FIRST AMENDMENT TO
PROFESSIONAL CONSULTANT SERVICES AGREEMENT
HDR ENGINEERING, INC.
Plan, Specification and Estimate Phase of the Third Street Grade Separation Project
THIS FIRST AMENDMENT TO PROFESSIONAL CONSULTANT SERVICES AGREEMENT ("First Amendment) is made and entered into this day of , 2022, by and between the CITY OF RIVERSIDE, a California charter city and municipal corporation ("City"), and HDR ENGINEERING, INC., a Nebraska corporation, authorized to do business in the State of California ("Consultant"), with respect to the following:
RECITALS
WHEREAS, the City and Consultant entered into that certain Professional Consultant Services Agreement dated March 30, 2021 ("Agreement") for Third Street Grade Separation at BNSF Railroad ("Project"); and
WHEREAS, the City has been satisfied with Consultant's performance under the Agreement and desires to have Consultant continue providing the services referenced in that Agreement; and
WHEREAS, the City and Consultant desire to extend the term of the Agreement to December 31, 2025; and
WHEREAS, the City and Consultant desire to increase the compensation in the amount of Three Hundred Six Thousand Eight Hundred Fifty Dollars and Eighty-One Cents ($306,850.81), for a total contract amount of Two Million Five Hundred Ninety-One Thousand Nine Hundred Forty-Three Dollars and Eighty-One Cents ($2,591,943.81) during the extended term of the Agreement.
NOW, THEREFORE, incorporating the recitals set out above, the parties hereto mutually agree to the following amendment to the Agreement:
1. Section 1, Scope of Services, is hereby amended as described in Exhibit "A-1," attached hereto and incorporated herein.
2 Section 2, Term, is hereby amended to extend the term of the Agreement to December 31, 2025.
Section 3, Compensation/Payment, is hereby amended to increase the compensation in the amount of Three Hundred Six Thousand Eight Hundred Fifty Dollars anc Eighty-One Cents ($306,850.81), for a total contract amount of Two Million Five Hundrec Ninety-One Thousand Nine Hundred Forty-Three Dollars and Eighty-One Cents ($2,591,943.81) during the extended term of the Agreement, as described in Exhibit "B-1," attached hereto and incorporated herein.
1 All other terms and conditions of the Agreement between the parties, which are not inconsistent with the terms of this First Amendment, shall remain in full force and effect as if fully set forth herein.
[SIGNATURES ON FOLLOWING PAGE.]
2 IN WITNESS WHEREOF, the parties hereto have caused this First Amendment to Professional Consultant Services Agreement to be duly executed the day and year first above written.
CITY OF RIVERSIDE, HDR ENGINEERING, INC., a
a California charter city and municipal Nebraska corporation, authorized to do corporation business in the State of California
By:
Interim City Manager Print Name:_
Title: Senior Vice President
(Signature of Board Chair, President, or
Vice President)
Attest:
City Clerk
and
Certified as to Availability of Funds: By:_
Print Name:
Title:
(Signature of Secretary, Assistant
By:_ Secretary, CFO, Treasurer, or Assistant
Chief Financial Officer Treasurer
APPROVED AS TO FORM:
BISM
By:_
Brandon Mercer
Senior Deputy City Attorney
21-0052.1 BSM 10/12/22
EXHIBIT "A-1"
SCOPE OF SERVICES
Scope of Services
Project Objective
HDR Engineering, Inc. ("CONSULTANT") will provide engineering services ("SERVICES") to the City of Riverside, California ("CITY"), encompassing a Scope of Work to complete the plans, specifications and estimates for the Third Street Grade Separation Project.
Project Description
The Third Street Grade Separation Project includes the following key components:
1. Approximately 1,300 feet of new 4-lane roadway.
2. Approximately 1,700 feet of secondary street widening and improvements.
3. Approximately 8,500 feet of new main line BNSF tracks.
4. New concrete four track railroad bridge.
5. Full closure of the existing at-grade crossing for duration of construction
6. Pump station and water detention pond.
7. New storm drain piping at underpass.
8. New 60" to 78" MPD flood control storm drain system.
9. Approximately 1800 If of retaining walls.
10. Modifications to multiple private properties.
11. Modifications to the existing Riverside Canal.
12. Modification to existing traffic signals.
13. Traffic signage and striping.
14. Temporary traffic detours during construction.
15. Landscaping and associated irrigation.
16. Utility relocation coordination.
Scope of Work
The following scope of work has been prepared by CONSULTANT for the CITY for the Third Street Grade Separation Project final design. The work to be performed includes the following tasks.
Task 1 - Preliminary Site Investigation
This task includes preparation of plans, permitting, field investigation, and reporting of the results for 21 parcels. The objective of this task is to meet the environmental commitment to conduct a PSI and satisfy the Caltrans requirements for a site investigation.
1.1 Scope
HDR will prepare a Preliminary Site Investigation (PSI) Work Plan that will describe the sampling and analysis program, means and methods to be used, and objectives for characterizing soil to support property acquisition and engineering design for 21 parcels.
HDR will prepare a site-specific Health and Safety Plan that will describe the hazards, mitigations, and procedures to be used during onsite work for the PSI.
After receiving approval on the Work Plan and Health and Safety Plan submittals, HDR will mobilize to the Project area to drill borings and collect soil samples. Locations will be marked for clearance by Underground Service Alert of Southern California. Proposed drilling locations will also be cleared for subsurface obstructions by a geophysical survey provider. The geophysical surveyors will also conduct a site survey for a possible UST on the 2560/2570 3 Street property (APN 211-021-004).
A C-57 licensed driller will advance up to 66 borings to a maximum depth of 30 feet bgs.
Samples will be analyzed by a NELAP-certified environmental laboratory for VOCS, TPH, metals, Herbicides, Pesticides, PCBs, perchlorate and/or aerially-deposited lead, depending on the depth, location, and contaminants of concern. Aerially-deposited lead samples will be collected from unpaved sampling locations only. Up to 307 primary samples will be collected.
QA/QC samples will include field duplicates, collected at a rate of 1 duplicate per 10 primary samples. Field equipment blanks will also be collected at a rate of 1 blank per day of sampling.
Sampling locations will be surveyed using a hand-held GPS receiver so that the coordinates may be accurately mapped. Investigation-derived waste will be placed in drums and contained for proper offsite-disposal.
HDR will prepare a PSI Report summarizing the field activities, providing the laboratory analytical data, discussing the results, and providing recommendations, as necessary. Aerially deposited lead survey data will be analyzed for their 95% UCL concentrations using ProUCL, per Caltrans requirements.
All work will be conducted by or under the direct supervision of a California licensed Professional Geologist with expertise in site characterization and environmental remediation.
1.2 Schedule
• Draft Work Plan and Health and Safety Plan submittal approximately 5 weeks after NTP.
• Submittal of Draft Work Plan and HASP to Caltrans D8 after reviews and revisions are completed.
• Allow approximately 2-4 weeks for Caltrans review.
• Submit final Work Plan after responding to Caltrans comments and await final approval to proceed.
• Sampling work can begin approximately 3 weeks after final approval of the Work Plan, and the duration will be approximately 2 weeks.
• All laboratory data will be received by 3 weeks after the completion of field sampling. • Draft PSI Report submittal approximately 4 weeks after receipt of all laboratory data. • Final PSI Report submittal approximately 2 weeks after receipt of all comments.
1.3 Task Deliverables
• PSI Work Plan (draft and final)
• Health and Safety Plan (draft and final)
• PSI Report (draft and final)
1.4 Assumptions
• The Work Plan, Health and Safety Plan, and PSI Report will require review and approval from Caltrans District 8. Up to two (2) revisions and re-submittals are assumed for each deliverable to obtain Caltrans approval.
• The fee estimate includes up to the 60 borings and 280 samples listed in Table 1.
Additional sampling and analysis will be on a time and materials basis. • One conference call meeting with Caltrans, lasting 1 hour each, is included for each of the three deliverables - 3 calls total.
• No traffic control will be necessary, as all drilling and sampling locations will be located outside of public rights-of-way.
• Rights of entry to all properties will be negotiated and provided by the client. • We assume that the City's rights-of-entry agreements to the parcels to perform this work includes permission to stage drums of waste pending analytical results and disposal. • Scope assumes that up one railroad flagger/inspector will be required on site for up to three days. Railroad fees will not exceed $17,000.
• No work will be conducted inside buildings, and all sampling locations will be accessible to a truck-mounted Geoprobe rig.
• Groundwater sampling is not included because the depth to groundwater exceeds 100 feet bgs in the Project area.
• Soil vapor sampling is not included because the proposed Project does not include enclosed habitable structures.
• The estimate provided does not include any post-report and construction services.
Table 1. Proposed Boring Locations and Analysis Plan
Full Take Parcels
APN Type of
Historical Uses* ISA Status / Comments Proposed PSI Explorations Address Acquisition
Industrial and warehouse uses by
various occupants at least 1930- Due to long-term historical industrial use of 1 bore: 30 ft bgs, samples at 0, 2.5, 5, 10, 20, 30 present). Of note, occupants have the property, the potential exists for 1 bore: 20 ft bgs, samples at 0, 2.5, 5, 10, 20 210-190-013 included Hunter Engineering Company, subsurface contamination to be present from 3 bores: 5 ft bgs, samples at 0, 2.5, 5 Full a metal processing equipment undocumented releases. Suspected 2665 3rd Street manufacturer (1945-1955), Bridgeport contaminants include volatile organic Analytes:
Brass Plant 1960), Reds Precision compounds (VOCs), total petroleum VOCS & TPH - all samples Welding (1981), and L R Miller Compan hydrocarbons (TPH), and metals. Metals - 0, 2.5, 5 ft samples an automotive company (1981, 1986)
Due to long-term historical industrial use of
: property is associated with a lar
ility that included the address the property, the potential exists for 2665 3rd Street. Industrial and subsurface contamination to be present from warehouse uses by various occupants undocumented releases. (at least 1930-present). Of note, King Singletary had a reported auto repair occupants have included cabinetry and shop and drum storage on the western 5 bores: 30 ft bgs, samples at 0, 2.5, 5, 10, 20, 30 upholstery shops, King Singletary portion of the property. Shallow soil samples 1 bore: 20 ft bgs, samples at 0, 5, 10, 20
Industrial Rentals, and L R Miller (up to 3 feet bgs) collected in oil-stained areas Company. in 1989 had detectable concentrations of 1 bore: 10 ft bgs, samples at 0, 2.5, 5, 10 210-190-023 TRPH. 2 bores: 5 ft bgs, samples at 0, 2.5, 5 Full King Singletary was reported as an
2675 3rd Street automobile repair shop with drum Closed Leaking Underground Storage Tank Analytes:
storage on the western portion and (LUST) case for King Singletary as of VOCS & TPH - all samples areas of oil staining. In 1989, shallow cember 1989. The case involved gasolin soil samples were collected up to 3 feet pacted soil discovered during removal of Metals - 0, 2.5, 5 ft samples plus 10 and 20 ft bgs and analyzed for VOCS, 7,000-gallon gasoline underground storage samples from 20 ft bore polychlorinated biphenyls (PCBs) and tank (UST). Contaminated soil was excavated total recoverable petroleum with minimal residual concentrations hydrocarbons (TRPH). TRPH was remaining.
detected in 1-foot and 3-foot samples Suspected contaminants of concern include up to 2,100 parts per million (ppm). VOCS, TPH and metals.
APN Type of Historical Uses
SA Status / Comments Proposed PSI Explorations
Address Acquisition
211-021-001 Due to long-term historical industrial use of 4 bores: 30 ft bgs, samples at 0, 2.5, 5, 10, 20, 30 Small box storage building and shed the property, the potential exists for 2 bores: 10 ft bgs, samples at 0, 2.5, 5, 10 3057 4th Street (1908); citrus packing facilities (1936- subsurface contamination to be present from 3069 4th Street Full 1969); various industrial/warehouse undocumented releases. Suspected Analytes:
2660 3rd Street occupants (1977-present). contaminants include VOCS, TPH, and metals. VOCS & TPH - all samples 2698 3rd Street Property is part of a larger Brownfields site. Metals - 0, 2.5, 5 ft samples 2 bores: 30 ft bgs, samples at 0, 2.5, 5, 10, 20, 30
Potential impacts to shallow soil from long- 1 bores: 10 ft bgs, samples at 0, 2.5, 5, 10 211-021-024 Full Former railroad corridor between at term historical railroad use. Suspected Analytes:
N/A least 1908 and 2012. contaminants include VOCs, TPH, metals, VOCS & TPH - all samples PCBs, and pesticide/herbicides.
Metals, PCBs, Pesticides/Herbicides - 0, 2.5, 5 ft
samples
Inter Ocean Cold Storage (1888-1891); Due to long-term historical industrial use of bores: 30 ft bes, samples at, 15, 3, 5, 10, 20, 211-021-028 fruit packing and shipping houses (1895-
the property, the potential exists for
1969). Railroad tracks were present on subsurface contamination to be present from / 1 bore: 10 ft bgs, samples at 0, 1.5, 3, 5, 10 3345 Full the property. Buildings were
Commerce undocumented releases. Suspected Analytes:
demolished by 1975, but the property contaminants include VOCS, TPH, metals, anc Street appeared to remain in use for outdoor VOCS & TPH - all samples storage. PCBs.
Metals, PCBS - 0, 1.5, 3, 5 ft samples
3 bores: 5 ft bgs, samples at 0, 1.5, 3, 5
Potential impacts to shallow soil from long- Analytes:
211-022-026 Full Former railroad corridor between at term historical railroad use. Suspected VOCS & TPH - all samples N/A least 1908 and 2012. ntaminants include VOCs, TPH, met:
Bs, and pesticides/herbicid Metals, PCBs, Pesticides/Herbicides - 0, 1.5, 3, 5 ft samples
211-022-031
3465 Orchards (1888-1895); Railroad grounds Due to long-term historical industrial and 3 bores: 5 ft bgs, samples at 0, 1.5, 3, 5 Commerce with railroad spurs (1895); Fertilizer railroad use of the property, the potential Analytes:
Street Full storage building (1908); Ammonia exists for subsurface contamination to be VOCS & TPH- all samples 3467 storage 1950-1965); Vacant 1968- present from undocumented releases.
Commerce present), although railroad spurs Suspected contaminants include VOCS, TPH, Metals, PCBs, Pesticides/Herbicides - 0, 1.5, 3, 5 remained. metals, PCBs, and pesticides/herbicides. ft samples Street
3120 5th Street
Partial Take Parcels
Type of
APN Historical Uses* ISA Status Comments Proposed PSI Explorations Acquisition
Hardwood floor company (1930-1981);
210-190-016 Richgrove Company, fresh produce
Partial wholesaler (2014-2017); Blue Banner No known hazardous waste concerns noted. No recommendations at this time. 2509 3rd Street Company, Inc. (Blue Banner), citrus
processing plant (current occupant).
1 bore: 20ft bes, samples at 0, 1,5, 3, 5, 10, 20,
Potential impacts to shallow soil from long-
210-190-021 term historical railroad use. Suspected Analytes:
Partial Railroad corridor since at least 1908. VOCS & TPH - all samples N/A contaminants include VOCs, TPH, metals, PCBs,
and pesticides/herbicides.
Metals, PCBS, Pesticides/Herbicides - 0, 1.5, 3, 5
ft samples
Due to long-term historical industrial use of the
211-021-003 property, the potential exists for subsurface 1 bore: 10 ft bgs, samples at 0, 2.5, 5, 10 2580 3rd Street Trucking Company (1977, 1981), Evans contamination to be present from Analytes:
2582 3rd Street Partial, TCE Fix All Company (1990-2002), and A&A undocumented releases. Suspected VOCS & TPH - all samples Smog (2004-2014). The property was a contaminants include VOCS, TPH, and metals. 2584 3rd Street paved parking lot by 2012. Metals - 0, 2.5, 5 ft samples Property is part of a larger Brownfields site.
Due to long-term historical industrial use of the Geophysical survey; eventual removal of UST if property, the potential exists for subsurface
found; over-excavation and confirmation
211-021-004 Gas pump sales and service (1950- sampling as required 2560 3rd Street Partial, TCE 2001); Joyce Coricelli Bikers Zone 1 bore: 10 ft bgs, samples at 0, 2.5, 5, 10 (2004). Paved parking lot (2014- Property is part of a larger Brownfields site. 2570 3rd Street present). Analytes:
VOCS & TPH - all samples
Metals - 0, 2.5, 5 ft samples
1 bore: 10 ft bgs, samples at 0, 2.5, 5, 10
Residential (1950-1989); Parking lot Analytes:
211-021-005 Partial, TCE (2002-present). VOCS & TPH - all samples and metals.
Metals - 0, 2.5, 5 ft samples
Type of
APN Historical Uses* ISA Status / Comments Proposed PSI Explorations Acquisition
No evidence of releases reported at this
Residential (1931-1949); Parking lot
property.
211-021-022 (1953); Vacant 1959-1978); various
Partial commercial and office facilities (1990. hallow soil samples collected and analyzed for No recommendations at this tim 2544 3rd Street present). Historical gasoline station /OCs, TRPH and PCBs in oil-stained areas c (1989-1990). southwest portion of property did not reveal evidence of contamination.
ue to long-term historical industrial use of th
-emon curing and fertilizer storage roperty, the potential exists for subsurfa 1908); Riverside Fertilizer Works and contamination to be present from 211-021-023 Hansen & Gully Lumber Company Yard undocumented releases. Property is part of a 2618 3rd Street (1945-1981). Property redeveloped larger Brownfields site. 2 bores: 20 ft bgs, samples at 0, 1.5, 3, 5, 10, 20 2620 3rd Street with the existing building, which was Riverside Fertilizer Works listed as an inactive 3 bores: 10 ft bgs, samples at 0, 2.5, 5, 10 2622 3rd Street Partial, TCE occupied by City of Riverside (1980 Department of Toxic Substances Control Analytes:
3009 4th Street 1986); Pure Gro Company, Crop (DTSC) EnviroStor site. Perchlorate was VOCS, TPH, perchlorate - all samples 3021 4th Street Production Services, and Western Farm reported as a potential contaminant of Metals - 0, 2.5, 5 ft samples 3033 4th Street Services (1986-2017); and All Access concern. However, no assessments were Services, an equipment rental facility reported to have been performed. Suspected (2018-present). contaminants include VOCs, TPH, perchlorate, and metals.
Sheet metal works and body/paint shop Property has been used for commercial/office 211-021-027 (1950-1955); Various commercial/office use since 1966. Shallow soil sampling Partial, TCE facilities (1966-2009). Current occupant performed in 1990 in areas of oil staining did No recommendations at this time. 2530 3rd Street
is not known. not indicate the presence of contamination. 1 bore: 10 ft bgs, samples at 0, 2.5, 5, 10
Riverside Irrigation Canal No. 1 Potential for shallow soil contamination Analytes:
213-060-016 Partial alignment just north of 3rd Street, since associated with adjacent railroad. Suspected N/A at least 1908 surrounded by railroad contaminants include VOCS, TPH, metals, PCBS, VOCS, TPH - all samples tracks and pesticides/herbicides. Metals, PCBs, Pesticides/Herbicides - 0, 2.5, 5 ft samples
Type of
APN Historical Uses* ISA Status / Comments Proposed PSI Explorations Acquisition
Due to long-term industrial and railroad use of
the property, the potential exists for
213-142-015 Railroad tracks (1908); Building for subsurface contamination to be present from 3 bores: 20 ft bgs, samples at 0, 1.5, 3, 5, 10, 20 vehicles (1950-1965); fruit packing undocumented releases. Suspected 1 bore: 10 ft bgs, samples at 0, 1.5, 3, 5, 10 3310 Vine contaminants include VOCS, TPH, and metals.
Street Partial, TCE 1 bore: 5 ft bgs, samples at 0, 1.5, 3, 5 Property was part of the Royal Citrus Compan Analytes:
(Former 3312 building remained until 1989). Smart at 3312 Vine Street. Five USTs were removed ir Vine Street) and Final (1994-present). 1992 on northern portion of this property VOCS, TPH - all samples Impacted soil was excavated, bioremediated Metals - 0, 1.5, 3, 5 ft samples and spread throughout property prior to
edevelopment as a Smart and Fina
Riverside Irrigation Canal No. 1 1 bore: 20 ft bgs, samples at 0, 1.5, 3, 5, 10, 20 alignment, just south of 3rd Street, Potential for shallow soil contamination Analytes:
213-142-021 west of the Burlington Northern Santa associated with adjacent railroad. Suspected N/A Partial VOCS, TPH- all samples
Fe (BNSF) railroad tracks. The canal has contaminants include VOCS, TPH, metals, PCBS, been present since at least 1908 and pesticides/herbicides. Metals, PCBs, Pesticides/Herbicides - 0, 1.5, 3, 5 surrounded by railroad tracks. ft samples
2 bores: 20 ft bgs, samples at 0, 1.5, 3, 5, 10, 20
213-142-023 Potential impacts to shallow soil from long- Analytes:
Partial Railroad corridor since at least 1908. term historical railroad use. Suspected VOCS, TPH-all samples N/A contaminants include VOCS, TPH, metals, PCBS,
and pesticides/herbicides. Metals, PCBS, Pesticides/Herbicides - 0, 1.5, 3, 5 ft samples
TCE only Parcels
Type of
APN Historical Uses* ISA Status / Comments Proposed PSI Explorations Acquisition
Due to long-term industrial use of the property,
the potential exists for subsurface
Citron storage/curing building and contamination to be present from bore: 10 ft bes, samples at 0, 2.5, 5, 210-190-020 reparing/boiler room (1908); Cresme
2601 3rd Street TCE Manufacturing Company (1950-early undocumented releases. Suspected Analytes:
contaminants include VOCS, TPH, and metals.
2609 3rd Street 1960s); Blue Banner Company (1968- VOCS, TPH- all samples present). Closed LUST case as of October 1996. The case durine pasoline and use soil discovered Metals - 0, 2.5, 5 ft samples Potential impacts to shallow soil from long- 1bore: bore: ft ft bes, samples at 0, 1,5,3,5, 210-190-014
Railroad corridor between at least 1908 term historical railroad use. Suspected Analytes:
Not applicable TCE and 2012. contaminants include VOCS, TPH, metals, PCBS, (N/A) and pesticides/herbicides. VOCS, TPH - all samples Metals - 0, 1.5, 3, 5 ft samples
Due to long-term railroad and outdoor storage 3 bores: 10 ft bes, samples at o, 2.5,5, Railroad tracks (1908 - 2002); Outdoor use, the potential exists for subsurface 213-060-026 contamination to be present from
TCE storage (2002-2017); Packing house self undocumented releases. Suspected Analytes:
3111 3rd Street storage (2018-present). VOCs, TPH - all samples contaminants include VOCs, TPH, metals, PCBs,
and pesticides/herbicides. Metals - 0, 2.5, 5 ft samples Building present (1931); Krinard Packing ue to long-term historical industrial use of the 2 bores: 5 ft bgs, samples at 0, 2.5, 5 213-060-027 Company (1936-1939); Zilen Citrus roperty, the potential exists for subsurface contamination to be present from Analytes:
3280 Vine TCE Company (1950-1955); Montgomery
Ward (1957-1965); and various other undocumented releases. Suspected VOCS, TPH - all samples Street contaminants include VOCS, TPH, metals, and
commercial tenants (1966-present). Metals, PCBs - 0, 2.5, 5 ft samples Type of
APN Historical Uses* ISA Status / Comments Proposed PSI Explorations Acquisition
Due to long-term industrial and railroad use of
Railroad mainline tracks passed through
the property, the potential exists for subsurface
this property since at least 1908. Building contamination to be present from 213-142-028 for vehicles, citrus packing houses, and undocumented releases. Suspected lumber company (1950-1965). The contaminants include VOCS, TPH, metals, PCBS, 3350 Vine packing houses were vacant, and
Street; TCE and pesticides/herbicides. No recommendations at this time.
Property was part of the Royal Citrus Company
(Former 3312 at 3312 Vine Street. Five USTs were removed i Vine Street) on the property until at least 1989. 992 near the southeast corner of Vine Stree Vacant and graded (1994); Office Max and 3rd Street (see 3310 Vine Street). Impacted (1999-present). soil was excavated, bioremediated, and spread throughout property prior to redevelopment.
Orchards (1888-1895). Hammond Due to long-term industrial use of the property, 213-142-030 Lumber Company (1908-1965); West the potential exists for subsurface TCE contamination to be present from No recommendations at this time. 3480 Vine 023894202, 076 1069) undocumented releases. Suspected Street contaminants include VOCS, TPH, metals, and
006-presen
PCBS.
Orchards (1888-1895). Hammond Due to long-term industrial use of the property, 3 bores: 5 ft bgs, samples at 0, 1.5, 3, 5 | 213-212-015 Lumber Company (1908-1965); West the potential exists for subsurface contamination to be present from Analytes:
3550 Vine TCE ast Steel Products (1968, 1969
acant (1994-2002); Office buildir undocumented releases. Suspected VOCS, TPH - all samples Street (2006-present). contaminants include VOCS, TPH, metals, and PCBS. Metals, PCBS - 0, 1.5, 3, 5 ft samples
EXHIBIT B-1
COMPENSATION
City of Riverside - 3rd Street Proposal
304,75 S 142.05
TOTAL CHOR ONC
LABOR TOTAL LABOR
Task Descripton OOLLARS TOTAL COST
- Task 1 Preliminary Ste investigaton
Proliminary she investignton T10A5301S1a0r00 3 100000 5 7000003 4000003 404R003 1.090.00 311150 1255811
Other Dinet Costs
TOTAL LABOR
10.08 306,258.31