]]1-1 􀀭􀁾JJJ]J1I ]]-jj JJOJ J Statement of Qualifications Preliminary Design Study For Interceptor Sewer Tunnel SEPTEMBER 1988 City of Farmers Branch /Town of Addison ADDisoN Submitted
By: CONSOER, TOWNSEND & ASSOC., INC. In Association With L1CHLITER/JAMESON & ASSOC., INC. JAY DEE CONTRACTORS, INC. SOUTHWESTERN LABORATORIES
August 31, 1988 SUBJECT: REQUEST FOR QUALIFICATIONS FOR INTERCEPTOR SEWER TUNNEL PRELIMINARY DESIGN STUDY Consoer, Townsend & Associates, Inc. Consulting Engineers CT&A Dear Mr. Murawski:
/Mr. Jerome V. Murawski, Jr., P.E. Chairman, Farmers Branch/Addison Sewer Development Project Committee 13000 William Dodson Parkway P.o. Box 81901 city of Farmer's Branchi Texas 75380-9010
IIII--IIII Consoer, Townsend & Associates in association with Lichliter/Jameson and Associates, Jay Dee Contractors and Southwestern Laboratories, is pleased to submit this Statement
of Qualifications for 'the joint City of Farmers Branch and Town of Addison Interceptor Sewer Tunnel Preliminary Design Study. Consoer, Townsend and Associates will act as the prime
member of the team and provide the over-all management and responsibility required for the successful completion of all phases of the project.. We wish to specifically call to your attention
our unique approach to include a very experienced and successful sewer tunnel contractor, Jay Dee Contractors Inc., as a member of the preliminary, final design and construction management
team. Their experience plus that of the other team members will provide the basic requirements for a successful project, which are constructability within budget restraints, a realistic
cost estimate, and the timely completion of the project with the absence of expensive claims and litigation. II. The project team welcomes the opportunity to provide our services to
the city of Farmers Branch and the Town of Addison. Key staff members are available to meet at your convenience to further discuss our qualifications. We will be pleased to answer any
questions or provide any additional information that you may desire. Respectfully Submitted, if2er. Townsend rz;:s 􀁗􀀱􀀱􀁾􀁾 Regional Manager 9800 Richmond Avenue, Suite 600 Houston,
Texas 77042 713/780-2441
I. INFORMATION ABOUT TEAM MEMBER FIRMS I A. PROJECT TEAM DESCRIPTION The project team is made up of the following 1. Consoer Townsend & Associates Inc. 2. Lichliter/Jameson & Associates,
Inc. 3. Jay Dee Contractors, Inc. 4. Southwestern Laboratories firms: This team brings together the sewer design expertise of a national consulting Engineering firm, Consoer Townsend
& Associates, with an office in Houston, Texas and a national sewer tunnel contractor, Jay Dee Contractors, Inc., who have recently completed successful Sewer Tunnel projects in Houston
and Dallas, Texas along with the local consulting engineering firm of Lichliter/Jameson to provide surveying and local regulatory and permit requirements and Southwestern Laboratories
to provide geotechnical and soil boring reports. A brief history and description of each Team Member is as follows: B. DESCRIPTION AND HISTORY 1. CONSOER TOWNSEND & ASSOCIATES FOUNDED
-1919 in Chicago, Illinois OFFICE LOCATIONS Houston Texas; Chicago, Illinois; Nashville, Tennessee; Tacoma, Washington; Erie Pennsylvania; Naples, Florida, st. Louis, Missouri; Atlanta,
Georgia; Charlotte, North Carolina; Reedsburg, Wisconsin; and San Juan, Puerto Rico. SERVICES PROVIDED Consoer Townsend is a consulting Engineering firm specializing in wastewater collections
and t rea t mentinc 1 ud ing rep 0 r t s , des i g n , and construction management. MUltidisciplinary services are provided by· separate in-house . mechanical,. electrical, structural
& architectural departments. Other services are provided include water supply, treatment and distribution; transportation,. solid waste, and Municipal Engineering.
I ! We wish to emphasize that once a project has reached the construction phase it comes under the jurisdiction of our construction department which manages and staffs the project with
our experienced resident Engineers and Inspectors and coordinates the specialized shop drawing reviews and/or construction problems with the original design team, the owner, and the
contractor. This procedure provides immediate response and action to construction problems and has resulted in the reduction and successful settlement of claims between the contractor,
engineer and owner. STAFF Our staff of over 250 people includes over 130 senior, mid-level and junior engineers. Many of the senior engineers have over 25 years continuous service with
the firm, resulting in excellent quality control both in design and construction. CORPORATE PROFILE In 1986 Consoer Townsend &Associates was purchased by PRC.(Planning Research corporation).
Several other firms were purchased by PRC in that same time period and were formed into PRC Engineering. However, each company maintained their own individuality and clients. In 1987
Ashland oil company under the Engineering Branch of Ashland Technology Corporation purchased PRC Engineering and, following the purchase, reestablished the identity of the acquired companies.
Each of the companies operates independently in all respects, however has the ability to utilize the expertise from any of the Ashland Technology companies. The above information is
presented to eliminate any confusion with respect to project and client references referred to during the time period when Consoer Townsend &Associates performed work as PRC Engineering.
2 • JAY DEE CONTRACTORS, INC. Jay Dee Contractors, Inc. was founded in 1966 by John J. DiPonio primarily to build tunnels and other underground construction projects. Jay Dee's principle
offices are located in Livonia, Michigan, with local offices in Texas, Illinois and Wisconsin.
I· iI\-. i Throughout its 22 year history, Jay Dee has undertaken many types of projects including pump stations, bridges, shafts and water tunnel construction of water and sewer lines.
Jay Dee has built more than 68 miles of tunnel on over 69 different projects throughout the states of Texas, Wisconsin, Ohio, Minnesota, Missouri, Michigan, Indiana and Illinois. These
tunnels have been built in various types of geological conditions includingi hard and soft rock, soils ranging from gravels, sands, silts and clays, and combinations of all these materials.
During the course of completing this work, Jay Dee has gained experience in nearly all types of tunnel construction methods and are considered as industry leaders in developing innovative
methods to economically and efficiently complete tunnels. Jay Dee Contractors, Inc. is a world leader in longdistance pipe jacking technology and has built more tunnels with this technique
than anyone in the united states. Jay Dee has produced cost estimates for hundreds of tunnel projects in the us and around the world, for bidding purposes and on a consultant basis.
The company receives frequent inquiries from tunnel engineers throughout the country for guidelines on tunnel costs and information regarding tunnel construction methodology. Jay Dee
Contractors, Inc.'s central office is staffed with six engineers, whose tunnel experience individually ranges from three to more than forty years. The company also has more than a dozen
field 􀁾􀁡􀁮􀁡􀁧􀁥􀁲􀁳􀀬 supervisors and engineers with extensive tunnel experience. These field personnel are frequently consulted for review of tunnel methodology and production rates
during the formulation of tunnel cost estimates. Jay Dee Contractors, Inc. is owned by 11 individual stockholders who are all active participants in company management. The primary corporate
officers of Jay Dee are listed below: Thomas S. DiPonioi President and Chief Executive Officer John DiPonioi Executive Vice .President and Secretary Cornell TimneYiVice President Glen
Rorisoni Vice President Michael A. DiPonioi Vice President and Treasurer
,IIi All these principles will be available for input on this project. 3. LICHLITER/JAMESON & ASSOCIATES, INC. Lichliter/Jameson & Associates, Inc. (L/JA) is a consulting engineering
and planning firm, with offices located in Dallas, Austin, and Houston, Texas, as well as Phoenix, Arizona and Nashville, Tennessee. L/JA formed in 1972, has grown to a staff level of
approximately 200 engineers, planners and technical support personnel. The Dallas Office was opened in 1980 in response to requests from two major clients. Today, the Dallas office has
a Computer Aided Design and Drafting (CADD) system and is linked with all five regional offices. The firm has been involved in both the public and private sectors dealing with major
water resources proj ects, development processes, transportation planning and engineering, water and wastewater systems, surveying, and drainage design, including flood control. Our
professional and technical staff is supported by state-of-the-art Computer Aided Design and Drafting (CADD) system comprised by a VAX 11/751 Intergraph Computer and work stations. The
applications of this system include land planning; street, highway, bridge and utility design; mapping and graphic presentation functions. 4. SOUTHWESTERN LABORATORIES SWL -A PROFESSIONAL
ORGANIZATION Quality Assurance. That has been the primary concern of Southwestern Laboratories since 1912. Our experienced professional staff is dedicated to providing our clients the
competent service necessary to assure them the quality they demand. For this reason our staff has grown to 550 personnel in sixteen (16) offices. with these engineering, scientific and
technical personnel, SWL is prepared to assist our clients in many areas of service. Clients who have dealt with Southwestern Laboratories in the past often don't realize our diversity,
because we offer the personalized service of a much smaller firm. Our policies are apparent in the responsive attitude of our staff. Ours is· an environment where information and techniques
flow between between professionals in all of our offices. .
Ii --We can provide a single consultant or a team selected to suit the special needs of a particular project, both in the field as well as in our fullyequipped laboratories. Our specific
services include: o Geotechnical engineering and exploration o Construction materials engineering and testing o Environmental engineering services o Asbestos services o Chemical analysis
o Non-destructive examination o Welding inspection and testing o Metals testing and analysis o Wood products inspection and testing Southwestern Laboratories is one of the few recognized
by the American Association of Laboratory Accreditation --a fact that reflects our commitment to evaluate and improve our services as well as maintain our high level of quality. It is
significant that the strictest standards we follow are part of our own quality assurance program which we developed to enhance and preserve our credibility. COMPANY ORGANIZATION Southwestern
Laboratories, Inc., is a privately held corporation with all stock owned by about 100 key employees and officers of the firm. It was incorporated under the laws of 􀁴􀁨􀁥􀁾􀁴􀁡􀁴􀁥 of
Texas on September 24, 1917. The Board of Directors sets policy and overall direction for all facets of the operations. The President of Southwestern Laboratories, Warren N. Lacey, P.E.,
is located in Dallas and is the Chief operating Officer of the company. He is responsible for the overall operation. Managers for each office are located at particular geographic locations
(e.g., Dallas, Fort Worth, etc.), and are responsible for the coordination and execution of all engineering, inspection and testing as services assigned to them. These Managers have
reporting to them engineering, inspection, and testing personnel as required. They coordinate with the Department Managers as appl icable and, when necessary, for technical support.
-
Department Managers within each office are responsible for the coordination and the execution of engineering, inspection, and testing within their particular service disciplines, such
as Nondestructive Examination Department, Metals and Metallurgy Department, Geotechnical Engineering Department. The Department Managers have the responsibility and authority for personnel
qualifications and adequate staffing. The Department Managers have reporting to them engineering, inspection and testing personnel as necessary to accomplish the execution of their·
particUlar discipline. The Department Managers report directly to the Office Manager. The Manager of the Dallas office is Robert V. Scott. SWL's North Texas Geotechnical Division covers
a wide geographical area and operates out of Dallas. The manager of that division is Ralph Barnes, P.E. SWL's company-wide Quality Assurance Manager is charged with the responsibility
for the overall surveillance of all facilities required to assure compliance with the procedures specified in the SWL Quality Assurance Manual. The Quality assurance manager reports
directly to the President. C. CONTACT INFORMATION CONSOER,TOWNSEND & ASSOCIATES Consoer, Townsend & Associates (CT&A) will be the prime consultant. All contractual negotiations, billing,
and project coordination with the client will be through CT&A. The contact person and address are as follows: Contact Person -Wilbur Van Riper, P.E. Title (project) -project Manager
Address -9800 Richmond, suite 600 Houston, Texas 77042 Telephone -(713) 780-2441 LICHLITER/JAMESON & ASSOCIATES, INC. The name, address and telephone number of the contact person for
Lichliter/Jameson, who will perform as subcontractors to CT&A is as follows: contact Person -Thomas R. Cravens, P.E. Title .,;;. Dallas Office Manager· . Address -1420 Mockingbird Lane,
suite 300 Dallas, Texas 75247 Telephone -(214) 630-8867
JAY DEE CONTRACTORS The name, address, and telephone number of the contact person for Jay Dee Contractors, who will perform as subcontractors to CT&A is as follows: Contact Person -Michael
A. DiPonio, P.E. Title -Vice President Address: 9300 Airline Houston, Texas 77037 Telephone -(713) 999-7734 Southwestern Laboratories The name, address and telephone number of the contact
person for Southwestern Laboratories will perform as subcontractors to CT&A is as follows: Contact Person -Ralph B. Barnes, Jr., P.E. Title -Vice President/Manager Address: 2575 Lone
Star Drive Dallas, Texas 75264 Telephone -(214) 631-2700
I I . II. ORGANIZATION A. DESCRIPTION OF ORGANIZATIONAL RESPONSIBILITIES TO EXECUTE WORK. 1. UNIQUE MAKE-UP OF PROJECT TEAM: When consulting engineers consider methodology, constructability,
and construction costs they frequently seek the advice of contractors who are specialists in the type of work being designed. At least this is Consoer Townsend's approach to many large
proj ects where several construction methods could be employed. We have therefore included in our team Jay Dee Contractors Inc. who specialize in sewer tunnel construction. Jay Dee will
be an integral part of the team and will function throughout all phases of the project, from report through design and construction phases. Their people will be assigned specifically
to this project with specific tasks in all phases of the project as indicated in the following organization charts and description of responsibilities. Jay Dee Contractors will provide
a unique depth of experience and insight especially relating to Risk Sharing, 􀁣􀁬􀁡􀁩􀁾􀁾􀁥􀁶􀁩􀁥􀁾􀀬 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁡􀁢􀁩􀁬􀁩􀁾and Qost 􀁥􀁾􀁾􀀡􀁭􀁾􀁴􀁾􀁾􀀮 Lichliter/Jameson is
a very well qualified consulting engineering firm with offices in Dallas and Houston which allows for maximum coordination within the team structure and knowledge of local governmental,
regulatory and highway permit requirements. Southwestern Laboratories also have offices in Dallas and Houston but more importantly have provided geotechnical services for many large
tunnel projects in Dallas. 2. ORGANIZATIONAL RESPONSIBILITIES Consoer Townsend & Associates will be the prime contractor with the Project Manager, Wilbur Van Riper, in overall charge
of the work. Both CT & A and Lichliter/Jameson will have project engineers in charge of the respective tasks assigned to each company in the report, design, and construction phase. Jay
Dee Contractors will have a full time proj ect engineer assigned· during the construction phase who will assist the CT&A, resident engineer with detailed inspection of construction.
During the report and design phase Jay Dee will perform· their assigned tasks and work closely with the CT&A project manager and project· engineer.
During all phases of the work a quality assurance/quality control committee will be formed with a member from CT&A, Lichliter/Jameson and Jay Dee Contractors. critical path tasks and
milestone review points will be developed along with review check lists which will require approval signatures from QA/QC committee, the project manager and the task assignee. The general
breakdowns of tasks between team members, generally for all phases of work is as follows: Consoer Townsend & Associates: • preparation of report • Design • Hydraulics • structural •
specifications • Drafting • coordinating soil report • construction management Lichliter/Jameson: • Topographic surveys • Horizontal and vertical control • Right of way and easements
• Permits • Field coordination of geotechnical work. Public relations • As builts • Traffic control • Existing utility information Jay Dee Contractors: .Tunnel Construction cost estimates
0 Tunnel constructability • Design input with CT&A • Tunnel Safety • Tunnel Specification and risk risk sharing input with CT&A • Construction management with CT&A Southwestern Laboratories
• Preliminary soil borings • final soil borings • Preparation of soil report • instrumentation • De watering. Design coordination with Jay Dee & CT&A 3 . ORGANIZATION CHARTS In order
to illustrate our total organizational and management approach for this proj ect, from preliminary report to final completion of construction, we have prepared a separate organizational
chart for each phase of the work. These separate charts are important since each phase of the project (report, design & construction management) require different degrees of involvement
􀁡􀁾􀁤 expertise from each of the team members. We wish to emphasize that the same team will be involved in all three phases of the project.
The organizational charts are included in the following pages.
-c ::D PJ·IO -ss;;::; :D-»G) CITY OF FARMERS BRANCH Z»Z TOlo'N OF ADDISON -::D -< 􀁾 C -m 0 PROJECT MANAGER !ll z Consoer, Townsend & Assoc. G) (') \.IilbJr Van Riper, P.E. Z ::I: QUALITY
CONTROL 􀁾 » Corne II T;rmey, Jay Dee ::D Ray Harrington. ellA -I Jerry Davis, l/J A c: C-< PROJECT ENGINEER SPECIAL CONSUL TANT PROJECT ENGINEER Lichl; ter/Jameson & Assoc Jay Dee Contractor
Consoer r Townsend & Assoc. Timothy Lockoy Michael Oi Ponio Peter H. BraU'l, P.E. I I I I EXIST. UT III liES & SURVEY I NG & MAPP I NG GEOTECHN I CAL PRELIMINARY DESIGN ESTIKATING &
CADO & CC><PVTER PERMI TS EASEMENTS CIVIL,HYDRAULICS & STRUC. CtIlSTItUCTABI LI TY APPLI CAT I ()Ij South \.Iestern laboratory Lichl itor/Jomoson & Assoc Licht itor/Jomoson & Assoc Rolpll
Bornos Consoer, Townsefld & Assoc. JII'f Dee Contractors Consoer, Townsefld I. Assoc. Stoff Jerry Dav; 5 Stoff John 01 Ponio Stoff
r ...... r , 0:IJ C G') m » 􀁾 z-G') 􀁾 CITY OF FARMERS BRANCH Z TOlIN OF ADDISON "'C -0 QUALl TY COlITROl. :t Z Cornell Tloney. Joy Dee » Ray Herrington. CTLA en (') Jerry Davia, L/J
A m :t » PROJECT MANACER :IJ -I Consoer, Townsend , Assoc. Wilbur Van Riper. P.E. I I PROJECT ENGINEER SPECIAL CONSULTANT PllOJECT ENGINEER Lichllter/J.....son' Assoc Jay Dee Contractors
Consoer, Townsend' Assoc. Timothy Lackey Michael 01 Ponio Peter H. Bran, P.E. I I I I I I I EXISTING UTILITIES EASEMENTS ,. PROPERTY , GEOTECHN I CAL CIVIL DESIGN CAOO /DRAFTING PlETIlOOOtOGY
SPECIAL CORROSION PROTECTION , PERMITS. REGULATORY SURVEYS' LEGAL DESCR. ; I NSTRUMENTAT ION PLAN ANO PROF I LE PROVISIONS' RISK SHARING ODOR COlI TROl AGENCY APPROVALS CUA , LIJ A L/J
A L/J A , SwL CTLA CTLA , L/J A CTLA , L/J A L/J A FIELD SURVEYS GEOTECHNICAL FIELD IoQRK CEOTECHN I CAL STIlUCTURAI. DESI GIl COIITRACT D<Xl.tENTS , ESTI MATE Of COST HOR I ZONTAL ,
VERT I CAL COORD I NATION RECCMMENOATIONS COORD. 0W!8ERS /IlANHOlES , PROJECT SPECifiCATIONS CONTROlS CTLA , L/J A L/J A Jay 0.... SwL , CTI.A CTLA LIJ A. Jay 0... , CT LA L/J A \ J
...... "
CI IT Of fARMERS BRANCH TQI.Il4 Of ADDISOIi PROJECT MANAGER Consoer, Townsend & Assoc. Wilbur Von Riper, P.E. RISK SHARING/CLAIM REVIEW Ci ty of Farmers Branch, Town of Addison and Quality
Control Cannittee RESIDENT ENGINEER CTIA & J"I Dee I ASSIS. RESIDENT ENGINEER fiELD OffICE ASSIS. RESIDENT ENGINEER CLERK /fiLES /PHOIiE & L/J A COMPUTER Jay Dee & CT &A I I I I HOIlI
ZOOITAL & VERTI CAL AS-BUI LTS PUBLIC RELATIOIiS MONTHLY PAY EATlMATES PAY ITel QUANT ITIES TEST I NG COOITROLS L/J A & CT&A L/J A CT&A & J"I Dee CT&A SW\. L/J A TRAffIC COIiTROL GEOTECHN
I CAL DETAILED IISPECTIOII .Kl8 & PUBLIC SAfETY SHCF DRAW I NG REV lEW SCHEDUlES & 􀁾􀁉􀁔􀁔􀁁􀁌􀁓 LIJ A Swl. & L/J A J"I Dee & CTIA CTIA CT&A
i-I,'· . ;' •. , ' ,-III. EXPERIENCES A. TEAM EXPERIENCES The team members have worked with each other in the following relationships: 1. Consoer Townsend and Jay Dee Contractors a.
Keegan's Bayou interceptor tunnel design 72" and 60" (see following experience description) -Michael DiPonio provided assistance in soil boring analysis, tunnel alignment and cost estimating.
b. DuPage County Illinois -Leask Lane interceptor sewer (see following experience description) -Jay Dee was the contractor on this proj ect. 2. Consoer Townsend and Southwestern Labs
a. Austin Texas -report and design of 48" interceptor including 500 feet of rock tunnel (see following description) -Southwestern Labs provided preliminary and final geotechnical report
and soil borings. 3. Lichliter/Jameson and Southwestern Labs a. Three projects in the Dallas area relating to utility construction and geotechnical conditions. b. Two projects in the
Austin area including a large water project for the City of Austin. B. EXPERIENCE OF TEAM FIRMS 1. Consoer Townsend & Associates Over the past 69 years Consoer Townsend's primary expertise
and experience is in wastewater engineering, providing on most projects a complete range of services to the client from preliminary report to design to construction management including
detailed inspection. This experience is divided evenly between the design and construction of large wastewater treatment plants and interceptor and lateral sanitary sewer 􀁳􀁹􀁳􀁴􀁾􀁭􀁳
throughout the united States and several 􀁯􀁴􀁨􀁾􀁲 countries. Except for geotechnical CT&A provides complete in
I . II: house services including mechanical, electrical, structural and architectural departments. The key people in these as well as civil departments will have been with the firm for
many years (15-35) and have become experts in 􀁴􀁨􀁥􀁾􀁲 field relative to wastewater design, and construction. since this project involves Interceptor Sanitary Sewers in tunnel and
open cut we have only described, in the following pages, the most recent projects which involve sewer tunnel construction. We wish to emphasize our relevant experience on the City of
Houston Keegan's Bayou Interceptor Tunnel project since it is very similar to the proposed Farmers Branch -Addison project both in cost and size and services required. Both projects
are located in urban commercialized and residential areas requiring consideration for traffic control, existing utilities, underground and overhead, geotechnical, including instrumentation
relative to structural and pavement settlement, approval and permits from utility companies, highway department regulatory agencies and governmental bodies; consideration for corrosion
protection from flow high velocity and hydrogen SUlphide; design of deep shaft manhole chambers, and odor control. Particular attention was paid to hydraulics in connection with flow
velocity and elimination of turbulence at entrance chambers and manholes throughout the system where vertical drops were required, thereby minimizing erosion and generation of hydrogen
sulfide gas and odors by smooth laminar flow. We also wish to emphasize our 25 years of sewer and tunnel construction experience in the Nashville, Tennessee area. Most of these tunnels
were constructed in rock and the proposed project geology indicates that rock shale will be present. We have successfully constructed approximately 6,000,000 L.F. of sewers in the Nashville
area including tunnels, with no serious legal problems or lawsuits by the contractors. This is only possible by attention to detail and experience of design and construction management
teams. We wish to point out that our expertise is sewer construction including sewer tunnels, which is not the same technology employed in the 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁾 of subways and
roadway tunnels or massive underground structures used as. storage basins by some cities. A specific listing of several .relevant projects is as follows:
CONSOER, TOWNSEND &ASSOCIATES REPRESENTATIVE TUNNEL EXPERIENCE Keegan's Bayou -Facility Planning & Route Study Report. Houston Texas -Report and Route study for 18,000 LF. deep tunnels
and 14,000 LF. open cut 72" to 36" diameter intercepter sewers and 90 MGD Influent Pump Station inclUding coordinating geotechnical report, preliminary designs flow monitoring, and cost
estimates, and preliminary field surveys. Construction Cost: $22,000,000 Completion Date: 1986 Contractor: N/A in Report Phase Client & Contact Person: City of Houston Dept. of Public
Works, Wastewater Div. City Hall Annex Houston, Texas 77251 Chartes Settle (713) 247-2507 Keegan's Bayou Intercepter Sewers and 90 MGD Pump Station Design -Preparation of plans, specifications,
cost estimate, final geotechnical report and shop Dwg. review during construction. This project is the design and construction phase services authorized after approval of the Facility
Planning and Route Study Report above, consisting of +/-18,000 LF. deep tunnels 72" to 54", 14,000 LF. open cut 48" to 36" and 90 MGD pumping station +/-50 feet deep and 50 feet in diameter.
Tunnel and open cut through urban commercial and residential streets and under two major state highways. Anthony Crisci (713) 247-2541 Manager Civil Construction Section Completion Dates:
Pump Station -Complete 1988 Contractor -SPAW-GLASS Contact -Elias Mageaes, Project Supt. (713) 529-4451; (713) 779-1979 Sewers -Under Construction Complete 1989 Contractor -E.P. Brady
Inc. Contact -Dan Brady, (713) 691-0923 Client & Contact Person: City of Houston Dept. of Public Works, Wastewater Div. City Hall Annex Houston,Texas 77251 Construction Cost: $22,000,000
CONSOER, TOWNSEND & ASSOCIATES Bear Creek Interceptor. City of Austin. Texas -Facility Planning and Route Study Report and preparation of plans and specifications for 20,000 LF. of 48"
& 42" sanitary Interceptor, with +/-1,000 feet In tunnel through rock. This Interceptor provides service for 19,500 acre watershed and requires +/10,000 LF. of easement preparation.
Construction Cost: +/-$2,500,000 Client & Contact Person: City of Austin Water & Wastewater Utility 625 E. 10th St., Ste. 5023 Avanti Plaza Austin, Texas 78701 Completion Date: Facility
Planning and Route Study Report -Complete 1987 Design Submitted to City for for review -complete 1989 A Douglas Rademaker (512) 322-2921 Leask Lane East Branch Interceptor. DuPage County
illinois -Design and General Inspection of construction for 30· sanitary interceptor -4,670 LF. in open cut and 3,960 LF. In tunnel +/-40-50 feet deep. Construction Cost: $2,390,000
Completion Date: 1986 Client & Contact Person: Contractor: DuPage County Dept. of Public Works Jay Dee Contractors 421 County Farm Road 38881 School Craft Road Wheaton, illinois livonia,
Michigan 48150 GregoryW. Wilcox (312) 682-7137 John DiPonio (313) 591-3400 Glen Rorison (313) 591-3400 II Sanitary Interceptor Sewers. Open Cut and Rock Tunnel -Nashville. Tennessee
-Consoer Townsend has been providing wastewater reports, designs and construction management tot he Nashville Davidson County, Tennessee Department of Public Works for the past 25 years.
Approximately 6.000,000 LF. of sewers ranging from 8" to 108" were constructed with contract values of $190,000,000 which amounts to apprOXimately $500,000,000 at todays construction
value. Much of Nashville's geology consists of rock formations, therefore many of the Interceptors ranging between 48" to 108" were partially constructed in rock tunnels ranging between
500 feet and 6,000 feet per contract. Construction Cost: Avg./yr.$8,000,000 Completion Date: 1963 to 1988 Client & Contact Person: Contractor: Dept. of Water & Sewerage Services W.L Hailey Metropolitan Government of Nashville-Davidson County LL Williams,
Director (615) 259-6597 Ed Jackson (615) 255-3161
CONSOER, TOWNSEND & ASSOCIATES Tunnel and Reservoir ITARP) MSD O'Hare WWTP Pumping Station. Chicago. Illinois -This project is an illustration of one of many projects which we have designed
involVing large hydraulic structures below grade which include structural, mechanical, electrical and Instrumentation functions. The pump station pumps wastewater from the TARP tunnel
system treatment in the O'Hare Plant. It Includes the construction of three reinforced concrete shafts, 48" in diameter extending 180 feet below grade. Two of the shafts contain three
pumps each. The third shaft Is a chamber which includes regulating gates and a screen for removing hand debris from the sewage before entering the plant. All of the pumps, screens and
other station functions are monitored and remotely control by a computer at the O'Hare Plant. Construction Cost: $11,000,000 Client & Contact Person: Metropolitan Sanitary District 100
East Erie Street Chicago, Illinois 60611 Completion Date: 1982 Contractor: Paschen Contractors Bill Paschen (312) 278-4700 Raymond Rimkus, General Supt. (312) 751-5600 Browns Creek Force
Main. Intercepting Sewer and River Crossing -Nashville. Tennessee • Design of 17,000 lineal feet of force main from the Brown's Creek Crossing Pumping Station to the Central Wastewater
Treatment Plant. Includes a 1,470 lineal feet of 50-inch force main crossing under the Cumberland River. Construction Cost: $10,000,000 Client & Contact Person: Metropolitan Government
of Nashville & Davidson County 211 Union Street Nashville, Tennessee 37219 Completion Date: 1981 Contractor: Pattertson E. Wilber Gene A. Johnson, Assistant Director Frank Pattertson,
President (205) 663-7531 Water and Wastewater (615) 259-7200
CONSOER, TOWNSEND & ASSOCIATES Brown's Creek Interceptor Sewer -Nashville, Tennessee -This project provided for the Installation of approximately 7,600 LF. of 42-lnch and 36-lnch Interceptor
sewer in a heavy Industrial area. The project Incltxled 5 short, lined tunnels under various arterial highways, Interstate highways and railroads totaling about 400 feet of 6 foot diameter.
One long tunnel 600 feet In length was tunneled In rock 6-feet in diameter with cover varying from 15 to 55-feet In depth. The tunnel was unlined and immediatley adjacent to a major
regional electrical substation and numerous electrical transmission line towers. Excavation was aided by a rock boring tunneling machine. Services Included project planning, route analysis,
surveying and complete design services for contract document preparation. Construction Cost: $2,900,000 Completion Date: 1987 aient & Contact Person: Contractor: Dept. of Water & Sewerage
Services W.L Hailey Metropolitan Government of Nashville-Davidson County 1600 2nd 2nd Avenue North Nashville, Tennessee LL Williams, Director (615) 259-6597 Ed Jackson (615) 255-3161
Farmingdale Interceptor Sewer -DuPage County, Illinois -Design, general and detailed inspection for Interceptor Sewer incltxllng 10,200 I.f. of 24 inch diameter pipe and 1,820 I.f. of
24 inch in tunnel. Prepared Operations and Maintenance Manual. Construction Cost: $1,800,000 aient & Contact Person: DuPage County Department of Public Works --421 County Farm Road Wheaton,
Illinois Completion Date: 1986 Contractor: Loitz Brothers GregoryW. Wilcox (312) 682-7137 William Loitz (815) 465-2155 Knollwood-West Interceptor -DuPage County. Illinois -Design detailed
and general Inspection and preparation of Operation and Maintenance Manuals. Interceptor lines include 10,600 I.f. of 54 inch pipeline, 3,200 I.f. of 54 inch in tunnel, and two 3D-inch
pressure mains of 2,140 I.f. each. Construction Cost: $4,050,000 Client & 􀁾􀁮􀁴􀁡􀁣􀁴 Person: DuPage County Department of Public Works 421 County Farm Road . Wheaton, illinois Completion
Date: 1986 Contractor: SA Healy GregoryW. Wilcox (312) 682-7137 John Rusnak, Supt. (:312) 485-0857
I! I. i . 2. Jay Dee Contractors, Inc. Jay Dee Contractors, Inc. has experience in all phases of tunnel engineering, design and construction. Many of the tunnel projects that it undertakes
are improved through Jay Dee's revisions to the original design. They have a broad background working with numerous Owners and Engineers throughout the country during the construction
phase of tunnel projects, Jay Dee has first-hand experience in cost estimating, tunnel design, geotechnical engineering, tunnel construction methodology, sewer hydraulics, corrosion
protection systems, tunnel safety, risk management and risk sharing concepts, and tunnel maintenance and repair experience which provides a broad base of support for a tunnel project
design team. Jay Dee Contractors, Inc. primarily focuses its energies on the construction phase of tunnel proj ects i however, it has consulted on informally with numerous design firms
to provide guidance in their efforts to design tunnel projects that are cost effective and constructable. Jay Dee has provided such assistance to Consoer Townsend during the design phase
of a recent tunnel project for the City of Houston. Jay Dee also worked closely with Consoer Townsend during the construction of the . Leask Lane sewer tunnel proj ect for the County
of DUPage, Illinois. As a result of these successful collaborations, Jay Dee contractors, Inc. has joined Consoer Townsend as a team member for the design of this project. Listed below
are digests of a few recent tunnel construction projects that Jay Dee has successfully completed. Each of these projects possess features and conditions which are equivalent to those
that can be anticipated on the proposed proj ect. Some of these projects posed difficulties during the construction phase which could have been avoided during the original design. with
Jay Dee's indepth experience on these and more than 60 other tunnel projects, this design team will have an extraordinary ability to avoid problems and satisfy the owner's needs. Shown'
on the following page is a partial list of tunnel projects for which Jay .Dee has developed detailed cost estimates during the past few years. Each of these cost 􀁥􀁳􀁴􀁩􀁭􀁡􀁴􀁥􀁾 􀁷􀁥􀁾􀁥
developed by a team of 􀁥􀁳􀁴􀁩􀁾􀁡􀁴􀁯􀁲􀁳􀁷􀁨􀁯 followed a consistent, standardized format. This 􀁦􀁯􀁾􀁭􀁡􀁴 allows for balanced pricing of bid items, accurate costing of
individual work phases and incorporates complete audit trails for each cost item. Each estimate is bound into a complete, concise report. On average Jay Dee's engineering department
produces a minimum of one complete detailed project estimate per month, although at times more than seven projects have been estimated in one month. At the Selection Committee's request
these prior cost estimate reports will be made available for their review. A specific listing of several relevant projects is as follows:
JAY DEE CONTRACTORS, INC. REPRESENTATIVE TUNNEL EXPERIENCE East Blue Interceptor 0-56. Section III -Kansas City. Missouri. -Project included 5,400 1ft of 42" intercepting sewer in tunnel.
The tunnel was excavated with a tunneling machine and braced with steelribs and timber lagging. 42" RCP was transported into the tunnel and grouted in place. The project involved tunneling
in silty clays, shale and limestone including several mixed face situations. Due to erroneous geotechnical information supplied by the Engineer the project required extensive revisions
to the tunnel construction methodology and equipment which led to a 17.6% Increase in construction cost for the project. Construction Cost: $3,418,770 Client & Contact Person: City of
Kansas City Water & Pollution Control Dept. 5th Floor, City Hall Kansas City, Missouri 64106 Kenneth Burkhead, Sr. (913) 573-5400 Completion Date: June, 1985 Engineer & Contact Person:
Black & Veatch P.O. Box 8405 Kansas City, Missouri 64114 A.C. Peterson (913) 967-2000 Middle BeHline Interceptor. Beaver Lake Branch -St. Paul -Minnesota -The project involved 2,623
1ft of 42" intercepting sewer in tunnel. The original design specified mandatory compressed air tunneling methods with steel liner plates tunnel supports. Jay Dee Contractors, Inc.,
as tunnel subcontractor, proposed a more feasible methodology which saved the client $300,000. The tunnel was successfully excavated with a tunneling machine under free-air conditions
and braced with steel ribs and timber lagging. 42" RCP were transported into the tunnel and grouted in place. Construction Cost: $4,155,252 aient & Contact Person: Metropolitan Waste
Control Commission 350 Metro Square Bldg. St. Paul, Minnesota 55101 Timothy Keegan, P.E. (612) 222-8423 Prime Contractor & Contact: Barbarossa & Sons, Inc. P.O. Box 367 Osseo, Minnesota
55369 Mr. Paul Flykt· (612) 524-4146 Completion Date: April, 1988 Engineer & Contact Person: Orr, Schelen & Mayeron 2021 East Hennepin Ave. Minneapolis. Minnesota 55413 John P. Baldalich,
P.E. (612) 331-8660 Tunnel Consultant & Contact: Jenny Engineering 2 Edison Place Springfield, New Jersey 07081 JosefF. Zurawski, P.E. (201) 379-0699
JAY DEE CONTRACTORS, INC. Northside Sewer Relief Project #9. #11 &#5R -Houston. Texas -These three projects included 8,935 1ft of 72" intercepting sewer and 14, 140 1ft of 90" intercepting
sewer in tunnel. The 72" interceptors were built by the jacked pipe method where 72" RCP were jacked in place as the tunnel was excavated with a tunneling machine. The 90" Interceptor
was excavated with a tunneling machine and braced with steel ribs and timber lagging. The 90" pipe was cast monolithically within the tunnel. I" iI Construction Cost: $20,195,055 aient
& Contact Person: City of Houston Department of Public Works P.O. Box 1562 3800 City Hall Annex Houston, Texas 77251 Anthony Crisci (713) 247-2541 Completion Date: June, 1988 Engineer
& Contact Person: Lockwood, Andrews & Newnam 1500 City West Blvd. Houston, Texas 77042 Wayne Stevens (713) 266-6900 Sanitary Sewer Force Main in Industrial Blvd. -Dallas. Texas -Project
involved 5,400 1ft of 60" PCCP force main and was originally designed for installation in open open trench. BRH -Garver, the prime . contractor, SUbcontracted the work to Jay Dee who
redesigned the facilities for a more economical installation in tunnel. The tunnel was excavated with a tunneling machine and braced with steel ribs and timber lagging. The 60" PCCP
was transported into the tunnel and grouted in place. Construction Cost: $2,210,000 aient & Contact Person: City of Dallas WaterUtilities Dept. 1500 Marilla St. Dallas, Texas 75201 Mike
Forte (214) 670-8708 Completion Date: November, 1986 Prime Contractor & Contact Person: BRH -Garver, Inc. 9900 Hwy225 Houston, Texas 77017 Michael Garver (713) 477-1196 Leask Lane Ext.
East Branch Interceptor Sewer -DuPage County. Illinois -Project included 3,960 1ft of 30" RCP in tunnel and 4,664 1ft of 30" RCP in open trench. Tue tunnel was excavated by hand-mining
methods and braced with timber lagging. The 30· RCP was transported into the tunnel and grouted in place. I[' Construction Cost: $2,354,215 Client & Contact Person: DuPage County, DPW
Department of Public Works 421 North County Farm Rd. Wheaton, Illinois 30187 Rod Ivery . (312) 682-7527 Completion Date: January, 1986 Engineer:PRC Consoer Townsend 303 EaSt Wacker Dr.
ChiCago, Illinois 60601 Fred Gilbertson (312) 938-0300
DATE LOCATION OWNER JAY DEE CONTRACTORS, INC. RECENT TUNNEL COST ESTIMATES DESCRIPTION ************* BID RESULTS ************* NO. OF JAY DEE CONTRACTOR'S BIDS LOW BID BID RANK16 * 421222
*** 4 * 5 * 3 * 4 * 1 ** 3 * 1 *** 2 *** 22323 ** 423 * 26132 ** 1 ** 5 **·t 10 **t $5,569,375 $12,861,475 $1,003,439 $2,859,099 $1,682,030 $2,181,050 $8,109,803 $38,800,000 $6,400,000
$10,485,960 $4,391,537 $6,846,288 $9,597,420 $2,618,680 $12,441,105 $15,727,000 $3,587,310 $1,607,927 $1,649,979 $6,767,165 $4,544,005 $1,571,409 $787,335 $6,609,000 $3, 050J 341 $7,468,743
$11,861,108 $1,821,606 $9,179,000 $2,923,443 $42,634,000 $15,402,028 $5,569,375 $7,472,935 $684,308 $2,726,214 $1,682,030 $1,845,015 $7,973,000 $36,706,140 $4,994,816 $8,820,942 $3,282,300
$5,450,000 $9,597,420 $2,435,000 $12,441,105 $15,224,495 $3,289,584 $1,488,599 $1,219,363 $6,646,980 $3,432,000 $1,234,323 $548,392 $4,994,756 $1,865,965 $5,287,763 $11,861,108 $1,603,152
$7,773,000 $2,923,443 $26,923,932 $7,469,851 67463272775646245254543326353 117 14 3,100 LF OF 84"SEWER TUNNEL 3,900 LF OF 102"WATER TUNNEL 680 LF OF 72"SEWER TUNNEL 2,347 LF OF 84"SEWER
TUNNEL 1,029 LF OF 108"SEWER TUNNEL 1845 LF OF 54-60"SEWER TUNNEL 6,325 LF OF 78"SEWER TUNNEL 7,451 LF OF 48"SEWER TUNNEL 10,000 LF OF 84"SEWER TUNNEL 13,000LF OF 60-72"SWR TUNNEL 5,437
LF OF 27" SEWER TUNNEL 10,153 LF OF 48"SEWER TUNNEL 2,623 LF OF 42"SEWER TUNNEL 2,775 LF OF 66"SEWER TUNNEL 14140 LF OF 84-90"SEWER TUNNE 4,663 LF OF 108"SEWER TUNNEL 5.535 LF OF 60"SEWER
TUNNEL 1,556 LF OF 60"SEWER TUNNEL 1,712 LF OF 48" OPEN CUT 7672 LF OF 60-72"SEWER TUNNEL 8,246 LF OF 60"PCCP IN TUNNEL 834 LF OF 60"SEWER TUNNEL 250 LF OF 48"SEWER TUNNEL 3,28i LF OF
108"SEWER TUNNEL 512 LF OF 66"SEWER TUNNEL 4,219 LF OF 36"SEWER TUNNEL 5,150 LF OF 108"SEWER TUNNEL 2,779 LF OF 54"SEWER TUNNEL 3,640 LF OF 60"SEWER TUNNEL 8,624 LF OF 30"SEWER TUNNEL
10 MI. OF 6, 7 & 8' SWR TUNNEL 29,368 LF OF 84" TUNNEL HOUSTON, DPW CWA M. D. O. T. M.M.S.D. MILWAUKEE, DPW MILWAUKEE, DPW HOUSTON, DPW NEW YORK, DPW HOUSTON, DPW HOUSTON, DPW M. S.
D. G. C. M. S. D. G. C. M. W. C. C. DETROIT, DPW HOUSTON, DPW M.M.S.D. M. M. S. D. MILWAUKEE, DPW· M. M. S. D. HOUSTON, DPW DALLAS, DPW MILWAUKEE, DPW MILWAUKEE, DPW HOUSTON, DPW M.
M. S. D. M.S.L.S.D. M. M. S. D. KANSAS CITY,DPW M.M.W.C. DUPAGE CTY, DPW EGYPT A.G.O.S.T. AUSTIN, DPW 8/2/88 HOUSTON, TX 7/22/88. HOUSTON, TX 7/13/88 DETROIT, MI 7/12/88 MILWAUKEE, WI
7/11/88 MILWAUKEE, WI 7/11/88 MILWAUKEE, 􀁾􀁉 6/3/88 . HOUSTON, TX 4/27/88 NEW YORK, N.Y. 4/5/88 HOUSTON, TX 1/26/88 HOUSTON, TX 11/17/87 CHICAGO, IL 7/14/87 CHICAGO, IL 6/10/87 ST.
PAUL, MN 5/27/87 . DETROIT, MI 3/17/87 HOUSTON, TX 3/11/87 MILWAUKEE, WI 3/3/87 MILWAUKEE, WI 2/20/87 MILWAUKEE, WI 1/7/87 MILWAUKEE, WI 12/23/86 HOUSTON, TX 12/16/86 DALLAS, TX .12/18/86
MILWAUKEE, WI 12/4/86 MILWAUKEE, WI 12/2/86 HOUSTON, TX 9/24/86 MILWAUKEE, WI 9/23/86 ST. LOUIS, MO 8/27/86 MILWAUKEE, WI 8/26/86 KANSAS CITY, MO . 8/12/86 ST.. PAUL, MN ·11/30/84 DUPAGE,
IL 8/26/84 ALEXANDRIA, 7/17/84 AUSTIN, TX **.--Jay Dee Prepared Estimate But Did Not Bid. Jay Dee Sub-Quoted Part of Bid Price. *** -Jay Dee Bid as Member of a Joint Venture with other
Contractors.
II(":;. 1III 3. Lichliter/Jameson & Associates Our professional standards have been established through knowledge gained from a wide range of municipal and surveying services provided
across most of Texas and much of the nation. This experience, combined with the diversified backgrounds of our survey and engineering design staff, enables L/JA to provide all types
of engineering design and surveying services. Lichliter/Jameson & Associates has experience in the design of underground wastewater facilities in the DFW metroplex. Location of existing
utilities and coordination with the utility companies is a very important part of this project. Lichliter/Jameson & Associates has worked with the local utility companies, highway department,
regulatory agencies and governmental bodies and will be able to provide the coordination required for this project. L/JA places a high value on communication both outside the organization
and within the company divisions and regions. The communications we maintain within our office and region ensures that we acquire sufficient data regarding a project and that the project
is carried out with the client's interests in mind. A specific listing of several municipal projects is as follows:
IiI. I WASTEWATER EXPERIENCE Woodhill Apartments OOsite Sanitary Sewer -Denton. Texas -Project Included 4,500 linear feet 12" sanitary sewer. The sanitary sewer will help to relieve
the over capacity flows in southeast Denton. The project was designed according to the City of Denton specifications. llJA provided design surveying, rightof-way acquisition plats, engineering
plans. construction staking and construction administration. Completion date: 1986. Construction Cost: $240,000 Contractor: A1benesius Contracting Co. ir Client: John Pass Investments
7557 Rambler Road, Suite 1000 Dallas, Texas 75231 Contact: Mr. Barry Thompson (214) 􀀳􀀶􀀳􀁾􀀷􀀵 I! L .. Camp Wisdom Crossing -Dallas. Texas -The project Included eight-inch to 15-lnch
sanitary sewer (3,000 linear feet). The project also consisted of surveying and design of major thoroughfares, water, sewer and drainage for this multi-use deVelopment. Otherfeatures
include a slx-lane divided street and looped collector street. Completion date: 1987. Construction Cost: $1,600,000 Contractor: Weaver Construction Co. (Utilities) Austin Paving (Paving)
Client: Camp Wisdom/Clark Road Joint Venture c/o Folsum Investments 16475 Dallas Parkway, Suite 800 Dallas, Texas 75248 .Contact: Mr. Bobby McMillan (214) 931-7400 Garden Oaks I & II
-Grand Prairie. Texas -This detached single-family development consists of approximately 66 acres. Project included six-inch sanitary sewer (8,000 linear feet), eight-inch sanitary sewer
(1,000 linear feet), and ten-inch sanitary sewer (3,000 linear feet). Project also included boundary and acquisition surveys, assisted In zoning, platting services, construction staking
and construction administration. Completion date: 1985 Construction Cost: $1,200,000 Contractor: Ughtning Construction Co. (Utility) i· . Texas Bitulithic Co. (Paving) Client: Gemcraft
(713) 968-0600 4265 San Felipe, Suite 1100 Houston, Texas 77027 Contact: Mr. Jerry Torgeson i Sanitary Sewer -Mesquite. Texas -The project included an eight-inch sanitary sewer (4,000
linear linear feet) and served an approximately 58 acre commercial retail site near Galloway Road and 1-30 In Mesquite,Texas. l/JAalso provided design surveys, engineering plans and
specifications, construction staking and construction administration for the project. Completion date: 1985 Construction Cost: $500,000 Contractor: Ughtning Construction Co. (Utility)
.Austin Paving 􀀨􀁐􀁾􀁶􀁬􀁮􀁧􀀩 Ii! !! Client: Prestonwood Development Corp. 5485 Belt Une Road, Suite 300 Dallas, Texas 75240 Contact: Mr. Jerry Yoder (214) 239-8000
I Wastewater Treatment Facility -Fort Bend County, Texas -Design and preparation and contract ! administration of a 0.5 mgd contact stabilization Interim Wastewater Treatment facility.
The facHity was designed for an ultimate expansion to 1.0 mgd. Completion Date: 1984. Construction Cost: Contractor: TEC Industries $675,000 Client: Brazos River Authority P.O. Box 7555
Waco, Texas 76710 Contact: Mr. Roy Roberts (817) n6-1441 Palmer Plantation Regional Wastewater Treatment Facility -Houston, Texas -Surveying, design and the preparation of contract documents.
construction drawings and technical specifications for a 0.2 mgd contact stabilization Interim Wastewater Treatment Facility and a 0.6 mgd (First Phase) of the Regional Facility. We
are currently In the construction phase of the Regional Plant, and activated slUdge treatment system that can be operated in the complete-mix, contact stabilization, and extended aeration
modes. Completion Date: 1988. . 1-!I1l Construction Cost (1 st Phase): Contractor: Galin Spencer $1,200.000 Clients: Palmer Plantation Municipal Utility District No.1 Palmer Plantation
M.U.D. No. 2 Fort Bend County M.U.D. No. 49 c/o Philben & Philben -6363 Woodway. Suite 725 Houston, Texas n057 Contact: Mr. Paul Philben (713) 783-4120 City of Woodbranch Village, Texas
-L/JA Is currently preparing preliminary engineering plan, facility plan. environmental Information document and water conservation plan for Woodbranch Village. The project involves
prOViding wastewater collection to existing residences that are not served. upgrading the existing wastewater collection system and rehabilitation and expanding the wastewater treatment
plant. Completion Date: 1989. Construction Cost: Contractor: N/A 1.000.000 IIl . Client: City of Woodbranch Village P.O. Box 2735 Humble. Texas 77347 Contact: Mr. John Hudson (713) 540-1047
City of Sugar Land Utility Phasing Plan -Sugar Land. Texas -L/JA is performing a complete water and sewer utilities phasing plan for the City of Sugar Land to meet the ultimate needs
of 106.000 people and 30.500 equivalent single-family connections covering an area of 11 square miles. Completion Date: 1988. The project includes: 1. Population and utility demand projections;
2. Comp/ete inventory of City facilities; 3. Analysis of existing and proposed water supply, water storage, water distribution, wastewater collection. wastewater pumping, and wastewater
treatment capacities and the ability to meet future demands; 4. Determination of system deficiencies; 5. Proposed improvements. establishment of priorities and construction schedules,
and the preparation of cost estimates; 6. Utility phasing plan to guide future C.I.P. expenditures and provide information to establish future user fees. Client: City of Sugar Land 225
Guenther Street Sugar Land, Texas 77478 Contact: . Ms. Debbie Pena (713) 491-3522
4. Southwestern Laboratories Southwestern Laboratories has been continuously engaged in geotechnical engineering in the Dallas area for more than 40 years, and have offices in Houston
and 16 other locations in Louisiana and Texas. SwL, company wide, has a total employment of over 600 professional and technical personnel of which more than 30 are geotechnical engineers
or geologists. Southwestern Laboratories also maintains broad capabilities in laboratory testing of soil, shale, and rock. As part of our consulting services, we perform geotechnical
reconnaissance for feasibility studies on tracts of land. Our field sampling and mapping processes are used to locate potentially valuable subsurface deposits. We also investigate the
cause of foundation related building distress and provide a full range of ground instrumentation to detect potentially harmful movement and vibration. Locally, SWL has more than 50 employees
engaged solely in geotechnical services. These staff and equipment are presented in detail later in this section. The following highlights demonstrate our local capabilities. o Fourteen
geotechnical engineers (nine registered professional engineers in Texas) and engineering geologists with a total of over 135 years of professional experience. o Thirteen truck mounted
drill rigs with appropriate tools and support equipment (5 rigs less than 5 years old and 10 less than 10 years old). o Quality Control Program, under the direction of Mr. William R.
Stowe, covering all laboratory procedures and equipment. A listing of several relevant projects is as follows:
SOUTHWESTERN LABORATORIES REPRESENTATIVE TUNNEL EXPERIENCE Dart Transit Tunnels -SWL Issued the design geotechnical report for two miles of twin bore, 20-foot diameter tunnels beneath
Central Expressway from Haskell Avenue to Mockingbird Lane. Tunnel depths were up to 100 feet with portal and cut and cover section on the north end. SWI was responsible for all field
explorations Including angle borings over 150 feet deep with company owned and operated drill rigs, all laboratory testing for engineering properties of soil and rock, and an interpretive
design geotechnical report for both bored tunnels, access shafts and cut and cover section of the project. Owner & Contact Person: Dallas Area Rapid Transit 601 Pacific·Avenue Dallas,
Texas 75202 Ms. Nancy Hatten (214) 658-6272 Client & Contact Person: PBDC 1701 N. Market Dallas, Texas 75202 Paul Byrne (214) 747-7245 Wycliff.Tunnel -This project involved a detailed
feasibility study for costing of a 3,000 foot vehicular tunnel beneath Harry Hines Boulevard and an active railroad in Dallas, Texas. Tunnel Depth was up to 50 feet in soft sediments
below the groundwater table. SWL was responsible for all field explorations, laboratory testing and geotechnical Interpretive report on the open cut options and sections of the project
including dewatering. Owner & Contact Person: City of Dallas 320 E. Jefferson Dallas, Texas 75203 Bill Jesssup (214) 948-4250 Client & Contact Person: HDR Infrastructure 12700 Hillcrest
Road Dallas, Texas Jack Schnettler (214) 960-4000
I . III . !," . j • Ir'j SOU1·HWESTERN LABORATORIES North Central Drainage Outfall (Phases Iand II) -Project Involved design of two miles of up to 16 foot diameter storm water outfall
tunnel from Central Expressway to the Trinity River. The east portion of the project Involves primarily bored tunnels In limestone and shale and the west portion cut and cover construction.
SWL was responsible for all field eXplorations and laboratory tests and geotechnical interpretive reports for design of cut and cover sections and tunnel access shafts. Preliminary and
detailed feasibility studies for costing completed. Owner & Contact Person: City of Dallas Department of Public Works 320 E. Jefferson Dallas, Texas 75203 Chris Agnew (214) 320-6191
Client & Contact Persons: Huitt-Zoilars,lnc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 Robert Zollars (214) 871-3311 and Albert H. Halff Associates 8616 Northwest Plaza Drive
Dallas, Texas Don Brock (214) 739-0094 North Central Expressway Drainage Tunnel -The project involved design of storm drainage tunnel along Central Expressway. Tunel diameterr was up
to 16 feet and connected to the east/west outfall described above. SWL services on this project involved all field eXplorations and testing and laboratory testing. Owner & Contact Person:
State Department of Highways and Public Transportation P.O. Box 3067 Dallas, Texas 75221 Charles Little (214) 320-6191
iIi . Ii C. INDIVIDUAL EXPERIENCE 1. Key Personnel The following is a brief description of each of the key members of the team and the area of responsibility each would be assigned.
WILBUR H. VAN RIPER, P.E. PROJECT MANAGER -CT&A Mr. Van Riper is a highly experienced civil engineer with 33 years of service with Consoer Townsend & Associates on municipal engineering
projects. He has served as the project manager for many large public sector sewer projects throughout Texas and the u.s. He has special 􀁥􀁸􀁰􀁥􀁾􀁴􀁩􀁳􀁥 in project supervision and
coordination. Mr. Van Riper is currently project manager on the City of Houston Keegan's Bayou Interceptor Tunnel Sewer Project for which report and design phase for the large diameter
trunk sewer is near completion, and the project is now under construction. Mr. Van Riper's experience includes a wide variety of sanitary sewer projects, pumping stations, force main
and plant rehabilitation projects from design through construction. He has served many clients continually over 10 to 25 year periods. PETER H. ··BRAUN, P. E. PROJECT ENGINEER -CT&A
Mr. Braun has over 30 years of experience with Consoer Townsend & Associates in civil design and· construction management for numerous projects 􀁾􀀮 throughout the U.S.A. varying in
complexity and size. For the past 15 years, he has been project manager for city of Houston sewer and water projects, Harris and Montgomery county drainage and roadway projects. Most
recently he was the project engineer on the Keegan's Bayou 95 MGD influent pump station and the 13,000 lineal foot Bissonnet Interceptor Sewer Tunnel, which is part of the Keegan's Bayou
system.
( : . i. iI TIMOTHY E. LACKEY, P.E., R.P.S._ PROJECT ENGINEER -L/JA Mr. Lackey is assigned to the Dallas office of Lichliter Jameson and as a registered surveyor he will be in charge
of the preparation of all easements, right of way, and field related topographic and land surveys. As a result of his work in the Dallas area he is familiar with permit requirements
and local governmental regUlatory requirements. MICHAEL DI PONIO, P.E. SPECIAL CONSULTANT -JAY DEE CONTRACTORS Michael Di Ponio is the project manager for the Dallas and Houston Tunnel
Projects constructed by Jay Dee Contractors and will act as special consultant with the project managers and project engineers through all phases of work, concentrating on cost estimating,
risk sharing provisions of the contract documents, constructability tunnel shaft locations, and soil and dewatering analysis. CORNELL TIMNEY QUALITY CONTROL -JAY DEE CONTRACTORS Cornell
Timney has 40 years of tunnel experience, the last 18 with Jay Dee Contractors and as Chief Engineer for Jay Dee will be a member of the Quality Control Committee and also work with
Michael and John .Di Ponio especially with constructability and cost estimates. RAY HARRINGTON,P.E. QUALITY CONTROL -CONSOER, TOWNSEND & ASSOCIATES Prior to joining CT&A in 1982, Mr. Harrington served for 12 years as director of the NashvilleDavidson County Tennessee Department
of Water and Sewage Service and in that capacity supervised a $300,000.00 program which included many sewer interceptors and tunnel projects that were designed and managed by CT&A. As
a member of the Quality Control Committee, his main area of responsibility, in view of his legal training and management positions, will be in the review of contract documents and contractor
claims during construction.
JERRY A. DAVIS, R.P.S QUALITY CONTROL -L/JA Mr. Davis will be a member of the Quality Control Committee with responsibility for all surveying, and field oriented controls, and easements.
Mr. Davis is a registered public surveyor in the State of Texas with 20 years of experience. 2. Professional Histories The professional histories of key personnel for all team members
are included in the following paqes:
CONSOER, TOWNSEND & ASSOCIATES Professional History I. II NAME: TITLE: REGISTRATION: EDUCATION: MEMBERSHIPS: QUALIFICATIONS Wilbur H. Van Riper, P.E. Texas Region Engineering Manager
Registered Professional Engineer, Texas, Illinois and Pennsylvania Bachelor of Science in CMI Engineering University of Mississippi, 1952 Texas Society of Professional Engineers Association
of Energy Engineers and certified Energy Managers American Public Works Association Mr. Van Riper has 33 years of municipal engineering experience with Consoer Townsend and Associates
and for the past 3 years the Texas Region Engineering Manager. Prior assignments Include nine years as western Pennsylvania Regional Manager and 21 years as a Design Engineer and Project
Manager In the Chicago metropolitan area. RELEVANT EXPERIENCE Project Director for Engineering report for the Lower Colorado River Authority for a regional wastewater study consisting
of approximately 100 square miles incorporating Lake Marble Falls and communities surrounding Lake Travis, Lake Marble Falls and Lake LB.J. in Burnet and Uano counties, west of Austin,
Texas. The study presented alternate regional and separate wastewater systems and treatment plants, including financial analysis, phasing and environmental considerations. Project Manager
for engineering report, design and construction of City of Austin, Bear Creek Interceptor Project, consisting of approximately 20,000 feet of sanitary sewer interceptor in open cut and
rock tunnel ranging in size from 30 to 42 Inches in diameter, with an estimated construction cost of $2,200,000.00 The report phase of this project has been completed and the design
is In progress. Project Manager for report and design of approximately eight miles of sanitary relief sewers, ranging in size form 36 to 72 inches In diameter, with +/-20,000 feet in
soft tunneling clay, a deep tunnel 88 MGD pumping station for the City of Houston, Texas. This project eliminates four wastewater plants and one large pumping station and Is located
In an urban area In southwest Houston with an estimated construction cost of +1-$20,000,000.00. Project Manager for construction management for a +/-$16,000,000 sewer rehabilitation
project including thirteen separate contracts for the City of Houston. This is an EPA funded project and work includes documentation relative to cost effective removal of inflow/infiltration
and final performance evaluation report, as well as detailed Inspection, preparation of cost estimates, and weekly reports summarizing construction progress and cost on a line by line,
contract by contract basis. Project Manager responsible for report, design and construction of a combined relief sewer for the central area of teh City of Park Ridge. Sewers ranged In
size from 18 to 84 Inches over a distance of apprOXimately 4 miles. The storm water discharged to the Des Plaines River and dry weather sanitary flow was diverted to Metropolitan Sanitary
DiStrict Interceptors. The design Included large Intercepting and diversion chambers, tunneling under railroads, headwalls and cofferdams, and construction In·the center ofthe City and
along with storm water flow requirements. . .
CONSOER, TOWNSEND &ASSOCIATES Professional History NAME: TITLE: REGISTRATIONS: EDUCATION: MEMBERSHIPS: QUALIFICATIONS Peter H. Braun, P.E. R.P.S. Sr. Project Engineer Registered Proffesiona/Engineer
-Texas Registered Public Surveyor -Texas Chicago Technical College B.S., Civil Engineering, 1965 Water Pollution Control Federation Association of Consulting Municipal Engineers National
and Texas Society of Proffesional Engineers Texas Good Roads/Transportation Association II,", Mr. Braun has over 30 years experience in civil design and construction management for numerous
projects throughout the country varying In complexity and size. For the past 15 years he has been project manager for a number of Houston water and sewer projects. Most recently, he
was the project engineer on the City of Houston $20,000.00 Keegan's Bayou Wastewater project. RELEVANT EXPERIENCE Project Engineer responsible for developing facility planning and diversion
sewer route study report for the 20 square mile Keegan's Bayou wastewater service area in southwest Houston. Report included cost effective evaluation of alternate routes to divert flows
from four wastewater treatement plants to the new Keegan's Bayou regional plant, flow monitoring to establish base and wet weather flows in existing system, evaluation of future flow
from undeveloped portion of service area and preliminary sizing and cost estimates for recommended improvements. Project Engineer in responsible chance of preliminary· topographical
surveys, easement acquisition surveys, design and preparation of plans and other ,contract documents for the construction of .approximately 13,000 feet of 30-inch to 42-lnch sanitary
sewer In open cut and 17,000. feet of SO-inch and 72-lnch sanitary sewer in tunnel, and a 90 MGD pump station for the City of Houston Keegan's Bayou project. Project Engineer responsible
for coordination of field surveys, right of way mapping and discriptions, preparation of plans specifications and cost estimates for six miles of 72-inch diversions sewers from the existing
Walnut CreekWWTP to the Heuse River Regional WWTP. Project Engineer in responsible chance of the Donnelson-Pennington Benb (? sp.) interception sewer project InclUding field surveys,
design and general supervision of construction for 12 miles of 19-inch thru 4O-inch interception sewers. Project included several stream crossings, railroad and highway tunnel crossings.
II, CONSOER, TOWNSEND & ASSOCIATES Professional History NAME: TITLE: REGISTRATION: EDUCATION: MEMBERSHIPS: QUALIFICATIONS Ray Harrington, P.E. Vice President Professional Engineer -Tennessee
Ucensed to Practice Law -Tennessee Vanderbilt University, B.S. CMI Engineering, 1949 University of Michigan, M.S. Public Health Engineering, 1957 YMCA Law School, Bachelor of Law, 1962
YMCA Law School, Doctor of Jurisprudence, 1971 Public Works Association National Association of County Officials American Waterworks Association Association of Metropolitan Sewerage
Agencies Tennessee Society of Professional Engineers Association of Metropolitan Water Agencies IiI! li: I,' :. i·" As a Vice President of Consoer, Townsend & Associates he is responsible
for all p1ases of environmental and public works engineering. Mr. Harrington is in responsible charge of employees performing design and preparation of plans and specifications, and
general construction Inspection of water supply, treatment and pollution control facilities; community development and urban renewal projects; sanitary sewers, and the preparation of·
related engineering reports. He also is responsible for quality assurance/quality control, client relations and all regulatory liaison contacts. RELEVANT EXPERIENCE Served as director
of the Metropolitan Department of Water and Sewerage Services for 12.years. During this time, under his direction and total supervision, a master water plan was developed for Metropolitan
Nashville-Davidson County, Tennessee that projected water use demands through the year 2000. This project involves a total land area (excluding water) of 323,148 acres serving a 1980
population of 505,557 to a projected popUlation of 649,750 at a total estimated cost of $45,000,000 projected over the next twenty years. Responsible for additional projects representing
over $300,000,000 in construction value. Significant projects include the following: o Central Wastewater Treatment Plant o Whites Creek Wastewater Treatment Plant o Brown's Creek Force
Main and Pumping Station o West Park Force Main and Pumping Station o KR. Harrington Water Filtration Plant o Extensive lateral sewer and water main extent/ons. In respons/b1e charge
of working with Financial Consultants in developing the necessary financial arrangemens to construct water and sewerage facilities. During service with Metropolitan Government worked
closely with Planning 􀁃􀁯􀁭􀁭􀁩􀁾􀁳􀁩􀁯􀁮 on subdMslon development work. Worked with EPA and State on regulations regarding water and wastewater legislation.
JAY DEE CONTRACTORS, INC. Pro£essional History CORNELL TIMNEY VICE PRESIDENT, SENIOR ESTIMATOR AND CHIEF ENGINEER, TUNNEL EQUIPMENT MANAGER EDUCATION: B. S. in Mechanical Engineering;
Wayne State University Detroit, Michigan I. !. I .II II I. I . j . I. I . . QUALIFICATIONS: Cornell Timney has accumulated over 40 years o£ experience in all phases o£ tunnel construction
and engineering. Mr. Timney has held a senior management position with Jay Dee Contractors, Inc. £or 18 years. His experience includes cost estimating, job cost analysis and control,
construction claims development and negotiation, sewer tunnel inspection, sewer tunnel maintenance and repair, tunnel and sha£t bracing design, tunnel ventilation system design, sewer
hydraulic design, corrosion protection lining system design and installation, and tunnel construction project management, and tunnel equipment management. Since joining Jay Dee, Mr.
Timney has been involved in every Jay Dee tunnel project; either directly as part o£ the bid estimating and project management team, or indirectly on an oversight basis to review the
cost estimate and construction methodology. As Tunnel Equipment Manager £or Jay Dee, Mr. Timney's responsibilities include the selection, design, £abrication, re£urbishment and/or purchase
o£ the tunneling machines and support equipment that are utilized on the company's tunnel projects. He has extensive experience on more than 65 tunnel projects where he developed and
applied many stateo£-the-art £eatures o£ mechanized tunnel boring machines in to satis£y tunnel project's geotechnical conditions, working room constraints and other requirements. In
addition, he is responsible £or the per£ormance, reliability and adaptability o£ these machines such that they can be integrated into an e££icient tunnel construction system. Prior to
joining Jay Dee, Mr. Timney worked £or 22 years £or the City o£ Detroit, Department o£ Public Works; 2 years as instrument man on a survey crew, 4 years as inspector on sewer and water
tunnel construction projects and 16 years as General Foreman £or sewer and water maintenance. His responsibilities as General Foreman included the coordination o£ Water and Sewer Department
construction crews on multiple projects ranging £rom utility maintenance projects, minor and major repair projects, and new construction o£ water and sewer mains in tunnel throughout
the Detroit Metropolitan Area.
i .. I JAY DEE CONTRACTORS, INC. Professional History JOHN D. DIPONIO, P.E. VICE PRESIDENT, CHIEF ESTIMATOR AND ENGINEER, ENGINEERING DEPARTMENT MANAGER PROFESSIONAL REGISTRATIONS, Michigan,
Wisconsin EDUCATION I MEMBERSHIPS, B. S. in Civil Engineering; Michigan State University East Lansing, Michigan American Society of Civil Engineers (ASCE) iI . i I . II QUALIFICATIONS,
John D. DiPonio has over eleven years of experience in tunnel construction and engineering. His experience includes tunnel and shaft bracing design, cost estimating, tunnel construction
project engineering, construction methodology, construction claims development and negotiation, and project budgetary control. Mr. DiPonio has managed the estimating and engineering
department of Jay Dee Contractors, Inc. for the past seven years. During this time he has developed a computer based estimating system to accurately and efficiently produce detailed
cost estimates for tunnel construction projects. With this system, Mr. DiPonio has produced complete, 􀁤􀁥􀁾 tailed cost .stimates for more than 150 ttinnel projects. His department
has primary responsibility for cost estimating and proposal preparation for" bidding on tunnel projects. If Jay Dee is successful in procuring the contract, Mr. DiPonio's department
is responsible for developing the design of the tunnel access shafts, tunnel support system and other other temporary structures required. On many projects, Mr. DiPonio has developed
value engineering proposals which involve revisions to the original design of the facility. These revisions have improved the function, construct-ability and over-all quality while providing
for a substantial savings to the owner. Prior to assuming the management of the estimating and engineering department, Mr. DiPonio has worked on numerous Jay Dee tunnel construction
. projects as a tunnel laborer, field engineer and Project Engineer. As Project Engineer hisreaponsibilities included engineering layout of the work; tunnel alignment and control, supervision
of tunneling operations, project quality "control and 􀁨􀁡􀁮􀁤􀁬􀁾􀁤 all technical correspondence with the project owner. Prior 􀁾􀁯 becom· ing Project Engineer and between project assignments,
􀁍􀁲􀁾 􀁄􀁩􀁐􀁯􀁾􀁾􀁯􀁷􀁯􀁲􀁫􀁥􀁤 as a estimating engineer as part of the estimatirig 􀁤􀁥􀁰􀁡􀁾􀁴􀁭􀁥􀁮􀁴 of Jay Dee Cqntractors, Ihc••
JAY DEE CONTRACTORS, INC. Proxessional History MICHAEL A. DIPONIO, PE. VICE PRESIDENT AND TREASURER, TEXAS REGIONAL MANAGER PROFESSIONAL REGISTRATIONS. Michigan ,!. " I EDUCATION. B.
S. in Civil Engineering; Michigan Technological University Houghton, Michigan Master in Business Administration University ox Detroit Detroit, Michigan ,-I QUALIFICATIONS. Michael DiPonio
has accumulated over nine years ox experience in most phases ox tunnel construction and engineering. His experience includes cost estimating, job cost analysis and control, tunnel saxety,
risk management, construction claims development and negotiation, geotechnical analysis, "and tunnel construction project management. During the last three years, Mr. DiPonio has successxully
managed two tunnel construction contracts xor the City ox Houston's Northside Sewer Reliex Program. His responsibilities included development ox construction methodology, project scheduling,
budgetary control ox job costs and project administration. Mr. DiPonio participated in the bid estimating and proposal preparation team xor obtaining these two projects and xor numerous
other tunnel projects throughout Texas including the City ox Dallas, Cadiz 􀁓􀁴􀁾 Force Main subcontract, the 􀁾 City ox Houston's Northside 􀁓􀁥􀁷􀁥􀁲􀁒􀁾􀁉􀁾􀁥􀁸 Project #5R which
was successxully built by Greenxield -Jay Dee Joint Venture, and the Northside Sewer Reliex Project #12B xor which Jay Dee is currently awaiting award. Mr. DiPonio has participated in
numerous tunnel engineering seminars across the country including the 1980 Engineering News Record seminar on Sewage Treatment Facility Design and Construction, the 1981 Rapid Excavation
and Tunneling Conxerence 􀁩􀁾 San 􀁆􀁲􀁡􀁮􀁣􀁾􀁳􀁣􀁯􀀬 and the University ox Colorado 1983 seminar on Tunnels: Design, Construction and Instrumentation. He has made presentations on
tunnel construction xor the Michigan Saxety Conxerence, the University ox Wisconsin's 1982 Small Size Tunneling Seminar, LAW 􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁲􀁩􀁮􀁧􀁾􀁳 1987 Conxerence on Tunneling in
Houston, and to the Texas Concrete Pipe Association.
II. UCHU1"ER/JAMESON & ASSOCIATES, INC. IIIIit.. NAME: TITLE: REGISTRATION: EDUCATION: MEMBERSHIPS: Professional History TIMOTHY E. LACKEY, P.E., R.P.S. Project Engineer Registered Professional
Engineer, Texas Registered Public Surveyor, Texas Masters of Business Administration University of Dallas, 1987 Bachelor of Science, Civil Engineering Texas A & M University, 1978 American
Society of Civil Engineering Texas· Society of Professional Engineers Texas Surveyors Association Qualifications Tim' Lackey's professional' experience includes involvement in the planning,
engineering and construction management of municipal improvements throughout the State of Texas. Relevent Experience Surveying: He has been responsible for all types of surveying, ranging
from boundary and topographic surveys to construction and as-built surveys. He has directed field efforts for route surveys and roadway design. He has supervised the collection of field
data, calculation of property lines, and preparation of final plats and legal descriptions. Has prepared exhibits and instruments for obtaining right-of-way. Infrastructure Developments:
Mr. Lackey designed the streets, water, sewer and drainage facilities to serve Colt Commercial Center, an office park In Plano, Texas. The project required 2,500 linear feet of cotleetor
street, with parallel utilities to accommodate future development. As project manager, he supervised the design of 5,000 linear feet of paving facilities In the Creek Crossing Addition
of Mesquite, Texas. The Infrastructure served 1,200 acres of future development. The project required a 260 linear foot bridge along with 2,500 linear feet of storm sewer facilities.
Drainage Projects: Mr. Lackey was Involved In flood plain reclamation of property along Hutton Branch .Creek in Carrollton, Texas. The project required design of a seventy foot wide
concrete lined channel, and 100,000 cubic yards of fill material, along with processing HEC-2 analysis through the Federal Emergency Management Agency. The flood plain was remapped and
later developed Into Trinity Crossing Apartments. As project manager, he was responsible for the design of a 60 foot channel for flood plain reclamation along stream 2B5, a tributary
of South Mesquite Creek, in Mesquite, Texas.' The project conveyed 5,000 cfs through an industrial park.. Approximately 15 acres of land was reclaimed through channelization.
UCHUTER/JAMESON & ASSOCIATES, INC. Professional History NAME: TITLE: REGISTRATION: EDUCATION: MEMBERSHIP: Qualifications JERRY A. DAVIS, R.P.S. Vice President, Surveying and Mapping
Registered Public Surveyor, Texas International Correspondence School, Surveying and Mapping Texas Surveyors Association II Jerry Davis' experience in land surveying, mapping and calculations
includes extensive Involvement for nearly 20 years in municipal and land development projects throughout the State of Texas. Relevent Experience Surveying: Responsible for all surveying
performed by the firm including boundary, design, topographic, construction, and as-builts and for control of first and second order accuracy. Supervised data collection for field surveys,
analysis of field data for delineation of property lines, and preparation of survey plats and legal descriptions of conveyance of land throughout the state. Calculations: Utilizing a
coordinate geometry program aided by computers and high speed plotters, Mr. Davis was responsible for all calculations required for land subdivision In several development areas exceeding
500 acres. Public Works: Mr. Davis has performed control, alignment, topographic and construction and as-built surveys for a wide range of public works projects including storm sewers,
water lines and water and wastewater treatment facilities. Representative Projects: • 1-10 and Beltway 8 Interchange, SDHPT, District 12, Houston, Texas • West Belt Toll Road, Harris
County Toll Road Authority, Houston, Texas • Park Row Boulevard, Harris County, Houston, Texas • 1-45 Waterline Project, City of Houston, Department of Public Works, Houston, Texas •
Voss Road Twin Bridges and Roadway, City of Houston Department of Public Works, Houston, Texas
UCHUTER/JAMESON & ASSOCIATES, INC. Professional History iI NAME: TITLE: REGISTRATION: EDUCATION: MEMBERSHIPS: PAUL L UPPKE, P.E. Houston Region Manager, Land Development Registered Professional
Engineer, Texas, Illinois, Wisconsin and Indiana Bachelor of Science, Civil Engineering Georgia Institute of Technology, 1968 National Society of Professional Engineers American Society
of CMI Engineers II. I Qualifications Paul L. Lippke has over 20 years experience In the engineering and construction of multi-disciplined civil engineering projects. He has been responsible
for design and construction of large-scale projects, which have included large-scale flood control facilities, wastewater collection facilities, and major land development projects.
Relevent Experience As Project Engineer for Cosoer, Townsend & Associates, he worked with Mr. Wilbur Van Riper on afeasibility study of the Fort Sheridan, Illinois sanitary collection
and wastewater treatment facilities for the Department of the Army. Mr. Lippke has extensive knowledge of construction management. He was general manager for construction companies specializing
in mass grading, reservoirs, storm sewers, detention basins, sanitary sewers, water mains, paving, lighting and landscaping. His over-all total design and CQllstruction responsibility
has exceeded $150 million. Mr. Uppkewas responsible for an 80,000,000 gallon levee and flood storage reservoir that included sheet pile cut-off wall and multi-pipe controlled discharge
structure and dam for a 600 acre site. He had similar experience on a 75,000,000 gallon/429 acre project. In addition, Mr. Uppke was the SeniorProject Manager on a $22,000,000 flood
control project in Fort Bend County, Texas. Mr. Uppke has extensive experience In site design and planning. As Project Englneer, he was responsible for engineering and cost feasibility
studies for planned unit developments·ranging from a 600-acre project to a 20,Ooo-acre project. These projects Included land usage Investigation, site planning, sanitary sewer, storm
sewer, flood control, water supply, roadways. and park and recreational design. As Chief Engineer, Mr. L1ppke was responsible for site design and construction of office and industrial
parks. His projects included a highly-successful 340-acre Industrial park and two 3O-acre office parks.
II • I! r;::::===SOUTHWESTERNLABORATORIES====================================================::;, Ralph B. Barnes, Jr., P.E. Vice President/Manager North Texas Geotechnical Engineering
Division Dallas, Texas \ B.S .C.E., University of Arkansas M.S.C.E., University of Arkansas Professional Engineer Registration: Texas and Arkansas Professional Affiliations: 1970 1971
III I,I American society of civil Engineers (ASCE) National society of Professional Engineers . (NSPE) Texas society of Professional Engineers (TSPE) Ralph Barnes has accumulated over
17 years of professional engineering experience since joining SWL in 1971. In his present position of Division Manager, he has technical and management responsibilities for engineering
and field services provided by the North Texas Geotechnical Division. During his career with SWL, Mr. Barnes has directed the geotechnical engineering for many major projects inclUding:
city Center I and II in Fort Worth; The Crescent Office/Hotel Complex in Dallas; 15 miles of effluent pipeline in Midland, Texas; 22 miles of 84-inch raw water transmission line in east
Texas: Midland Regional Airport: Lonestar Steel's Coke Oven Batteries and Furnace Complex in Lonestar, Texas, and 1.6 miles of Levee and Channel Relocation of the Trinity River in northwest
Fort Worth. He cu rrently serves as project Manager for S WL's geotechnical design studies for the Dallas Area Rapid Transit System and S WL's recently completed geotechnical design
report for General Dynamic's new northwest Fort Worth facilities that include over 600,000 square feet of occupied space. Mr. Barnes is a member of the Chi Epsilon Honor society and
􀁾􀁡􀁳 named Engineer of the Year in 1988 by the Midcities Chapter of TSPE. . . L.::================================================SOUTHWESTERNLABORATORIES􀀽􀀽􀀽􀀽􀁾􀀮􀀮􀁊
III • r----SOUTHWESTERN LABORATORIES ====================================================:::;l Bruce Bailey. Ph.D•• P.E. senior Project Manaqer _ North Texas Geotechnical Engineering
Division B.A. -University of Iowa --1964 B.S.C.E. -University of Iowa -1965 M.S.C.E. -University of Iowa -1966 Ph.D. -University of-Iowa -1972 Professional Engineer Registrations: Texas,
Oklahoma, Arkansas, Missouri Professional Afflliations: 􀀮􀁾 rI American Society of civil Engineers (ASCE) National Society of Professional Engineers (NSPE) International Society for
Soil Mechanics & . Foundation Engineering National Water Well Association Bruce Bailey has accumulated over 20 years of professional engineering experience in Texas and the midwest,
and more recently, as Senior Project-Manager with S WL in Dallas. He also served as an Assistant Professor of civil Engineering at North Dakota State University from 1970 to 1973. During
his career, Mr. Bailey has assumed technical and managerial responsibilities on a variety of projects including highrises, office, commercial, municipal and school buildings, excavation
bracing and dewatering, levees, embankment dams and dam safety inspections, power plants, transmission lines, highways, pavements, railways, bridges, industrial plants, river front and
docking facilities, surface mining equipment facilities, and water and wastewater treatment plant structures, slope failure studies, geotechnical instrumentation, hazardous waste management
and groundwater monitoring studies, RCRA Part B permits, "Superfund" site and other geo-environmental studies, inspection and testing of geotechnical construction on numerous projects.
He has served a Project Manager and Senior Geotechnical Engineer for $WL on a study of 3000 feet of vehicular transit tunnel for -the City of -Dallas and currently _serves as Senior
Geotechnical Engineer on SWL's design study fo:.: two miles of 20 foot. diameter twin bored tunnels for the Dallas Area Rapid Transit. System. L.::::=================================================S
OUTHWESTERN LABORATORIES ====::J
I . II[ : II ..-====SOUTHWESTERNLABORATORIES====================================================::;-, Robert C. Sneed senior Geologist North Texas Geotechnical Engineering Division B.S.
-Geology -Texas A &M university -1960 Professional Affiliations: Member of The National Water Well 'Association Licensed Water Well Driller: License No. 2484 Bob Sneed has accumulated
over 25 years of experience in providing geological studies throughout the united States. He began his career with Spencer J. Buchanan and Associates, where his responsibilities included
geologic report preparation, sample testing, field operations supervision, and genel:al consulting. Since then, he served as Staff Geologist for Teledyne Geotech before joining SWL in
1971. His exp erience also includes, but not limited to, the following: Earthen Dam Exploration, Mineral Exploration, Landfill site Exploration, Installation of Monitor Wells, Electric
Logging, Geologic Mapping, Groundwater Studies, and Construction and Design of wells for underground coal gasification. Some of his major projects include: Sanford Dam, Red Draw Dam,
ARCa Coal's underground coal gasification in Texas, Colorado, and Wyoming; Texas Utilities Lignite Exploration near Rockdale and Tatum, Texas; and numerous projects involving installation
of monitor wells. Mr. Sneed has experience in diverse applications of geo-electric logging such as mineral exploration, selection and installation of seismic stations to register remote
underground atomic blasts, and exploration for materials used in the production of cement .and construction materials for Gifford-Hill, . General Portland Cement, Lone Star Industries,
and several other major manUfacturing companies. t...===::=================================================SOUTHWESTERNLABORATORIES=.===,J
II1II Service is the cornerstone of the LlJA corporate philosophy. Our services are designed to improve the engineering process as well as the product; they progress from feasibility
through construction. Scheduling deadlines and budgets are responsibilities we take seriously. And over the years, we have continuously demonstrated our ability to manage a project to
completion. II1II At Lichliter/Jameson & Associateswe value both our clients and their projects -as evidenced by the many longstanding client relationships we have built over the years. Our top priorities remain: to respond quickly and
effectively, to make the process smooth and simple. and to find the correct engineering solution for a project, from every perspective.
..,.
TheL/}A Management Team
Jay Dee was founded in 1966, by John Di Ponio, in Detroit, Michigan. Through the years, we have grown to several corporations, expanding in both area of interest and geography. Jay Dee
represents a diverse combination of people, equipment and experience. We are forerunners in the jacking of reinforced concrete pipe for long distances. Jay Dee designs, builds and serves
as consultants on tunnels, pump stations, underground structures and other related projects. Jay Dee operates, leases and sells from a large fleet of tunnel boring machines, tunnel back-up
equipment, earth drills, rock drills and heavy construction equipment. Contact us about your particular needs. Front cover -Night shift mining in Orland Park, Illinois on a tunnel project
for the Metropolitan Sanitary District of Greater Chicago. Left -Shaft excavation for M.S.D.G.C., Connecting Structure 6A, T.A.R.P. Program.
4
Jacking Pipe Jacking pipe for underground conduits is pot a new method. Tunnelers have used this method since the turn of the century. But, jacking pipe for long distances, for long
tunnel projects, is a modern technique. Jay Dee has 􀁢􀁾􀁥􀁮 usjng the jack pipe method since it's founding. Much of the equipment and procedures 􀁵􀁳􀁾􀁤 today were pioneered by Jay
Dee employees. The combination of modern mining machinery, laser alignment, bentonite lubrication and high pressure jacking equipment, has given us the ability to jack runs of reinforced
concrete pipe 1600 feet long. Reinforced concrete pipe from 42 inches to 102 inches l. D. has economkally been mechanically mined and 􀁪􀁡􀁣􀁫􀁾􀁤􀀮As the prke of steel, lumber and concrete
increase, the range of diameters where jacking pipe would be competitive will increase. . Many governmental agencies, consultants, engineering firms and industrial firms are recognizing
the potential and economks of sewers and underground conduits built by jack pipe methods. 􀁐􀁩􀁰􀁾 jacking is accepted and 􀁳􀁰􀁥􀁣􀁩􀁦􀁩􀁾􀁤 by: Metropolitap Sanitary District of Greater
Chicago City of Chicago, Illinois State of Illinois State of Mkhigan City of Detroit, Michigan Oakland County, Michigan Top left -Hydraulic jacks are retracted. The locomotive with muck
cars has been drive.n under the Gonveyor. Top 􀁾􀁩􀁧􀁨􀁴 -Reinfql'ce;d)c?ncrete pipe is lowel'ed onto the lCl.llI1,ch pad. Bottom left -Jacks are extended. pushing the reinforced concrete
.pipe as the mining machine tunnels forward. Bottom right -Jacks are fully extended. Muck is brought into shaft by locomotive and lifted out of shaft. 5
Jacked Tunnel Construction Technique A. Shielded mining machine B. Target pit C. Belt conveyor D. Push jacks . E. Steel jacking can F. Muck cars G. Battery operated dinky H. Bentonite
slurry lubricant (applied from inside of pipe) 1. Track J. Steel jacking ring K. 2 to 6 hydraulic jacks (arranged at or below spring line) 1. Laser beam (back in tunnel to avoid vibration)
M. Grout N. Shaft O. Track section P. Bentonite pump and mixer
G
Right 􀁾 Raise bore and boot develope ment, 220' deep 􀁾 McCook, Illinois. Bottom 􀁬􀁥􀁦􀁴􀁾 Boot development in limestone, 250' deep 􀁾 Alsip, Illinois. Bottom right 􀁾 Underground
pump room with temporary scaffold for concrete placement and rock bolting, 250' deep 􀁾 Alsip, Illinois. Next page 􀁾 Horseshoe rock tunnel with concrete curb and invert 􀁾 Alsip, Illinois.
8
Mining in Rock Jay Dee has worked to depths exceeding 250 feet in both mining and concrete operations. Using both hand mining (drill and blast) and machine boring methods, we have constructed
many complicated excavations in rock. Projects completed involved rock bolting, cement grouting and chemical grouting. Some projects have used raise bore techniques. As designer, consultant
or contractor, Jay Dee will work in all areas of underground construction.
'Top left -,-Horseshoe monolithic concrete sewer in rock -Alsip, Illinois. BottOl;n far left -Muck conveyor alld muck car i.n 102" riballd lagging tunnel -Lallsing, 􀁉􀁬􀁬􀁩􀁉􀁬􀁯􀁩􀁾􀀮
IBottorn left -,-91" rih.and laggiIlg tunnel 1-,-Prospect Heights, lUin()is. ;B(:}lo:w -'-120" R.e,p. seWel.' inopen cutIRedford Townshtp, 􀁍􀁊􀁣􀁨􀁩􀁾􀁗􀁉􀁬􀀧 t IllY DE:}E:} has built
tunnels through clay, sand alld gravel, hard pan, and silts usillgboth hand and machine mining methods. We have lined these tunnels in a variety of ways, including: Rib and Lagging Liner
Plates Pushing Steel Cans and Ja,ck Pipe To complete. these . tullnels, .. we. have placed monolithic concrete or reinforced concret,8 pipeillside the primary lining. Jay pee hils als()
constrl!yted many projects by open cut methods, involving opE:}n trench, steel sheeting, sand-box, and other procedures.
Shafts and Connecting Structures Jay D13e has desi.gned and constructed many types of shafts. These shafts are used for building stru,ctureS1 work 􀁳􀁨􀁡􀁦􀁴􀁾 for tUIlnel projects,
drop manholes, and deep wells for pump stations. Shafts. are built in soft grqund with. steel beams, wood sheeting, liner plates, and concrete. Shafts in rock involve grouting; rock
polting, rock dowellin.g alld wire mesh. Each material has its own advantages. Soil conditions and 􀁳􀁰􀁡􀁣􀁾 requirements govern the most economical design. Jay D13e has complete facilities
to help with your shaft or structure requirements. Top (ar left __ Looking up at. pre-hung re-steel and work platforlll on a portion of a shaft t.o be slipforrued. Top left -Shaft for
a connecting structure to a deep drop manhole. Ilqttom left -Drilled drop shaft (in rock) showing concretebase in place. i).bove __ 60' diarueter sha(t for pump station, 105/deep -Detroit,
Michigan. 13
" j -"iI,Jay Dee has constructed a variety of pump stations, including submersible pumps and drywell types. Rejcently, we built several for the Metropolitan Sanitary JDistrict of Greater
Chicago, that won national awards. The largest was a 20,000 G. P. M. drywell type that -IPumps sewage against 250 feet of head. Pre-hung rein.I forcing steel and slip form concrete placement
were j used in the construction. J Top left -Superstructure of a pump station for the Metropolitan Sanitary District of Greater Chicago. Bottom left -Debris basket and barscreen rake
inside pump station. Top right -Starters and telemeter equipment controlling pump station. Bottom right -Two 5000 GPM pumps in pump room, 250' deep.
Jay Dee moves men and machinery worldwide; building, consulting, or supplying equipment on all types of projects. For information on how we can serve you, please contact: JAY DEE CONTRACTORS,
INC. 38881 SCHOOLCRAFT ROAD LIVONIA, MICHIGAN 48150 (313) 591-3400 THOMAS S. DIPONIO PRESIDENT
Integrity. Since 1912, Southwestern Laboratories (SWL), has helped ensure the structural integrity of countless buildings, highways, re-fineries, oil rigs, power poles, dams, bridges,
and airports-by testing materials and inspecting construction performance. We have helped industry protect the environment by measuring for harmful substances in the air, water, and
earth. We have helped owners and developers determine their land potential and develop efficient solutions for their project foundation design. Through our services we have made a host
of large and small products safer, stronger and more economical. In effect, we have helped clients achieve better results. Our client list has grown, mainly by referral and repeat business,
to the point that we are now ranked as one of the top five laboratories in the nation. We are also one of the few recognized by the American Association of Laboratory Accreditation-a
fact that reflects our sincere commitment to evaluate and improve our services, as well as maintain our high level of quality. It is significant that the strictest standards we follow
are part of our own quality assurance program which we developed to enhance and preserve our credibility. Andour integrity. Our size and versatility are a reflection of our dependable
performance in examination and test assignments. Today, with approximately 500 people in 16 offices throughout the Southwest, we provide expertise in geotechnical, construction materials,
environmental, and metallurgical engineering. We offer specialists in the field of nondestructive examination, mechanical testing and analytical services. To provide these services we
use an impressive list of sophisticated testing and examination equipment-but whatwe actually provide is assurance as we seek to understand the inherent factors before arriving at solutions.
Clients who have dealt with Southwestern Laboratories in the past often don't realize our diversity, because we offer the personalized service of a much smaller firm. Our policies are
apparent in the responsive attitude of our staff. Ours is an environment where information and techniques flow between professionals in all of our offices. This effective blend of talent
enables us to offer an impressive range of services designed to satisfy our clients and their needs. That's what we mean by integrity.
Grain size, triaxial strength, permeability, consolidation, and direct shear are some tests used to determine soil engineering properties. Geotechnical analysis continues past design
to inspection of the actual foundation consuucDon,particularly earth-work and footing preparation. The complex material beneath the ground's surface must be evaluated before a man-made
project can be built. To be successful a project must attain proper interaction of soils and foundation systems. SWL's geotechnical engineering services range from initial site evaluation
to development of complete site-specific engineering criteria. Our geotechnical work involves recommendations for the selection, design, and construction of effective foundation systems.
We perform more than 3,000 subsurface investigations each year for structural foundations, embankments, and earth retaining structures. For exploration and sampling, we have a fleet
of more than 30 drilling rigs capable of shallow boring as well as deep rock penetration. We also also have allterrain vehicles to access difficult sites. Our geotechnical engineers
analyze and interpret the results of test programs designed to measure the engineering properties of subsurface soils. Our reports recommend foundation types, predict performance, suggest
construction sequences, and identify potential construction problems. Once underway, we observe soilsrelated construction to verify subsurface conditions, and to help ensure that anomalies
are quickly discovered and resolved. As part of our consulting services, we perform geotechnical reconnaissance for feasibility studies on tracts of land. Our field sampling and mapping
processes are used to locate potentially valuable subsurface deposits. We also investigate the cause of foundation-related building distress and provide a full range of ground instrumentation
to detect potentially harmful movement and vibration. In all of our work we have joined the design group as professionals with a strong team attitude. The results are always better value,
better safety, and better quality in geotechnical engineering for the client. Experience with foundation systems includes monitoring drilled piers, underreamed footings, spread footings,
mat foundations, driven piles, and rock anchor installations. 􀁁􀁴􀁲􀁩􀁧􀁨􀁴􀁥􀁦􀁦􀁬􀁣􀁭􀁮􀁴􀁤􀁭􀁰􀁡􀁾􀁨􀁭􀁧 of equipment from a network ofSWL offices means quick results for clients
with remote or multiple sites.
Our geotechnical staff analyzes engineering properties of the soil to see how earth and structure will work together.
We evaluate construction materials quality and performance to help make sure a project is completed the way it was designed.
Slump, air entrainment, unit weight, and cylinder or beam tests are made at reasonable intervals to monitor uniformity and consistency of concrete during placement. At left, SWL has
provided concrete mix designs, longrange creep tests, and quality control on projects with structural concrete strength requirements as high as 10,000 psi. Quality is a basic concept.
Quality assurance in construction is one of our most valuable and essential services. The process from planning and design through construction completion is a long and intricate one.
Our involvement helps prevent deviations that can affect the quality or compromise the design. It's that simple, and that complicated. SWL has a staff of materials engineers and engineering
technicians, trained to know structural adequacy of construction materials. On a single project, we may be called upon to verify quality of soils and materials used in the construction
of foundations, the steel and concrete used in the critical structural framing, and finally the roof composition and curtain wall system. Concrete. Our staff and facilities are equipped
to evaluate the many factors that affect the quality of concrete used in pavements and structures. The projects range from runways to high rises. Our equipment, including instrumentation
used in the field and at the concrete plant, enables us to confirm and demonstrate that concrete is produced to specific requirements. We also design and prepare concrete mixes, often
using full scale trial batches that contain all specified qualities. We have helped pioneer the use of concrete additives such as fly ash cement and super plasticizers in some of the
first high-strength concrete used in office towers. We develop quality control plans for a project which begin at the concept stage and continue throughout concrete placement. Roofing.
SWL has earned an exceptional reputation in the monitoring of roofing systems. We test insulation, bitumen felts, and aggregate for conformance. We recommend preventative maintenance
programs and and provide site inspections to help make sure a roof is installed the way it was designed. Fabrication inspection of pre-cast, pre-tensioned, and post-tensioned concrete
structural members includes checking the stressing sequence andrequired tensioning forces. Concrete test cylinders are tested in a computer controlled testing machine which gives direct
data printout of strength criteria.
Welding inspection concerns weld metal type, size, joint alignment, bevel, root face and opening, pre-heatand interpass temperatures, sequencing andproper environment, all vital to a
sound structural connection. Our Resilient Modulus Device predicts bituminous mixture performance and determines fatigue resistance andmoisture susceptibility. With our associated Environmental
Chamber stress/strain properties at various conditions can be determined. Structural Steel. For more than 50 years, we have worked with design teams to monitor both welded and bolted
systems in structural steel fabrication and erection. With structural steel, our responsibility is to inspect the details that add up to completion of a high strength system in compliance
with design requirements. We continue to playa vital role in the changing skylines of cities throughout the Southwest. Our welding inspectors inspected the first highrise structure to
have totally welded connections, and more recently, monitored the tallest steel and concrete composite structural frame building in the world. Windows and Curtain Walls. Our facilities
include testing chambers which can hold glass composites up to 600 square feet. Using concentrated and high wind loading, we conduct exposed static testing for air and water infiltration
and structural adequacy. We also provide job-site testing to determine the quality of installation. Timber Products. Through a series of tests and visual inspections at the wood preserving
plants and in the field, we provide a comprehensive range of timber testing services. We inspect and qualify poles, piles, lumber cross ties, switch ties, and crossarms for utility companies,
public power districts, state highway departments, railroads, and local municipalities. We also evaluate wood preservatives and develop procurement specifications. Bituminous Materials.
The successful use of asphaltic pavement is the culmination of detailed specifications, aggregate integrity, careful mix design, and adequate monitoring as it is produced at the plant
and placed in the field. SWL provides conventional bituminous materials testing which includes plant and laydown inspection and mix designs. In addition, we have a full service bituminous
laboratory which evaluates binders and mixture properties. SWL has participated in the research and development of asphalt cement modifiers and asphalt binders to enhance asphalt cement
performance. Inspectors at wood preserving plants in Texas, Ark., La., and Miss. inspect and test timber products for physical characteristics, manufacturing imperfections, and preservative
treatment. At right, our tests and inspections are closely coordinated with complicated construction schedules to help prevent entry of noncomplying materials.
SWL has led the industry in developing inspection and quality control procedures for construction.
NDE is for clients who need an accurate evaluation of critical or valuable components without effect on the tested part.
An immersion ultrasonic inspection unit with the latest computer-driven scanning capability is used to test directly on the surface or immersed when component size dictates. At left,
radiographic shooting bays, served by overhead cranes, are large enough to handle the largest castings, headers, valves, forgings and other products for examination. Southwestern Laboratories
has proved itself a leader in the development and application of nondestructive examination (NOE) techniques. Our I\lOE services are developed for use at critical stages in the manufacturing
process to optimize production and assure quality of a finished product. We offer diversity and capability, including the largest in-house NOE facility in Texas, with radiographic, ultrasonic,
magnetic particle, liquid penetrant, and pachometer testing. With an extensive network of laboratory and mobile facilities, we can conduct full scale nondestructive investigations in
the laboratory, fabrication shop, or on a specific site. We serve clients with oil, manufacturing, construction, nuclear, and industrial backgrounds, but our services can be applied
to any project with a need for the nondestructive process. Our t\IOE projects have included examining handguns for courtroom evidence and oil paintings for concealed masterpieces. Our
I\lOE staff is certified in accordance with SNT-TC-1A, and can perform examination to all major codes and specifications. In addition, our inspectors have expertise in radiographic procedures
which can evaluate corrosion, erosion, wall thickness and certain discontinuities in valve bodies, pipes, forgings, castings, weldments, and fittings while they are still in service.
Newer techniques that have been applied recently are "flash" radiography and mapping of UT indications with a computer scan. Up-to-the-minute training is critical in this expanding high
technology field. We are an innovative group, and many of our experimental efforts have paid off with customized testing procedures for individual clients. Ultrasonic testing is used
in the field to verify the structural integrity of field welds and the absence of laminar tearing in the adjacent parent metal in massive structures. With the permanent film record provided
by NDE radiography, we can serve as Level III consultants or thirdparty expert witnesses.
Metal failure analysis can lead to more enlightened material selection and improved product performance. Analytical studies reveal grain size, inclusion counts, proper heat treating,
contamination and microscopic abnormalities. Countless products and facilities we rely on every day depend on metal quality and its manufacture, fabrication, and assembly. Southwestern
Laboratories has an outstanding facility for specialized testing, inspection and consultation in the uses of metals. With the increased emphasis on getting the most from a metal without
impairing safety and performance, metal failure is always a serious problem. We are one of the few materials firms to provide complete failure analysis. This failure analysis, along
with hardness testing and metallography, can be performed in the field as well. Our metallurgists use microscopy to examine the innermost aspects of metal specimens, and determine the
cause of material degradation and failure. Their findings can be used to improve the product for future applications, or to determine the area of responsibility involved in its faulty
performance. We use microprocessor-controlled mechanical systems to test for tensile, yield, metal elongation, reduction of area, ductility and impact, using specimens prepared in our
own machine shop. Strain gauges are often utilized to monitor performance of prototypes as well as production parts in service measuring actual stress levels under service loading. We
use computer-controlled x-ray fluorescence, with wet chemistry for reference, to determine metal composition. Welding procedure and welder qualification services are available to all
areas of the fabrication industry, both on-site and in our laboratories. The data and engineering reports that we generate from these tests are prepared by experienced chemists and metallurgical
engineers. Whatever the project, we have the resources to investigate, measure, analyze, and pass judgment on the quality of metal in all forms and uses. Our automated testing system
records tensile and compression test results on a CRTscreen, with key results printed on command. At right, our most widely used equipment in metals chemistry is the x-ray spectrometer
and x-ray diffractor which are used to analyze and identify a wide range of metals, non-metals, and compounds.
Our complete capability in testing, inspection, and consultation on metal use means improved quality, performance, and safety in metal products.
We keep pace with regulatory agency requirements, using state-of-the-artlaboratory facilities and mobileenvironmental testequipment.
Water tests include complete chemical, biological, and bacteriological analysis as well as routine discharge permit monitoring. At left, monitoring well installation at hazardous waste
sites is a highly specialized service that must be performed under rigorous safety procedures. To us, an environment is a space as small as an automobile or as large as the Gulf of Mexico.
It can involve any aspect of the air, the water, or the earth. We monitor, define, and analyze contamination of processes that affect the quality of all envi ron ments. We work closely
with manufacturers, utility, petrochemical and industrial clients, as well as local, state and federal regulatory agencies to provide in-depth problem analysis. We develop data and the
recommendations needed to assist with complex solutions. One service is the preparation of Environmental Site Assessments to evaluate properties for potential purchasers and lenders.
If necessary, we have the equipment and analytical capabilities to sample and test soils, waters, and wastes at the site. Our source emissions tests use equipment developed by our own
personnel to determine compliance with EPA, state, and local air pollution regulations. We offer groundwater monitoring with identification and characterization of pollutants, and assist
in evaluations of landfill and other disposal systems. In all cases, we can assist our clients in the presentation of technical data to the regulatory agency. Our certified inspectors
inspect schools and other buildings for asbestos containing materials in accordance with the Asbestos Emergency Response Act (AHERA). We also provide environmental testing in the workplace.
Using NIOSH and OSHA guidelines, we measure contaminant exposure-whether that means asbestos in a school classroom or carbon monoxide in a parking garage. For clients in marine operations,
we test fire safety, air compressors, navigational systems and hazardous vapors for compliance with the Coast Guard regulations. In addition, we perform environmental evaluations to
determine product compliance with health codes or manufacturer specifications. We have demonstrated that we consistently provide accurate, thorough, and efficient test results and recommendations.
In this small way, we are proud to contribute to the quality of life on our planet. Air pollution tests include source sampling, high volume and ambient air analysis for gases and particulates.
Gas Chromatograph/Mass Spectrometer analyzes for organic contaminants in air, soil, water, and sludges.
Our scanning, infrared spectrophotometer identifies and fingerprints organic compounds, often for the preliminary identification of organics and all types ofpolymers. Atomic absorption
spectrophotometers are basic equipment in chemical analysis, offering extremely low detection limits for such materials as hazardous waste, fly ash, andcement. When we began as an analytical
laboratory more than 75 years ago, our tests were primarily related to agriculture. Today, our analytical chemists use extensive equipment and instrumentation to test and analyze many
complex substances including metals, water and air polutants, petroleum products, cosmetics, foods, pharmaceuticals-even nuclear waste. We offer comprehensive analytical services directly
to our clients as well as support to the metallurgy, environmental, soils, and materials engineering services of the company. We perform independent studies for clients in need of comparative
testing and objective reportingon substances as diverse as popcorn and boiler vessels. Our complete petroleum capabilities include all tests required by Federal Emission Standards and
the Texas Railroad Commission Rule 36. We provide product specification tests for fuel oil, diesel, gasoline, lube oils, and pipeline products. Tests of crude include all physical characteristics
and chemical properties. We also develop and evaluate vapor recovery systems. Our Geochemistry includes total organic carbon analysis of rock samples as an initial step of basic screening
in source-rock evaluation. Our innovative staff keeps pace with industry, supported by our in-house program for quality assurance and continuing education. Frequently we work with industry
to help it comply with new governmental regulations. Southwestern Laboratories has a staff of qualified chemists versed in a broad spectrum of technology and analytical processes. Supported
by the most sophisticated instrumentation available, they provide a vital link in the chain of SWL testing and reporting services. We use a complete range of ASTM and other standards
to analyze gas, oil, and gasoline in the laboratory and the field. At right, an inductivelycoupledplasma emission spectrophotometer with multi-€/ement capabilities is used to detect
metals in alloys, water, wastewater, and hazardous waste.
Southwestern Laboratories provide comparative analysis and objective reporting on a full spectrum of substances.
SOUTHWESTERN LABORATORIES' SERVICES Geotechnical Engineering Site feasibility studies Foundation design analyses Construction monitoring Construction materials source studies Full-scale
load tests Ground vibration monitoring Foundation settlement monitoring Monitoring well installation Locating and defining mineral deposits Construction Materials Engineering Development
of quality assurance and quality control programs Mix designs for concrete, bituminous pavements and soil cement Field inspection and laboratory testing of concrete, asphaltic pavements
and masonry Research and development of asphalt cement modifiers Asphalt binder evaluations Nondestructive testing of concrete structures and pavements Soils compaction and stabilization
tests and inspection Structural steel fabrication and erection inspection Roofing inspection, evaluation, and monitoring Window and curtain wall testing Refractory and insulation testing
Paint and coating testing Wood Products Inspection and Testing Piles Poles and crossarms Timber and lumber Cross ties and switch ties Analysis of wood preservatives Preservative retention
Preservative penetration Evaluation of existing structures Development of specifications Nondestructive Examination Ultrasonic Radiography Magnetic particle Liquid penetrant Reinforcing
steel location NDE Level III consultant services Metallurgical Engineering Failureinvestigation Material selection Coating/plating testing Metallographic studies Corrosion analysis Accelerated environmental testing Stress analysis Heat treating studies Elastomer evaluation
Expert testimony Insitu Metallography Mechanical Testing Tensile testing Compression testing Hardness testing Impact testing Bend testing Welding procedure and welder qualification Strain
gauge application Fatigue testing Environmental Services Water and air pollution monitoring and testing EPA, TACB, TWC, NPDES, FDA, and OSHA compliance testing Waste discharge permits
Groundwater contamination analysis Pesticides and herbicides analysis Priority pollution determinations Hazardous waste analysis Solvents and chlorinated hydrocarbon analysis Asbestos
analysis and abatement Environmental site assessments Analytical Services Metals Petroleum Coal Agricultural Foods Water Major Instrumental techniques available X-ray fluorescence and
diffraction Flame/Non-flame atomic absorption Plasma emission spectrometry Gas chromatography/Mass spectrometry Gas chromatography Infrared spectrophotometry UVNIS spectrophotometry
Fluorescence spectrophotometry Calorimetry Polarizing and phase contrast microscopy Organic elemental analysis Transmission electron microscopy Dallas
􀁾􀀭􀀱 .1 ]·-1 *Houston Office Dallas Office J 222 Cavalcade 2575 Lone Star Drive P.O. Box 8768 P.O. Box 224227 ] Houston, Texas 77249 Dallas, Texas 75222 (713) 692-9151 (214) 631-2700
Metro (214) 263-1133 *Corporate Office 1 __ J Alexandria Office North Texas I 3820 State Highway 165 N. Geotechnical Division P.O. Box 8595 2575 Lone Star Drive __1 Alexandria, Louisiana
71306 P.O. Box 224227 (318) 640-8362 Dallas, Texas 75222 -) Austin Office (214) 631-2700 I 4150-B Freidrich Lane Metro (214) 263-1133 ..--' P.O. Box 17366 San Antonio Office Austin,
Texas 78760 2435 Boardwalk -Ii (512) 447-9081 P.O. Box 17965 .J Beaumont Office San Antonio, Texas 78217 1850 IH 10 South (512) 822-2116 P.O. Box 5296 Denison Office Beaumont, Texas
77702 3231 S. Woodlawn (409) 842-0414 Suite D Conroe Office Denison, Texas 75020 I 403 South San Jacinto (214)465-1071 IJ Conroe, Texas 77301 Shreveport Office (409) 539-5135 7222 Greenwood
Road Fort Worth Office P.O. Box 37577 2200 Gravel Drive Shreveport, Louisiana 71133 P.O. Box 1379 (318) 636-3673 Fort Worth, Texas 76101 Rio Grande Valley Office (817) 284-7755 106 S.
Arroyo Boulevard Metro (817) 589-7211 P.O. Box 897 Galveston County Office Los Fresnos, Texas 78566 --] 2522 Texas Avenue (512) 233-4478 Texas City, Texas 77590 Texarkana Office (409)
948-8494 101 Bailey Drive Midland Office P.O. Box 5924 I 1703 West Industrial Texarkana, Texas 75505 J P.O. Box 2150 (214) 838-4511 Midland, Texas 79702 Wood Preserving I (915) 683-3349
Inspection Division Monroe Office 222 Cavalcade J 1712 Jackson P.O. Box 8768 P.O. Box 1321 Houston, Texas 77249 J Monroe, Louisiana 71210 (713) 692-9151 (318) 387-4103 D/FW International
Airport Project Office P.O. Box 610488 ) D/FW Airport, Texas 75261 I (214) 574-4451 J J1)