Geolo,,ist/Ffvdro-eol()2istlEtiLyincer .............. .......... ...160.00114our
Supervising Enein-cerint,Geolo,,i-;t/1-lydruLeolo-ist/Engiticer.,...... ........................ 1-15.0011-lour
Principal Engineering Geologist/flydrot-,eolo(,istfEti-ineer........................... ...... .......14-5.0011-four
Court Appearance(Expert Witness,Deposition,etc.) ... ............ ........ 1.75 x HourlyRatc
FILLft5JAFF:
Field Technician I... ......... ................. ............ ...............60.00/1-lour
FieldTechnician 11.................................... ................--.......... ........ .......... .......... ...........75.00/Hotir
Senior Field Technician.-.......................... ......—....--.............. ................. ......... 87.00/11our
Prevailim2 WaleMinimum..........--....-.....—....... ..............-,..87.00/Hour Min.
Supervising Field Technician....—.......... ...... ................ .......... .......... •......98.00/Hour
S L FF
�P_P_Q&T STAFF;
Laboratory Technician......-....,....-........ ............----....... 95.00/Hour
CA DD/Designer............ ........ ................. ........... ......95W01Hour
Geotechnical Draftsperson......... ........ .......................... ...... 65.00/Hour
Geotechnical Clerk/Tv i
prs[ ............... ...... ........ ..............---...........--......---...... .........55.00/Hour
Word Processorr...................... ......-..... ...---............. ........---............70.00/Hour
*Overtime Premium is 35%of PERSONNEL CHARGE
*A surcharge of 20%of PERSONNEL CHARGES is applicable to personnel working in hazardous materials
environments to compensate for costs associated with hazardous materials operations training and personnel medical
examinations.
EQUIPTIVIENT CHARGES
ReMi[Refraction Seismograph,_.... —...................... ................................. ..........600.00/Day
BAT Permeameter..... ....................... ----.................... ........ 100.00/Day
Compaction Testing Equipment&Supplies-...... ............. ..........
Slope Inclinometer.--•.....-............. ....... .......... ........... ...............2-50.00/Day
EXPENSES
Vehicle Use for Field Services(added to appropriate"PERSONNEL CHARGE")—.... 12.00/1-lour
Soil Sampling Equipment&Drilling Supplies—... ......... ........... 5.00/Hour
Groundwater Sampling Equipment and Supplies.............. ........................ ...... 15,0011-Iour
Per Diem.----—......-......--...—.....-................. ...Lesser of(Cost+15%)or(Local Government Rate)
Outside Services(Consultants,Surveys.Chemical lab Tests,etc.).......—........ ........... ...--..... Cost+ 15%,
Reimbursables(,Maps.Photos,Permits,Expendable Supplies,etc,)....--........... .............. .........Cost+ 15�,'r
Outside Equipment(Drill Rii2,Backhoe.Monitoring Equipment,etc.)-...... .............---...Cost+151,6
PERMITS,FEES AND BONDS
The costs of all permits,fees,and performance bonds required by government agencies are to be paid by the Client,
unlessstated otherwise in an accom.panyin,proposal.
Geof,ogic Associates,Inc,carries workers' ornocnsation,comprehensive general liabilityand automobile with policy
limits ric-n-mally acceptable k)most clients. The cost:car this insurance is covered bv the fees listed in this schedule.
Cost of any special insurance required by the Client,including increases in p0licy hunts,adding additional insured
parties and waivers-of subrogation.are charged at COSt Plus I U11ICss otherwise stated—such charges are in addition
to the estimated or maxii-imn chargges stated in any accompanying proposal.
Schedale 2010 ;Continued on Reverse) Effective driou eh 117131112
Geo-Logic
ASSOCIATES
LABORATORY TESTING
California Bearing Ratio(excluding moisture-density curve).__,,_.... ....... $150.0011`oint
Chloride ....... ............ ...... 60,00'rrest
Corrosivity Series(resistivity,Ph.Sulfate,Chloride)................. ............ 150.00/'rest
Consolidation Test(without rate data-up to 8 loading increment-,).............. .......... ........__.............. 140-00,11'est
Consolidation Test(single point),,,................_........... .................. 95.00frest
Consolidation Test Rate Data(per load increment)................... ...... .......... 70.00/each
Direct Shear Test(at natural moisture)........-...-....__....................... .......... .......... 55.W/Point
Direct Shear Test(saturated
saturated-stram rate 0.0084 inchhuin,)......................................................................... 65.00/point
Direct Shear Test(saturated.recycled-strain rate 0.0084 inch/minA....-.... ...... ....... 1210.00/point
Direct Shear Test(ASTM 3080-consolidated drained),...................-...... ....................... __.....125.00/point
Direct Shear Test(ASTNI 3080-consolidated drained,rcsfdruah................ .............. ...... ........,280,00/Wint
Durability Index-Coarse.,......... ................. .......__...........__ ........... ............................. 112500iTest
Durability Index-Fine.........-........... ..............................................................................115.CX)/Test
Expansion Index Test.,.,..,........ ........... ..................... I 10.001rest
Grain-Size Analysis-Sand-Clay,including Hydrometer ....................................... ..........__... 160.00frest
Grain-Size Analysis-Gravel-Clay,including Hydrometer..... ....... .............. 200.00/Test
LiquidLimit................................................... ...... ..................... ...... .........__....... 65.00/Test
Los Angeles Abrasion Test(500 revolutions)...___...... ............... ........................-..............._ 145.00/Test
Los Angeles Abrasion Test(I 1000 revolutions).....................__..._...... .......- ........ 160.00ITest
Mechanical Analysis-ASTM, DI 140(wash 200 sieve)..................... ........... ...... ......... __....._. 60.00/Test
Mechanical Analvsis-Sand or Gravel(dry sieve)................. ....... ..........._ 70.00frest
Mechanical Analysis Sand and Gravel(wash sieve)'....._........... ................. ........155.00/'Fe,,,,t
Mechanical Analysis Sand or Gravel(wash sieve}.... .............. ..................................... I00.00/Test
Moisture Content..... ....__........... ........ ....... ..........__...................._......... ....... 13.00/Test
Moisture-Density Curve for Compacted Fill(4-inch Mold),...... ..........--1._-----...-.........-..... ....... 140.00fTest
Moisture-Density Curve for Compacted Fills(6-inch Mold)..... ....................-.................. _...........- 175.00/'fest
Moisture-Density Single Point............__...... ...__......... ......... ................... ............ --70.00[rest
Moisture-Density Curve(Calif.216)................... ................_..................____.....__... 145.00/Test
Permeability(falling head).... ........................... ...... ...............____.......__............_......... 160.00/Test
Permeability(flexible wall-AST),L)............... ............___ ...... .....__.............................. ..........__300.001Test
Permeability(rigid wall-constant head pressure)__.,...................... ........250.00/Tesst
Plastic Limit............... ... 65.LX)f-rest
Plasticitv Index......... ......_......... ....................... ...... ............ ..........t20.00/Test
Resistance Value....... ......... ........................ .......... 200.00ITest,
Resistivity&pH Test(Calif.532 or6A',).,,..... ....... ..._90.00/'Fest
Sand Equivalent---a___.................... ............ ..................................................... 65.00/Test
Specific Gravity and Absorption-Gravel......._..........................__......_........-.................. ....... 7 1.00frest
Specific Gravity-Fine-Grained Soils..............__................................__....__.........._...... 76.00/Tcst
Sulfate Content................ ...___........... ........................ .................................. 50.0-0/Test
Triaxial Compression Test WD with pore pressure),...................11-...... ........ ......575,Wrrest
Triaxial Compression Test(CU with pore pressurel............__...................... .........._42 i.00ffer s t
Triaxial Compression Test(UU), ..................-..... ........_......I I
Unconfined Compression Test(undisturbed sample)... .........._...... ............................ ........ .... 75.00rrest
Unit Dry Weight and Moisture Content(undisturbed sample),............................._....................___........ 1&5017fest
Special Sample Preparation and Laboratory'Festing not listed above will he charged at applicable personnel rates.
T E&NI
payment is due upon presentation ofinvoice and is past due thirty('301)days frorn invoice date. Past due accounts are
stm
� jeck to a finance charge of one and one-half percent E 1-1/2%)per itionth,orthe maxinium rate allowed bylaw.
PRQEQLAL LF LIQ
Unless otherwise stated,a proposal accompanying this,chCdLIlC i"CflfecOve for sixty(60)days- If authorization to
proceed is not received wphin this oeriod,Geol,oeic Assocsates,hie,reserves the right to renegotiate the fee.
Schedule 2010 ....... ...... ........ ................... ......._ Effective through 07/31/12
EXHIBITT'
WORKERS' COMPENSATION INSURANCE CERTIFICATION TO PERFORM---------—-———-——------------------------------—--------—-----------———---——
FOR THE CITY OF REDLANDS CALIFORNIA STREET LANDFILL
Every employer except the State, shall secure the payment of compensation in one or more of the
following ways:
(a) By being, insured against liability to pay compensation in one or more insurer duly
authorized to write compensation insurance in this State.
(b) By securing from the Director of Industrial Relations,a certificate of consent to self-
insure,either as an individual employer or as one employer in a group of employers,
which may be given upon furnishing proof satisfactory to the Director of Industrial
Relations of ability to self-insure and to pay any compensation that may become due
to his or her employees.
I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be
insured against liability for Workers' Compensation or to undertake self-insurance in accordance
with the provisions of that Code, and I will comply with such provisions before commencing the
performance of the work of this Agreement. (Labor Code §1861).
-----------------------------------------------------
By:
--------------------- Date:
B-1