Hashmi Quazi, PhD, PE, GE - Converse Consultants
Hashmi Quazi, PhD, PE, GEPrincipal in Charge/Project ManagerDr. Quazi has 31 years of experience providing geotechnicalengineering services and has earned a reputation for providingquality work in an honest and ethical manner, on time andwithin budget.In his capacity as Principal in Charge or Project Manager, Dr.Quazi provides quality control, budget oversight, and technicalassistance on various types of projects, including pipelines,wastewater treatment plants, reservoirs, and other relatedstudies. He has supervised site investigations and preparedtechnical reports for facilities located in areas of highliquefaction potential and difficult subsurface conditions.Dr. Quazi is also responsible for the operation andmanagement of our offices in Redlands, Monrovia, CostaMesa, Palm Desert and Palmdale.Relevant ExperiencePipelinesLa Sierra Pipeline (WMWD), Riverside County, CA. Principalin Charge. Provides technical oversight and budget control forthe geotechnical investigation report. The project consisted ofapproximately 21,000 linear feet of 24-inch diameter waterpipeline, installed along La Sierra Avenue and the RiversideCounty Flood Control Arlington Channel, Arizona Channel,and Line C-1 Channel. The alignment was located in the Cityof Riverside and the adjacent unincorporated portion ofRiverside County, California.EDUCATION Ph.D., Civil Engineering, Universityof Arizona, 1987M.S., Civil Engineering, ArizonaState University, 1982B.S.,BangladeshEngineeringUniversity, 1978REGISTRATIONS/CERTIFICATIONS California, Civil Engineer, #46651California, Geotechnical Engineer,#2517PROFESSIONAL MEMBERSHIPS American Society of Civil Engineers(ASCE)American Water Works Association(AWWA)American Council of EngineeringCompanies (ACEC)Simpson Road Sewer Pipeline Repair (EMWD), Menifee,CA. Principal in Charge. Provides technical oversight andbudget control for the geotechnical observation and materialstesting. The project consists of excavation and replacement of the upper portion of the backfill ina sewer pipeline trench along the approximate centerline of Simpson Road between RoseMeadow Drive and Lindenberger Road in Menifee, California. The subject sewer pipeline wasinstalled in approximately 2007 at a depth of 6 to 8 feet below ground surface. In early 2012,cracking and settlement was observed in the asphalt concrete pavement overlying the sewertrench. Settlement of up to approximately an inch has occurred in some areas. Previouslyexcavated test pits have encountered high moisture contents in the sub-grade soils.Perris Valley Pipeline, Metropolitan Water District, Perris, Riverside County, CA. Principal inCharge. Provided technical and budget oversight, resource allocation and contract managementfor the geotechnical investigation. The project involved construction of a 96-inch diameter waterpipeline with a total length of 3.0 miles; turnout structure no. 2 and 3; manhole; and meter vault.Illinois Street Pipeline, Riverside County, CA. Principal in Charge. Provided technical andbudget oversight, resource allocation and contract management for the geotechnical investigation
Hashmi Quazi, PhD, PE, GEPrincipal in Charge/Project Managerand observation and materials testing for the project. The project consisted of 4,450 linear feet ofa new 12-inch PVC pipeline at Illinois Street from Strickland Avenue to the existing Lash BoosterPump Station and Lash Avenue. The pipeline will cross under Riverside Drive, designation atHighway 74, accomplished by jacking and boring a 20-inch steel casing under the road andinserting the 12-inch water pipeline inside.Benson Avenue Sewer Siphon, Chino, CA. Principal in Charge. Provided technical oversightand budget allocation for the materials testing and inspection services. The project consisted ofinstalling approximately 544 linear feet of two 8-inch diameter HDPE pipes within a 24-inchdiameter HDPE casing under the State Route (SR)-60 Freeway using the horizontal directionaldrilling (HDD) method. The bore hole size was 36-inch in diameter. The siphon inlet was at theintersection of Benson Avenue and Portsmouth Street and the outlet was at the intersection ofBenson Avenue and Harrison Street.Quadrant II Water Main Replacement, Chino, CA. Principal in Charge. Provided technicaloversight and budget allocation for the geotechnical investigation and materials testing andinspection services. The project was provided in phases and included the design of 5,098 linearfeet of 8-inch diameter polyvinyl chloride (PVC) with a typical depth to pipeline invert of 50inches below existing ground surface (bgs). The pipelines were located at various streetsthroughout Chino, California. The pipelines were installed using the open cut-and-covertechnique.Jackson Street Recycled Water Main, Riverside, CA. Principal in Charge. Provided technicaloversight and budget allocation for the geotechnical investigation. The project includedapproximately 2,450 linear feet of 8-inch diameter ductile iron pipeline installed in 24-inchdiameter casings originating from an existing recycled water pipeline at the intersection of VanBuren Boulevard and Central Avenue and continuing east along Central Avenue in Riverside,California. The project used bore-and-jack crossing under Union Pacific Railroad crossing.Cactus Feeder II Pipeline, Moreno Valley, CA. Provided technical oversight and budgetallocation for the geotechnical investigation and well monitoring installation. The Cactus IIFeeder Pipeline project consisted of approximately 29,700 linear feet of 36-inch to 48-inchdiameter water pipeline. The pipeline construction also included four turnout facilities. Thealignment originates at the existing Cactus I Feeder transmission pipeline at the southeastcorner of the Cactus Avenue and Heacock Street intersection. It continues along CactusAvenue, Indian Street, Alessandro Boulevard, Moreno Beach Drive, Perris Boulevard, andNason Street. The pipeline construction also included four turnout facilities.Santana River Trail Sewer Pipeline, Corona, CA. Principal in Charge. Provided technicaloversight and budget allocation for the materials testing and inspection services. The projectconsisted of approximately 415 linear feet of overall sewer pipeline to be constructed and 70linear feet of existing sewer pipeline to be encased in concrete at the Santana River TrailStaging Area in Corona, California. The project included trench backfill, concrete slab andasphalt concrete replacement.Euclid Avenue Pipeline & Wells, Chino, CA. Principal in Charge. Provided technical andbudget oversight, resource allocation and contract management for the geotechnical investigation.The project consists of 13,000 linear feet of pipeline alignment and well locations along EuclidAve. in Chino, California. The pipelines consist of 3,600 linear feet of 6-inch diameter
Hashmi Quazi, PhD, PE, GEPrincipal in Charge/Project Managerpressurized water main; 2,100 linear feet of 6-inch diameter raw water pipeline; and 5 segmentstotaling 8,300 linear feet of 4-inch, 6-inch and 12-inch diameter raw water pipeline.Magnolia Techite Pipeline, Riverside, CA. Principal in Charge. Provided technical and budgetoversight, resource allocation and contract management for the geotechnical investigation andobservation and materials testing for the project. The project involved a pipeline of 5,540 linearfeet of 42-inch diameter CML&C steel with an option of 36-inch diameter. The typical depth topipe invert was approximately 8 feet below existing ground surface (bgs). The pipeline wasinstalled using the open cut-and-cover technique.Irvine Park Water Pipeline, Irvine, CA. Principal in Charge. Provided technical oversight andbudget allocation for the materials testing and inspection services. The project involved theinstallation of modern domestic waterlines within Irvine Regional Park, part of the OrangeCounty Parks system.27th Street Water Main, Long Beach, CA. Principal in Charge. Provided technical oversight andbudget allocation for the materials testing and inspection services. The project consisted ofreplacing existing water line with 4,100 linear feet of cast iron pipe on East 27th Street, ElmAvenue, Pasadena Avenue, Linden Avenue and Via Passilo in the City of Long Beach,California.California Avenue Sewer, Corona, CA. Principal in Charge. Provided technical oversight andbudget allocation for the materials testing and inspection services. The project includedconstruction of 9,050 feet of VCP sewer line, 800 feet of two parallel 12-inch HDPE force mainsand jack operation with a 27-inch casing.EM-11 Pipeline & Pump Station, Winchester Area of Riverside County, CA. Principal inCharge. Provided technical and budget oversight, resource allocation and contract managementfor the geotechnical investigation. The EM-11 project consisted of a large (60 to 72-inch)diameter pipeline which originated from the proposed EM-11 pump station and traverse northapproximately 10 to 12 miles to a tank farm north of Simpson Road in the Winchester Area ofRiverside County, California. The EM-11 pump station and turnout structure sites hads not beenselected yet, however, it is anticipated one pump station will be located near the EM-11 turnout.Additional pump stations and turnout facilities may be required along the selected alignment.Big Bear Lake Water System Improvements, Big Bear Lake, CA. Principal in Charge.Provided technical and budget oversight, resource allocation and contract management for thegeotechnical investigation and observation and materials testing for the project. The Big BearLake water system improvements, distribution and transmission main replacement projectconsisted of 6 planned pipeline alignments with a total of approximately 8,630 linear feet. Theproject included replacement/relocation of water services, installation of fire hydrants andconstruction of three well sites.OMUC Phase 2 Pipeline, Ontario, CA. Principal in Charge. Provided technical and budgetoversight, resource allocation and contract management for the geotechnical investigation andobservation and materials testing for the project. The project consisted of the construction of22,000 linear feet of 8-inch and/or 12-inch diameter water distribution mains and appurtenances forthe City of Ontario Municipal Utilities Company pressure zone in 9 locations throughout the City ofOntario, California.
Hashmi Quazi, PhD, PE, GEPrincipal in Charge/Project ManagerVan Buren Blvd. Water Pipeline, Jurupa Valley & Riverside, CA. Principal in Charge. Providedtechnical and budget oversight, resource allocation and contract management for the geotechnicalinvestigation. The project involves the design of approximately 6,500 feet of 18-inch diameter waterpipeline along Van Buren Boulevard from Jurupa Avenue to Limonite Avenue. Most of this pipe isparallel to the portion of the force main along Van Buren Boulevard, except for approximately 1,700feet from the intersection of Van Buren Boulevard and Studio Place to Van Buren Boulevard andLimonite Avenue.Perris & Elder Pump Station & Pipeline, Redlands, CA. Principal in Charge. Providedtechnical and budget oversight, resource allocation and contract management for the geotechnicalinvestigation, geotechnical observation and materials testing. The proposed booster pump station(BPS) building footprint is 40 feet by 100 feet and consisted of a concrete masonry buildingfounded on continuous foundations and 5 vertical pump cans with a depth of 13 feet. Eachpump is to have 1,870 gallons per minute (gpm) capacity, for a total initial BPS capacity of 5,600gpm. Each vertical pump can will be installed at 13 feet below grade. The building constructedto house the pump station equipment will also include electrical and generator rooms. Theproject also included the installation of 3,215 linear feet of 30-inch diameter cement-mortarlined and coated (CML&C) steel pipe to connect the new BPS to existing infrastructure.Hemlock & Redlands Booster Pump Station & Pipeline, Redlands, CA. Principal in Charge.Provided technical and budget oversight, resource allocation and contract management for thegeotechnical investigation and construction phase. The project included the installation of 3,000gpm capacity vertical pump cans, a 30 foot x 20 foot control and equipment building, and a 1,400l.f. of pipeline exiting the new booster pump station (BPS) site and running north along RedlandsBoulevard in Moreno Valley, California. The pipeline was 24 inches in diameter with an invertdepth of approximately 6 to 8 feet bgs. Open cut and cover technique was used to install thepipeline.Minnesota Road Water Line Improvements, El Cerrito Area, Riverside County, CA. Principalin Charge. Provided technical oversight and budget allocation for the geotechnical investigation.The project consisted of approximately 1,760 linear feet of 8-inch diameter ductile iron pipe(DIP), to be installed along Minnesota Road, Jolora Avenue, and a small section of Santa AnitaStreet in the El Cerrito area of Riverside County, California. The proposed pipelines connectedto existing infrastructure located on Minnesota Road, Arcadia Street, Santa Anita Street, SantaRita Street, and Temescal Canyon Road. The pipe was installed using open cut and covertechniques.Beaumont Avenue Recharge Facility Pipeline, Beaumont, CA. Principal in Charge. Providedtechnical oversight and budget allocation for materials testing and inspection services. Thepipeline alignment was located in Beaumont, CA at the corner of Orchard St. and MountainView Ave. The 6,720 foot pipe was 24-inch in diameter and depth to pipe invert was within 10feet bgs. Cut and cover techniques were used to install the pipe along most of the alignment,except across two drainage channels where a bore and jack technique was used. A 12’ x 12’prefabricated building was planned at the corner of Mountain Avenue and Orchard Street tohouse pumping equipment.Gardner Avenue & Pansy Street Water Pipeline, Riverside, CA. Principal in Charge. Providedtechnical oversight and budget allocation for materials testing and inspection services. The
Hashmi Quazi, PhD, PE, GEPrincipal in Charge/Project Managerproject included construction of approximately 1,282 linear feet of 12-inch diameter PVCwaterline along Gardner Avenue and 815 linear feet of 8-inch diameter PVC waterline alongPansy Street in Riverside, California. The pipelines were installed using the open cut-and-covermethod.‘A’ Street Water Pipeline Replacement, Riverside County, CA. Principal in Charge. Providedtechnical oversight and budget allocation for the geotechnical investigation. The project wasperformed for the Eastern Municipal Water District (EMWD) and located at ‘A’ Street andFrontage Road in unincorporated Riverside County, California. The pipe was a 408 linear footlong 24-inch-diameter cement mortar lined and coated welded steel pipe (CML/CMC) and thetypical depth to the top of the pipe varied from 5 to 10 feet bgs. The pipeline was installed usingthe open cut-and-cover and bore-and-jack techniques.Pettit Pressure Reducing Station & Pipeline, Moreno Valley, CA. Principal in Charge.Provided technical oversight and budget allocation for the geotechnical investigation. Theproject consisted of approximately 29,700 linear feet of pipeline to be installed at CactusAvenue, Indian Street, Alessandro Boulevard, and Perris Boulevard in the City of MorenoValley, California. The Pettit Regulated Pressure Zone (RPZ) consisted of of 4 pressureregulating stations with the size of 9.5’x17.5’, 9’x17’, 6’x17.5’ and 5.5’x17.5’. The pressurereducing station enclosures will be 8”x8”x16” CMU walls or wrought iron with removable roof.The enclosures will be founded on shallow foundations and 8” thick concrete slabs-on-grade.Linares Avenue Sewer Lift Station, Jurupa Valley, CA. Principal in Charge. Provided technicaloversight and budget allocation for the construction phase of the project. The project consistedof installation of approximately 3,347 linear feet of 12 inch CML/CMC steel pipe, 2,988 linearfeet of 18 inch PVC force main, and 1,125 linear feet of 10 inch PVC force main pipeline inJurupa Valley, Riverside County, California. The pipeline trench depth ranged up toapproximately 7 feet in depth below the existing elevation to the pipe invert. The sewer liftstation included a wet well, valve vault, flow meter vaults, check valve vault, aggregate concretepaving, and a 6 foot high perimeter wall at the south end of the Linares Avenue Sewer LiftStation site.Bogert Trail Sewer Lift Station, Palm Springs, CA. Principal in Charge. Provided technicaloversight and budget allocation for the geotechnical investigation. The project consisted ofinstalling a new lift station and a force main that will pump and convey sewer flow from theeastern upstream manhole to the western downstream manhole. The existing sewer siphon willbe protected in place as a future bypass of the new lift station or be abandoned in place. Thenew lift station includes a precast concrete 4' or 5' diameter circular wet well structure. There willbe a concrete, steel or fiber-reinforced plastic (FRP) dry pit next to the wet well where pumpswill be installed.Jurupa Community Services District, Regional Lift Station Replacement, Riverside County,CA. Principal in Charge. Provided technical and budget oversight, resource allocation andcontract management. The regional lift station was 40 feet by 80 feet in dimension. The depth ofthe lift station wet well varied between 30 and 35 feet below existing ground surface (bgs). Thelift station was constructed of cast-in-place reinforced concrete. There was an operating liftstation on the eastern part of the property. On the south side of the lift station there was a motor
Hashmi Quazi, PhD, PE, GEPrincipal in Charge/Project Managerand mechanical control structure. On the west side of these buildings there were two storagebuildings. The southern storage building was demolished and the lift station was constructed inits place.Home Gardens Water Transmission Line, Corona, CA. Principal in Charge. Providedtechnical oversight and budget allocation for the geotechnical investigation. The projectconsisted of approximately 13,800 linear feet of 24-inch-diameter water pipeline along JoyStreet, 3rd Street, Grand Boulevard, Quarry Street, El Sobrante Road, 6th Street, MagnoliaAvenue, and Grant Street in the City of Corona, Riverside County, California. The projectincluded two 2 jack and bore operations at Temescal Creek and the railroad crossing atMagnolia Avenue and El Camino Avenue. The pipe depth was generally 10 feet bgs and wasdeeper in certain places where it crossed existing utilities.Dos Palmas Pipeline & Pavement Rehabilitation, Victorville, CA. Principal in Charge.Provided technical oversight and budget allocation for the construction phase of the project. Theproject was located at Dos Palmas Road, Victorville, California and consisted of installing 5,000linear feet of 30-inch water pipeline and replacing the pavement with 3.5 inches of asphalt over8.0 inches of aggregate base.Old Town Victorville Pipeline Replacement, Victorville, CA. Principal in Charge. Providedtechnical oversight and budget allocation for the construction phase of the project. The projectconsisted of installing 9,300 LF of PVC C-900 and repaving the alleyways 3” HMA/8” Class ABfor approximately 105,000 square feet in old town Victorville between 1st Street and 7th Street,and D Street to Forrest Street.Fletcher Basin Project, Orange, CA. Principal in Charge. Provided technical oversight andbudget allocation for the geotechnical investigation. Consisted of the improvement andexpansion of a stormwater detention basin adjacent adjacent to the Santa Ana River channel.The planned design included expansion and re-excavation of the basin to provide increasedcapacity as well as recharge capability. Evaluated various slope configurations to optimizeconstructability while maximizing available recharge area.Jurupa Community Services District (JCSD) Water Pipeline Improvements, RiversideCounty, CA. Principal in Charge. Provided technical oversight and budget allocation for theconstruction phase of the project. The Jurupa Community Services District (JCSD) CapitalImprovement Projects construction sites were located in Riverside County, California. The waterpipeline construction took place on various streets in the Riverside area with a variety of pipesizes, and invert depths. These locations were Limonite Boulevard, Kenneth Street, HastingsBoulevard and Foxtail Lane.Romoland Booster Pump Station, Romoland, CA. Principal in Charge. Provided technicaloversight and budget allocation for the geotechnical investigation. The project consisted of anew booster pump station (BPS) and related pipelines will be constructed to replace the existingRomoland BPS. The new BPS will likely be a 40-foot by 20-foot masonry block wall buildingconstructed with slab-on-grade and founded on a shallow footing. There will be approximately1,000 linear feet of associated piping along the street with a depth to invert of approximately 5feet bgs.
Hashmi Quazi, PhD, PE, GEPrincipal in Charge/Project ManagerGlen Helen Regional Camp Pipeline, Devore Area, San Bernardino County, CA. Principal inCharge. Provided technical and budget oversight, resource allocation and contract managementfor the design and construction phase of the project. The subject site was located approximately700 feet northwest of the intersection of Glen Helen Road and Glen Helen Parkway in theDevore area of unincorporated San Bernardino County, California. The project includedimprovements to an existing restroom building and installation of additional recreational vehiclehook-ups. They also included installation of approximately 890 feet of 6-inch PVC waterpipeline, 938 feet of 6-inch VCP sewer pipeline, and a replacement leach field for the existingseptic tank.VVWRA Water Reclamation Plant Effluent Disposal System, Apple Valley, CA. Principal inCharge. Provided technical and budget oversight, resource allocation and contract managementfor the geotechnical investigation. The project consisted of approximately 15,000 linear feet ofsewer pipeline located within the Town of Apple Valley. The project also consisted of percolationareas including ponds and creek sections. The percolation areas were required to serve asdisposal facilities for treated effluent generated by two water reclamation plants; one in theTown of Apple Valley, and another in the City of Hesperia. The ponds were about 2 to 5 feetdeep.City of Ontario Sewer Diversion Projects, Ontario, CA. Principal in Charge. Providedtechnical and budget oversight, resource allocation and contract management for the geotechnicalinvestigation. The project consisted of the design and construction of pipelines at variouslocations in the City of Ontario, California. One pipeline consisted of approximately 3,325 linearfeet of 12-inch to 15-inch diameter vitrified clay pipeline (VCP) and the other of approximately2,210 linear feet of 8-inch to 10-inch diameter vitrified clay pipeline (VCP).Olive Avenue Sewer Improvements, Winchester Area of Riverside County, CA. Principal inCharge. Provided technical and budget oversight, resource allocation and contract managementfor the geotechnical investigation. The Olive Avenue Sewer Regional Improvement projectprovides service to existing and future developments within the Winchester Valley area, from LaVentana Road to Rice Road, in an unincorporated area of Riverside County, California. Theproject consisted of approximately 11,000 linear feet of gravity sewer ranging from 8-inches to36-inches in diameter. Pipe material was vitrified clay. Open cut-and-cover technique was usedto install the pipes.Mound Street Water Main Replacement, High Grove, CA. Principal in Charge. Providedtechnical and budget oversight, resource allocation and contract management for the geotechnicalinvestigation. The project consisted of the replacement of the Mound Street water main. Themain was approximately 5,380 linear feet of 8-inch ductile iron water pipeline. The alignment ofthe proposed water main replacement ran along Mound Street, Pacific Avenue, HighlandAvenue, Villa Street and Alleyways 1 and 2 within the Highgrove area of the County ofRiverside, California.Eastside Water Treatment Plant Pipeline & Well Extraction, Pearblossom, CA. Principal inCharge. Provided technical and budget oversight, resource allocation and contract managementfor the geotechnical investigation and percolation testing. The project site was located on theSoutheast and Southwest sides of the Intersection of E. Avenue U and 116 Street E., in theTown of Pearblossom, located in an unincorporated portion of Los Angeles County, California.The proposed project consisted of 5,000 linear feet of 12 to 20-inch-diameter distribution and
Hashmi Quazi, PhD, PE, GEPrincipal in Charge/Project Managercollection pipelines, five (5) extraction wells were constructed near the recharge basins alongwith five (5) 20 x 20 foot extraction well buildings.Wells No. 86, Perris, CA. Provided technical oversight and budget control for the geotechnicalinvestigation services. The project sites were located Riverside County, CA. Perris Well No. 86.was located west of Murrieta Road extension, approximately 800 feet south of San JacintoAvenue, in the City of Perris. The project involved planned construction of 9.5 feet wide by 17.5feet long masonry block building to house the electrical equipment. The project also involvedvarious pipelines, construction of a detention basin and other site improvements.Wells No. 87, Perris, CA. Provided technical oversight and budget control for the geotechnicalinvestigation services. Perris Well No. 87 is located at the intersection of Nuevo and Olivas inRiverside County. The project involved planned construction of a 9.5 feet wide by 17.5 feet longmasonry block building to house the electrical equipment. The project also involved variouspipelines, construction of a detention basin and other site improvements.Wells No. 88, Perris, CA. Provided technical oversight and budget control for the geotechnicalinvestigation services. Perris Well No. 88 is located to the northeast of the intersection of PicoAvenue and San Jacinto Avenue in the Nuevo area of Riverside County, California. The projectinvolved planned construction of 9.5 feet wide by 17.5 feet long masonry block building to housethe electrical equipment. The project also involved various pipelines, construction of a detentionbasin and other site improvements.Well No. 5, Oak Hills, CA. Principal in Charge. Provided technical oversight and budget controlfor geotechnical observation and material testing. The project site is located at the northwesterncorner of Bellflower Road and El Centro Road in in the County Service Area 70, ImprovementZone J, in the Oak Hills area of San Bernardino County, California. The project consisted ofgrading of the pad and driveway for proposed Well #5. It was anticipated that a 16-inch diameterwell would be completed to a proposed depth of 1,300 feet below ground surface (bgs) andused for a potable water supply.San Bernardino Valley Municipal Water District, Baseline Feeder Vault Lids, SanBernardino, CA Principal in Charge. Provided technical oversight and budget control forgeotechnical observation and material testing. The project included the replacement of 19 vaultlids within the Baseline Feeder in various location throughout the City of San Bernardino, SanBernardino County, California.Mojave Water Agency R3 Pipeline, San Bernardino County, CA. Principal in Charge. Providedtechnical and budget oversight, resource allocation and contract management for thegeotechnical investigation. The project involved 10 miles of proposed Phase 1 WaterConveyance pipeline, utilizing trenchless crossings under BNSF railroad tracks, under Interstate15 along Mesa Street, and under Highway 395 at Mesa Street. The project also includedproposed Turnout Structure Nos. 6 and 7 to be located at Mesa View Drive in the city ofVictorville, & proposed steel reservoir and pump station in the City of Hesperia.The Mojave River Pipeline – Reach 4A, San Bernardino County, CA. Principal in Charge.Provided technical and budget oversight, resource allocation and contract management for thegeotechnical investigation, observation and testing. The project consisted of the design and
Hashmi Quazi, PhD, PE, GEPrincipal in Charge/Project Managerconstruction of approximately 30,620 linear feet of 24-inch diameter raw water pipeline located inan unincorporated area in the County of San Bernardino, north of the city of Barstow, California.Orange Avenue/7th Street Sewer Upgrade Project, Long Beach, CA. Principal in Charge.Provided technical and budget oversight, resource allocation and contract management for thegeotechnical investigation. The project consisted of planned upsize of approximately 2,000 linearfeet of 24-inch diameter sewer pipe at Orange Avenue between 7th Street and 11th Street to 30inch diameter sewer pipe. The project also included planned upsize of approximately 1,300 linearfeet of 8-inch diameter sewer pipe at 7th Street between Orange Avenue and Walnut Avenue to12-inch diameter sewer pipe.Principal in Charge. Providedtechnical and budget oversight, resource allocation and contract management for the geotechnicalinvestigation.HDWD Wastewater Reclamation Facility, Yucca Valley, CA. Principal in Charge. Providedtechnical and budget oversight, resource allocation and contract management for the geotechnicalinvestigation. The Hi-Desert Water District Wastewater Reclamation Facility (WRF) was locatedon a 16.4 acre site northeast of Sunnyslope Drive and Indio Avenue in Yucca Valley, California.The project included ponds, basins, pump stations, aeration tank, maintenance/operationsbuilding, electrical building, above-ground and underground utilities, asphalt and concret
Principal in Charge/Project Manager Dr. Quazi has 31 years of experience providing geotechnical engineering services and has earned a reputation for providing quality work in an honest and ethical manner, on time and within budget. In his capacity as
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