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Project Manager Engineer

Location:
Carmichael, CA, 95608
Posted:
January 29, 2011

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Resume:

EDWARD K. BINGGELI, P.E.

Carmichael, CA *****

916-***-****

abhnul@r.postjobfree.com

Over 30 years of engineering experience encompassing a full range of

management, administration, planning, project management, design,

construction management and business development experience.

MAJOR POSITIONS

Director of Civil Engineering

Omni-Means, LTD - Roseville, California

(May 1990 - October 1993)

Principal Engineer

AECOM (formerly Boyle Engineering) - Sacramento, California

(October 2007 - June 2009)

Chief Site Engineer

Moffitt and Duffy, Inc - Glastonbury, Connecticut

(August 1988 - September 1989)

Senior Project Manager

Bellecci & Associates, Inc. - Roseville - Head office in Concord, CA,

California

(May 2005 - June 2007)

Major Projects Experience

DMJM Harris, Westside Parkway Storm Drainage System, Bakersfield, CA

Designed drainage system that included approximately 43,000 linear feet

(8.1 miles) of storm drainage pipes, 6 storm water retention basins, and

two (2) storm water pump stations, and drainage of four (4) interchanges.

All designed per California Department of Transportation design criteria.

Design work required evaluation of road center line and super elevation

profiles, interchange approach ramp design, and general road geometrics.

Gayno, Inc., Subdivision Design for the Soda Creek Subdivision, Jefferson

County, CO Designed roadways and evaluated storm runoff flows for 13.5

miles of roads for the Soda Creek subdivision, a 1,235 acre tract of land

located in Jefferson County, Colorado. Determined the 25 year and the 100

year flood plain for 1.25 miles of Soda Creek draining through the

subdivision. Designed necessary channel realignments where required to

keep flood plain within a defined area.

Harris County Flood Control District, Engineering Evaluation of the Effects

of the Angle of Entry of the Johnson-Loggins Ditch on Clear Creek, Houston,

TX Performed an evaluation and prepared a report to determine the effects

on flood levels of Clear Creek as a result of the angle of entry of the

flows from the Johnson-Logins ditch. Continuity and momentum flow

equations were used for the analysis.

Determine 100 year water surface elevations and flood plain for 4.4 miles

of Brays Bayou in Harris County, Texas Brays Bayou is a fifteen foot deep

trapezoidal shaped channel with ten foot wide bottom and 2:1 side slopes.

The Soil Conservation Service TR55 computer program was used to perform the

channel backwater analysis.

Tachi Indian Tribe, 106 acre Subdivision, Lemoore, CA Designed roadways,

lot grading, underground water, drainage, and sewer pipes. Design work

included the drainage analysis and a storm drainage detention pond with a

pump discharge system and a sanitary sewer dual pump lift station.

Bureau of Indian Affairs, Various Road Projects throughout California

(approximately 19 miles) Designed approximately 19 miles of road and

performed drainage analysis and completed design of various sizes of

drainage culverts for the roads. Included in the design work was the

sizing and design of a 24' x 8.5' steel arch culvert.

Juniper Construction, Inc., Celine Estates Subdivision, (a 5 ac / 25 lot

residential subdivision), Elk Grove, CA Designed the subdivision roads and

water, drainage and sewer lines and performed the drainage analysis of the

storm drainage system connecting to an existing storm drainage system. The

proposed drainage system also included a detention pond sized to mitigate

100 year frequency storm runoff.

Storm Drainage Analysis and Design

Project Manager and Design Engineer for numerous storm drainage systems.

The systems have consisted of the following: drain pipes ranging in size

from 12" to 96" in diameter; detention ponds to control storm runoff;

modifications to existing systems to increase flow capacity for channels

and streams; new drainage channels; and a 24' x 8.5' high steel arch

culvert.

Detention pond designs have included ponds with low earth dikes, and

detention ponds serving multiple residential subdivisions and underground

storm water detention structures.

Conducted a drainage evaluation and preliminary drainage design, and

prepared a Master Drainage Report for the Soda Creek subdivision, a 1,235

acre mountain subdivision located approximately 26 miles west from downtown

Denver, Colorado. Analysis also included 100 yr water surface

determination for approximately 6,700 linear feet of Soda Creek which flows

through the project. The total drainage area of Soda Creek drainage area

under the study comprised 3,780 acres.

Conducted drainage analysis, and prepared a preliminary design and drainage

report for a proposed 110" diameter storm sewer main in Houston, Texas.

Performed a preliminary storm drainage system analysis and prepared four

separate Preliminary Drainage Reports for 6.5 miles of the Westside

Parkway, Bakersfield, California. Also designed 8.1 miles of storm

drainage pipes and 6 retention basins for the Parkway.

Evaluated storm runoff and designed storm drainage systems for the

following commercial subdivisions:

Brown and Root Office Complex (100 ac), Houston, Texas

Century Plaza (256 ac), Harris County, Texas

City Park East (55 ac), Harris County, Texas

Completed hydraulic analysis and prepared plans for the Floodplain Map

Amendment process by the Federal Emergency Management Agency (FEMA) for a

commercial site project in Harris County, Texas.

Sanitary Sewer Systems Designs

Designed sanitary sewer systems, with sewer pipes ranging in size from 6"

to 60" in diameter, and several sanitary sewer lift stations and sewer

force main lines.

Completed a study and made recommendations for the size and location of a

main sewer trunk line to direct sewage flows from four (4) small sewage

treatment plants (approx. 2 mgd each) that were to be abandoned, and direct

each plant's flows through new gravity sewer lines to a new regional sewage

treatment plant. Study recommendations resulted in the construction of new

48" and 60" diameter gravity sewer trunk mains.

Performed a computer simulation study to determine direct storm water

inflow to the existing sanitary sewer collection system of the City of Fort

Bragg, CA using the EPA's Storm Water Management Model (SWMM) computer

program and prepared a Finale Development Improvement Plan Report. The

Sewer Collection system consisted of approximately 26 miles of gravity

sewer lines.

Designed Sanitary Sewer Lift Stations for:

Dual pump lift station for 55 acre City Park East commercial subdivision,

Harris County Texas

Dual pump lift station for 106 acre Santa Rosa subdivision, Santa Rosa

Rancheria - Tachi Tribe, Lemoore, California

Water Systems Analysis and Design

Performed a water distribution system network analysis to determine the

size of a new 3.5 mile long water transmission line for the City of

Longmont, Colorado. Through analysis, it was determined that the sizes

needed for the new transmission line were 48" and 36" diameter pipe lines.

Conducted a water distribution system network analysis to determine the

size of a new water main line for the 250 acre Park 10 Business Park in

Houston, Texas.

Performed a water distribution system network analysis for a proposed new

land development project in Henderson, Nevada. The proposed system

consisted of three (3) pressure zones with each having its own storage

tank.

Conducted a water distribution system network analysis for a water system

having a 75,000 gallon elevated tank and a 200,000 gallon ground storage

tank for the Tachi Indian Rancheria in Lemoore, California. Determined the

water system response to a 4 hour fire demand on the storage tanks.

Designed roads, storm drainage systems, sanitary sewer and water lines for

the following residential subdivisions:

Ashcreek (64ac) 2 miles of roads, 8,400 LF storm drains, 11,400 LF

sanitary sewers and 10,550 LF water lines - Harris County, Texas

Brays Village East (78 ac) 2.2 miles of roads, 9,200 LF storm drains,

17,300 LF sanitary sewers and 11,150 LF water lines - Harris County,

Texas

Briarcreek (96 ac) 3.1 miles of roads, 13,600 LF storm drains, 18,600

LF sanitary sewers and 16,600 LF water lines - Harris County, Texas

Celine Estates (5 ac) 0.2 miles of roads, 960 LF storm drains, 1,000

LF sanitary sewers and 1,050 LF water lines - Elk Grove, California

Greenfield Village (60 ac) 1.9 miles of roads, 7,400 LF storm drains,

13,650 LF sanitary sewers and 9,900 LF water lines - Harris County,

Texas

Lincoln Green (147 ac) 5.2 miles of roads, 23,200 LF storm drains,

26,000 LF sanitary sewers and 27,700 LF water lines - Harris County,

Texas

McKamey Meadows (38 ac) 1.3 miles of roads, 6,600 LF storm drains,

8,400 LF sanitary sewers and 6,600 LF water lines - Harris County,

Texas

Santa Rosa Rancheria (106 ac) 1.8 miles of roads, 6,800 LF storm

drains and 23.5 ac-ft detention pond, 14,650 LF sanitary sewers with a

dual pump lift station and force main and 9,630 LF water lines -

Lemoore, California.

Highway and Road Design

As Senior Project Engineer and Project Manager, prepared Project Study

Reports per California Department of Transportation requirements for three

(3) highway interchange projects located in the Sacramento, CA area. One

project consisted of a new interchange on Highway 50 near Camino, CA. and

the other two were for modifications/upgrades to existing interchanges in

the Rocklin, CA area.

As Senior Project Engineer and Project Manager, designed over 19 miles of

roads under contract to the Bureau of Indian Affairs for several Native

American Rancherias located throughout California.

EMPLOYMENT HISTORY

AECOM (formerly Boyle Engineering)

Sacramento, California

(10-2007 - 06-2009)

Principal Engineer

Duties: Directing the civil engineering site design work on California

prison expansion projects

Prepared Preliminary Storm Drainage Report for Westside Parkway,

Bakersfield, CA (6.1 miles of 4 lane urban freeway)

Performed a computer simulation study to determine direct storm water

inflow to the existing sanitary sewer collection system of the City of

Fort Bragg, CA using the EPA's Storm Water Management Model (SWMM )

computer program and prepared a Finale Development Improvement Plan

Report. The Sewer Collection system consisted of approximately 26

miles of gravity sewer lines.

Bellecci & Associates, Inc.

Roseville - Head office in Concord, CA, California

(05-2005 - 06-2007)

Senior Project Manager

Duties: Engineering design and project management of all civil design

projects for the Roseville branch office. Responsible for client

marketing, proposal and design contract preparation, client contact, and

agency processing.

Civil design projects included subdivision design (grading, road and

water, sewer and drainage lines), and civil design for commercial

sites.

Storm drainage analyses, detention ponds, SWPPP's and BMP's, sanitary

sewer lift station and force main.

onnel in the use of AutoCad



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