.." 􀀭􀀢􀀮􀁾􀀠-_ .. lII!I!1Ia 1996 North Dallas County Water Supply f 􀁾􀀠 Sewer Tunnel Agreement Addison & Farmers .-!ii'PIV"'" __ ll...."'"n ..... 'h_ . l. r 
􀁾􀀺􀀩􀀠􀀯􀁾􀁾􀁾ENGINEERS CONSOER TOWNSEND ENVIRODYNE ENGINEERS, INC. February 4, 1997 10700 Richmond Avenue North Dallas County Water Supply Corporation Post Office Box 819010 City
of Farmers Bram,h, Texas 75381-9010 Suite 275 Attention: Mr. Jerry Murawski" SUbject: North Dallas County Water Supply Corporation Phase 1-Sanitary Interceptor Sewer Houston, Texas 77042
F ina! Report Gentlemen: Phone: (713) 780 7168 Submitted herewith is the Final Report for the subject project: I. PROJECT REVIEW Fax: (713) 780 7193 A. 􀁾􀀠1. Construction The construction
of the project is complete including the one year warranty Post video of the inside ofthe sewer for its entire length, Substantial completion was September 21, 1996. The Post videos
were submitted for final review on December 10, 1996. 2. Post Video Review A review ofthe Post video tapes is as follows: a. The grade and alignment of the sewer is excellent with no
offsets 0r dips. b. The tee-lock liner is also in excellent condition with 􀁾􀀠. joint in the sewer sewer and manholes sealed. There are absolutely no leaks. c. The flow varies in depth
from ± 1 inch below the 270 degree tee-lock liner to ± 3 inches above the edge ofthe liner. The flow is smooth and uniform. The video was taken during a dry period with no rain before
or during the video taping. Q;n,(cPPY,ofthe.4 video tapes will be sent under separate 􀁾􀀮􀀺􀁩􀂣􀀬􀀠cqyer; " . '. . \; ., .. \-\, . '. , \ \ \, 
􀁾􀁾ENGINEERS CONSOER TOWNSEND ENVIRODYNE ENGINEERS. INC 3. Restoration All restoration has been completed. 4. Record 􀁄􀁲􀁡􀁷􀁪􀁮􀁾􀁳􀀠One copy of sealed Mylars and electronic CAD discs
of the record drawings were submitted June 10, 1996. 5. Pictures Construction pictures have been bound in two books. These books will also be sent under separate cover. II. FINAL CONSTRUCTION
I. Original Bid Price = $ 11,046,890.00 2. 􀁃􀁨􀁡􀁮􀁾􀁥􀀠Orders Net total of3 Change Orders is a deduction of= $ 89,709.72 3. Final Construction Cost = $ 10,642,336.01 The contract is
a Unit Price Contract. The final cost is the. net amount of the Change Order reduction and the payment for actual pay items measured in place on a unit price basis. 4. The Final Construction
Cost is $404,553.99 under the original Bid Price. III. ODOR CONTROL A. General Shortly after the Phase II sewers from Farmers Branch and Addison were connected into the tunnel, odors
associated with hydrogen sulfide gas were detected around the tunnel vent pipe vents. vents. Generally these odors are only detected during warm weather. There is minimal to no odor
during the late fall and winter months. B. Corrective Action In order to determine the cause and potential magnitude of the odors several steps have been taken. 1. Air Quality Analvsis:
Armstrong Environmental, Inc. has been contracted by CTE to provide air and gas sampling of the six vents associated with the 60 inch tunnel. 2 
􀁾􀁭ENGINEERS CONSOER TOWNSEND ENVIRODYNE ENGINEERS, INC. 2. Chemical Analvsis ofSewage: ERMI Environmental Laboratories has been contracted by CTE to provide a chemical analysis of
the sewage over a 24 hour period at 4 locations, including one each of sewage being discharged by the Addison and Farmers Branch Phase II sewers immediately up stream of the terminal
turmel shaft. The results ofthese air and water samples will be available during February 1997. Several odor control systems, which will treat the hydrogen sulfide in the liquid state
rather than treating the generation of hydrogen sulfide gas that is released from solution, will be analyzed. A separate report will be prepared after the laboratory tests have been
completed, and a recommended system including operating and chemical costs will be submitted. 3. Interim Solution Installed In order to remove the gaseous odors at the vents Unisorb
Corporation has modified the existing vents so that carbon pellets can be placed in the vents, which filter the odor (gas) as it passes through the vent. The carbon pellets have been
installed and the odors have been removed. The cost ofthe pellets are $525 for the four vents where odors were detected. The carbon will probably not be required to be removed during
the winter. There is no history oflongevity ofthe pellets in the summer but Unisorb estimates ± 3 month changes in the summer. IV. SUMMARY AND CONCLUSION A. Final Payment Based on Final
Payment Request No. 26, it is recommended that the Contractor be paid in full in the amount of$181,919.27. B. Final Inspection ofInterceptor Sewer TurmeJ and Open Cut Final acceptance
of the sewer is recommended. There are no visible defects along the entire length ofthe sewer. There are a1S0!lQ leaks. The line and grade are straight with no offsets. Consoer Townsend
Envirodyne appreciates the trust placed in our firm to provide Engineering Design and Construction Services to successfully complete this project. We wish to thank the engineering staffs
of both the City of Farmers Branch and the City of Addison and the North Dallas County Water Supply Corporation Board for their excellent cooperation and assistance. Yours truly, CONSOER
TOWNSEND ENVIRODYNE ENGINEERS, INC. Wilbur Van Riper Project Manager 3 
REC'D JAN 3 1 1997F.9J FaRmeRS BRanCI-f. january"29; 1997 )0: Charles Cox, Director of Finance FROM: jerome Murawski, jr., City Engineer SUBJECT: NDCWSC Contract Administration The attached
detail of tasks reflect City of Farmers Branch Engineering staff time for the NDCWSC Interceptor Sewer. The project manager agreement was executed April 15, 1993 and Engineering staff
time is for the months of October, November, and December, 1996. Phase I: Project Engineer 8 hours Engineering Inspector 12 hours Phase II: Project Engineer 7 hours Engineering Inspector
78 hours Please invoice the Cities per agreement including any time for financial administration and public relations and administrative services. JVM:nm attachments cc: Abhn Baumgartner,
P.E. V Town of Addison B,\SISTIME.ONDINDCWSC 
GARY OSHEL PROJECT ENGINEER PHASE I October 24, 1996 • 2 hours Review proposal for odor control with Consoer Townsend & Associates October 28, 1996· 1 hour Process purchasin!:l order
for odor control November 7, 1996 • 2 hours Review agreements for air testing and sampling November 21, 1996 • 2 hours Coordinate installation of odor control December 26, 1996 -1 hour
Process payment for odor control 8 hours total for Phase I PHASE II November 19, 1996 -2 hours look at replacement trees for restoration December 5, 1996 -2 hours Meeting with Providence
Towers re: restoration Nov. 1996 -Dec. 1996 -3 hours Various communications with property managers, contractor re: tree replacement 7 hours total for Phase II 
Barry Maternowski Engineering Inspector Phase I November 22, 1996 -8 hours Installing odor control @vent stacks December 23, 1996 -4 hours Air sampling conducted Phase II October 1,
1996 -2 hours October 22, 1996 -2 hours Inspection Inspection October 2, 1996 -2 hours October 23, 1996 -2 hours Inspection Inspection October 3, 1996 -2 hours October 24, 1996 -2 hours
Inspection Inspection October 4, 1996 -2 hours October 25, 1996 -2 hours Inspection Inspection October 9, 1996 -1 hour October 28, 1996 -2 hours Inspection Inspection October 10, 1996
-1 hour October 29, 1996 -2 hours Inspection Inspection October 11, 1996 -2 hours November 1, 1996 -1 hour Inspection Inspection October 14, 1996 -1 hour November 4, 1996 -1 hour Inspection
Inspection October 15, 1996 -3 hours November 5, 1996 -1 hour Inspection Inspection October 17, 1996 -2 hours November 6, 1996 -2 hours Inspection Inspection October 18, 1996 -2 hours
November 7, 1996 -3 hours Inspection Inspection October 21, 1996 -1 hour November 11, 1996 -1 hour· Inspection Inspection 
November 12, 1996 -2 hours Inspection November 13, 1996 -2 hours Inspection November 14, 1996 -2 hours Inspection November 15, 1996 -1 hour Inspection November 20, 1996 -2 hours Inspection
December 2, 1996 -2 hours Inspection December 3, 1996 -2 hours Inspection December 5, 1996 -2 hours Inspection December 6, 1996 -2 hours Inspection December 9, 1996 -2 hours Inspection
December 10, 1996 -2 hours Inspection December 11, 1996 -1 hour Inspection December 12, 1996 -2 hours Inspection December 13, 1996 -2 hours Inspection December 16, 1996 -2 hours Inspection
December 17, 1996 -1 hour Inspection December 18, 1996 -1 hour Inspection December 19, 1996 -1 hour Inspection December 20, 1996 -1 hour Inspection December 23, 1996 -1 hour Inspection
December 24, 1996 -1 hour Inspection December 26, 1996 -1 hour Inspection December 27, 1996 -1 hour Inspection 12 hours total for Phase I 78 hours total for Phase II 
• ASSETS Cash Accounts Receivable· Addison Accounts Receivable· Farmers Branch Total Assets TOTAL LIABILITIES AND FUND BALANCE Accounts Payable Liability to Quebecor • Retainage Payable
Fund Balance· Addison Fund Balance· Farmers Branch Total Fund Balance Total Liabilities and Fund Balance * Developer Contribution Outstanding DEC96FIN.WK1 NORTH DALLAS COUNTY WATER SUPPLY
CORPORATION BALANCE SHEET ALL FUNDS DECEMBER 31, 1996 􀁏􀁐􀁅􀁩􀁴􀁁􀁴􀁬􀁎􀁾􀀠..FUND> . $0 $0 $0 $0 $0 $0 !O $0 .cAPffAI..J .> < FiJNp ,TotAL $83,797 $83,797 83,782 83,782 64,507 64,507
$232.086 $232.086 $0 2,280 147,973 􀀤􀀱􀀵􀀰􀀬􀀲􀁾􀀠$43,632 38,201 $81,833 $232.086 $0 2,280 147,973 $150,253 $43,632 38,201 $81,833 $232.086 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION STATEMENT OF REVENUES AND EXPENDITURES BUDGET AND ACTUAL FOR THE MONTH ENDING DECEMBER 31, 1996 OPERATING FUND 95·96 96-91 DEbaMsER' AMENDED
ADOPTED 1996 .' 􀁙􀁾􀁒􀁔􀀶DAf!:tii=\: iODATE' . BUDGET BUDGET ACTUA( .... ACtUAlA¢tUAL REVENUES: Charges to participant cities $16,500 $11,000 $0 $0 $1,128,725 Interest income and miscellaneous
o o o o 664 Transfer from Capital Projects Fund o o o o o TOTAL REVENUES $16,500 $11,000 $0 $0 $1,129,389 EXPENDITURES: Project Administration $4,700 $1,600 $0 $0 $8,922 Supplies 0 0
0 0 244 Legal 3,000 3,000 0 0 44,961 Insurance 1,000 1,000 0 0 8,737 􀁁􀁵􀁤􀁾􀁆􀁥􀁥􀁳􀀠3,200 3,500 0 0 3,200 Bank Fees 4,000 1,200 0 0 3,911 Miscellaneous 600 700 0 .!L 12,709 Total
General Overhead 16,500 11,000 0 0 82,684 Transfer to Capital Projects Fund 0 0 0 0 1,046,705 TOTAL EXPENDITURES $16,500 $11,000 $0 $0 $1,129,389 EXCESS OF REVENUES OVER EXPENDITURES
$0 $0 $0 $0 ($0) BEGINNING FUND BALANCE $0 $754 ENDING FUND BALANCE ·0 􀀨􀁾􀁏􀁽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀱􀀡􀀤􀁾􀀰􀀮􀀠===_ 􀀤􀁾􀀠DEC96FIN.wK1 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION STATEMENT OF REVENUES AND EXPENDITURES BUDGET AND ACTUAL FOR THE MONTH ENDING DECEMBER 31, 1996 CAPITAL PROJECTS FUND )(::;:$" .. 􀁩􀁩􀁊􀁾􀁦􀀧...
·􀀧􀁄􀀺􀁾􀀡􀀡􀁾􀀺􀁒􀀠􀁙􀁾􀁾􀁾􀁧􀁗􀁾􀁉􀁾􀀺􀀬􀀧􀁗􀁾􀁉􀀺􀁾􀀻􀁬􀀬􀁾􀀻􀀺􀁾􀁕􀁾􀀺􀁾􀁾􀁾􀀱􀁾􀀠 REVENUES: Charges to participant cities Interest Income Transfer from Operating Fund TOTAL REVENUES
EXPENDITURES: Engineering, Design & Inspection Construction Contract Administration LendIR.O.W. Acquisition Total Development Transfer to Operating Fund TOTAL EXPENDITURES EXCESS OF
REVENUES OVER EXPENDITURES BEGINNING FUND BALANCE ENDING FUND BALANCE DEC96FINWK1 $4,317.000 8,000 o $4,325,000 $568,000 3,712,800 40,500 3.700 4,325.000 0 $4,325,000 $0 $0 $27.000 3.000
o $30,000 $25,000 0 0 5.000 30.000 $30,000 $0 $0 $5.658 407 o $6,065 $5,658 0 0 5,658 $5,658 $407 $407 $5.658 1,216 o .__-"$6",,,874 $5,658 0 0 5,658 $5,658 $1,216 $117,155 $118.371
$17,096,295 7,000 1.046,705 $18,150,000 $2,500,000 15,579,700 38.300 32.000 18.150,000 $18,150,000 $0 $0_ $14.178.531 27,213 1.046.705 $15,252,449 $1,999,471 13,072,060 68,363 30.722
15,170,616 0 $15.170.616 $81.833 $81.833 
":;;":> ":,,..,H'Capital 􀁐􀁾􀁯􀁪􀁥􀁴􀁴􀁓􀁦􀁴􀁩􀁾􀁾􀁊􀁩􀀠Description, 􀀾􀁩􀀧􀁩􀁾􀁾􀀶􀁾􀀧􀀢􀀠DR, CR '12-31-96 Cash 110,705.63 22,707.50 49,615.23 83,797.90 Accounts Receivable 0.00 0.00
Due from Farmers Branch 64,507.21 64,50721 Due from Addison 100,424.40 16,642.73 83,781.67 Due from Other Funds 0.00 0.00 Construction in Progress 0.00 0.00 Accounts Payable 0.00 0.00
Quebecor Liability (2,280.36) (2,280.36) Retainage Payable (191,929.85) 43,957.23 (147,972.62) Due to Other Funds 0.00 0.00 Investmenlin GFA 0.00 0.00 Fund Balance -FB (37,654.93) (37,654.93)
Fund Balance -Addison (42,962.95) (42,962.95) Charges to Farmers Branch 0.00 2,444.82 (2,444,82) Charges to Addison 0.00 3,213,18 (3,213.18) Interest Income-FB (364.12) 183.05 (547,17)
Interest Income-Addison (445.03) 223.72 (668.75) Eng, Design, Inspect-FB 0.00 2,444.82 2,444.82 Eng, Design, Inspect-Addison 0.00 3,213.18 3,213.18 Construction-FB 0.00 0.00 Construction-Addison
0.00 0,00 Contract Administration -FB 0.00 0.00 Contract Administration -Addison 0.00 0.00 LandIROW-FB 0,00 0.00 LandlROW-Addison 0,00 0.00 Operating Transfers In-FB 0.00 0.00 Operating
Transfers In-Addison 0.00 0.00 Operating Transfers Out-FB 0.00 0,00 Operating Transfers Out-Addison 0.00 Total 0.00 72,322.73 72,322.73 0.00 TB97,WK1 
NDCWSC JOURNAL Eo" IRIES DECEMBER 31, 1996 OPERATING FUND To Record December Cash Disbursements Project Admin -Farmers Branch Project Admin -Addison Legal -Farmers Branch Legal -Addison
􀁁􀁵􀁤􀁾-Farmers Branch 􀁁􀁵􀁤􀁾-Addison Bank -Farmers Branch Bank -Addison Mise -Farmers Branch Mise -Addison Accounts Payable Cash 0,00 0.00 To Record December Cash Receipts Cash IAccounts
Receivable -Farmers Branch !Accounts Receivable -Addison 0,00 0.00 0.00 TOTAL OPERATING 0.00 0.00 􀁃􀁁􀁐􀁉􀁔􀁁􀁬􀁐􀁒􀁏􀁾􀁅􀁃􀁔􀁓􀀠FUND To Record December Cash Disbursements Design -Farmers
Branch 2,444.82 Design -Addison 3,213.18 Construction -Farmers Branch Construction -Addison Project Mgt -FB Project Mgt -Addison . LandIROW -Farmers Branch LandIROW -Addison Quebecor
Uability Retainage Payable 43,957.23 Cash To Record December Cash Receipts Cash 22,707.50 Intarest Income-Farmers Branch Interest Income-Addison Contributions -Farmers Branch Contributions
-Addison Accls Receivable -Addison TOTAL CIP 72,322.73 TOTAL ALL FUNDS 72322.73 49,615.23 183,05 223.72 2,444.82 3,213,18 16,642.73 72.322,73 72322.73 
BANKRECoNCILIATION· DECEMBER31; 1996 Book Balance November 30, 1996 December Receipts Disbursements Book Balance December 31, 1996 Bank Statement Balance December 31, 1996 Outstanding
Deposits Outstanding Checks (1171) Book Balance December 31, 1996 110,705.65 22,707.50 (49,615.23) 83,797.92 89,455.92 (5,658.00) 83,797.92 0.00 
RfC'D S£p 3a1996 CC /Zrrr tUh,k/-LJc r= 9'V//0'/' 'If, 91:-/5 FaRmeRS BRanCI-f September 27, 1996 Mr. Wilbur Van Riper, P.E. Project Manager Consoer, Townsend Environdyne Engineers,
Inc. 10700 Richmond Avenue, Suite 275 Houston, Texas 77042 Subject: North Dallas County Water Supply Corporation Sanitary Interceptor Sewer Phase I Odor Control at Tunnel Air Vents Dear
Mr. Van Riper: Please proceed with the odor control measures as proposed by Unisorb Corp. (See Attached) This work is to be accomplished under your contract with the NDCWSC. The corporation
will reimburse CTE Engineers upon invoicing after the work is completed. Sincerely, Gary M. Oshel, P.E. Project Manager GMO/nrn􀁢􀀺􀁜􀁮􀁤􀁣􀁷􀁾􀁜􀁶􀁡􀁮􀁲􀁯􀁤􀁯􀁲􀀮􀁬􀁬􀁲􀀠Attachment
cc: John Baumgartner, Town of Addison City of Farmers Branch P.O. Bex B1901 0 Farmers Branch. Texas 753B1·901 0 214/247·3131 linked in Friendship with District of Bassetlaw, Nottinghamshire.
Great Britain and Garbsen, Germany. Joined in an Economic Alliance with Markham, Canada and and Guadalupe, Mexico. 
w 􀁡􀁭􀁨􀀴􀁁􀁐􀁒􀁾􀀠• #GR ,;:; S-& iij, ! €! A RECEIVED SEP 24 1996 ENG!/\'ct:""!(:B 􀁦􀀩􀁅􀁆􀁔􀁾􀀠September 13,1996 Mr. Jerry Murawski, P.E. North Dallas County Water Supply Corporation
Post Office Box 819010 City ofFarmers Branch, Texas 75381-9010 Re: Odor Control At Tunnel Air Vents Dear Mr. Murawski: Unisorb propose to build sections to insert in top and bottom of
existing exhaust pipe and load pipe with activated impregnated carbon for odor controL The bottom section is a 8" T with flanges as shown on attached drawing. The top cover would allow
the air to escape and keep rain water out ofcarbon media. All parts would be painted dark green in accordance with paint color specifIcations furnished by city. Unisorb would offer complete
service with fabrication of parts, delivery, and installation. Parts include the following: 1. Tees with flanges, blank & perf x 4 2. Tops per drawing x 4 􀁾􀀠.>. section 8' iron pipe
with flanges x 1 4. AGB 248 carbon 90 lbs. each x 4 5. 16 guage stainless steel insert x 1 at base of existing 8" DIP U fitting Total price for 4 units installed = S5372 We should be
able to be on the job within one week after approval with order. Unisorb will require City ofFarmers Branch equipment and operator assistance in removing and replacing existing 8" vent
pipes so that Tees and Cap can be installed. It is estiimated that the time required would be one afternoon and the following morning. Ifone replacement change of carbon is requested,
the additional cost would be $525 for all four vents. The total cost for the installation plus the replacement change would be $5372 + $525 =$5897. The cost ofthe carbon pellets are
$1.50/pound. There are 35 poundslbox and approximately 10 boxes will be required for replacement for all four vents. 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀲􀁾􀁾􀁾􀁾􀀧􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀽􀁾􀀧􀁾􀂣􀁾􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀁮􀁾
􀁾􀁾􀀽􀀭􀁾􀁾􀀭􀀽􀁾􀀠P.O. BOX 388 • SO. HOCSrO:-.1, rx 77587 • (713) 943-3753 • FAX: (713) 943·7313 
,,,g* e', #* g; a ;e ... Thanks, for considering Unisorb. We look forward to working witn you on this project and any other odor control projects that require our services. Very truly
yours, 􀁾􀁾􀁲􀁰􀀩􀁫􀁁􀀠'.Joel Taylor, MUlJlclpal Manager P.O. BOX 388 • SO. HOUSTON, TX 77587 • (713) 943·3753 • FAX; (713) 943-7313 
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MEMORANDUM FaRmeRS· BRancH October.21, 1996 TO: Charles Cox, Director of Finance FROM: Jerome Murawski, Jr., City Engineer SUBJECT: NDCWSC Contract Administration The attached detail
of tasks reflect City of Farmers Branch Engineering staff time for the NDCWSC Interceptor Sewer. The project manager agreement was executed April 15, 1993 and Engineering staff time
is for the months of July, August, and September, 1996. Phase I: Project Engineer 18 hours Engineering Inspector o hours Phase II: Project Engineer 18 hours Engineering Inspector 160
hours please invoice the Cities per agreement including any time for financial administration and public relations and administrative services. JVM:nm attach ments cc: John Baumgartner,
P.E. Town of Addison S,\5ISTIME.jA5\NDCWSC 
GARYOSHH PROJECT ENGINEER PHASE I July 17, 1996 -2 hours Meeting with Consoer, Townsend & Associates to discuss post video August 6, 1996 -1 hour NDCWSC Board meeting August 7, 1996
-3 hours Meeting with Consoer, Townsend & Associate and Seven K regarding post video Tunnel-on site during video August 8, 1996 -2 hours Post video August 9, 1 996 -2 hours Post video
August 16, 1996 -6 hours Post video September 13, 1996 -2 hours Meeting with vendor and TRA regarding sewer odor 17 hours total for Phase I 
GARY OSHEL PROJECT ENGINEER PHASE II july 1, 1996 -1 hour Check progress july 10, 1996 -2 hours Monthly meeting, check progress July 15, 1996 -1 hour Process pay req uest july 17, 1996
-1 hour Check progress July 29, 1996 -1 hour Review N DCWSC budget August 8, 1996 -2 hours Process pay request August 9, 1996 -1 hour Check progress August 12, 1996 -1 hour Check progress
August 14, 1996 -1 hour Check progress August 19, 1996 -1 hour Check progress August 22, 1996 -1 hour Check progress August 29, 1996 -1 hour Check progress September 5, 1996 -1 hour
Check progress September 18, 1996 -1 hour Check progress September 27, 1996 -2 hours Check progress 18 hours total for Phase II 
Phase II July 1, 1996 -2 hours Inspection July 2, 1996 -2 hours Inspection July 3, 1996 -2 hours Inspection July 8, 1996 -4 hours Inspection July 9, 1996 -3 hours Inspection July 10,
1996 -3 hours Inspection July 11,1996 -3 hours Inspection July 12, 1996 -3 hours Inspection July 13, 1996 -5 hours Inspection July 15, 1996 -3 hours Inspection July 16, 1996 -3 hours
Inspection July 17, 1996 -3 hours Inspection July 18, 1996 -3 hours Inspection July 19, 1996 -3 hours Inspection Barry Maternowski Engineering Inspector July 22, 1996 -3 hours Inspection
July 23, 1996 -3 hours Inspection July 24, 1996 -1 hour Inspection July 25, 1996 -1 hour Inspection July 26, 1996 -2 hours Inspection July 29, 1996 -3 hours Inspection July 30, 1996
-3 hours Inspection July 31,1996 -2 hours Inspection August 1, 1996 -4 hou rs Inspection August 2, 1996 -1 hour Inspection August 5, 1996 -1.5 hours Inspection August 6, 1996 -1 hour
Inspection August 7, 1996 -1.5 hours Inspection August 8, 1996 -3 hours Inspection 
August 9, 1996 -3 hours Inspection August 12, 1996 -3 hou rs Inspection August 13, 1996 -4 hou rs Inspection August 14, 1996 -4 hours Inspection August 15, 1996 -4 hours Inspection August
16, 1996 -4 hours Inspection August 19, 1996 -4 hours Inspection August 20, 1996 -3 hours Inspection August 21, 1996 -4 hours Inspection August 22, 1996 -4 hours Inspection August 23,
1996 -4 hours Inspection August 26, 1996 -3 hours Inspection August 27, 1996 -2 hours Inspection August 28, 1996 -1 hour Inspection August 29, 1996 -2 hours Inspection September 4, 1996
-2 hours Inspection September 5, 1996 -2 hours Inspection September 6, 1996 -2 hours Inspection September 9, 1996 -1 hour Inspection September 10, 1996 -2 hours Inspection September
11, 1996 -3 hours Inspection September 12, 1996 -3 hours Inspection September 13, 1996 -2 hours Inspection September 16, 1996 -2 hours Inspection September 17, 1996 -2 hours Inspection
September 18, 1996 -2 hours Inspection September 19, 1996 -2 hours Inspection September 20, 1996 --1 hour Inspection September 24, 1996 -4 hours Inspection September 25, 1996 -1 hour
Inspection 
September 26, 1996 -4 hours Inspection September 27, 1996 -2 hours Inspection September 30, 1996 -2 hours Inspection 160 hours total for Phase II 
REC'n ,IAN 11 1996 MEMORANDUMII! FaRn1eRS BRancH January 8. 1996 To: Charles Cox, Director of Finance From: Jerome V. Murawski, Jr., P.E., City Engineer 4--. Subject: NDCWSC Contract
Adrninitration The attached detail of tasks reflect City of Farmers Branch Engineering staff time for the NDCWSC Interceptor Sewer. The project manager agreement was executed April 15,
1993 and Engineering staff time is for the months of October, November, and December, 1995. Phase I: Project Engineer 38 hours Engineering Inspection o hours Engineering Technician 5
hours Phase II: Project Engineer 38 hours Engineering Inspection 256.3 hours Engineering Technician 9 hours Please invoice the Cities per agreement including any time for financial administration
and public relations and administrative services. JVM:mn attachments cc: John Baumgartner, P.E. Town of Addison B:\SIST195,ond\NDCWSC 
GARY OSHEL PROJECT ENGINEER PHASE I October 3, 1995 -2 hours Prepare Change Order No.2 for the Board October 4, 1995 -2 hours Process Consoer Townsend and Associates (CTA) pay request;
check progress of project October 5, 1995 -5 hours View video of tunnel October 6, 1995 -3 hours View video of tunnel; meeting with CTA and Phase II contractor to determine if Manhole
2, 6 and 29 can be used on Phase II October 9, 1995 -1 hour Check progress of project October 10, 1995 -2 hours Review video of tunnel October 11, 1995 -2 hours Inspect manholes October
12, 1995 -2 hours Prepare board agenda items October 16, 1995 -1 hour Check progress of project October 17, 1995 -2 hours NDCWSC Board meeting October 18, 1995 -1 hour Check progress
of project October 19, 1995 -1 hour Check progress of project October 20, 1995 -1 hour Check progress of project 2 
October 23, 1995 -2 hours Process contractor's pay request October 24, 1995 -1 hour Check progress of project October 30, 1995 -1 hour Check progress of project November 1, 1995 -1 hour
Review Change Order for vent stack relocation November 7, 1995 -1 hour Check progress of project November 8, 1995 -1 hour Check progress of project November 14, 1995 -3 hours CT A/Seven
K monthly meeting; progress CTA's pay request; and Change Order No.3 November 15, 1995 -1 hour Check progress of project November 16, 1995 -1 hour Check progress of project December
12, 1995 -1 hour Process pay request Total Hours: 38 3 
GARY OSHEL PROJECT ENGINEER PHASE II October 4, 1995 -1 hour Check progress of project October 5, 1995 -1 hour Check progress of project October 6, 1995 -2 hours Meeting with Brookhaven
Community College re: Phase II Work October 9, 1995 -1 hour Check progress of project October 11, 1995 -2 hours Shimek, Jacob & Finklea (SJF) and John Burns Construction monthly meeting;
check progress of project October 16, 1995 -1 hour Check progress of project October 18, 1995 -1 hour Check progress of project October 19, 1995 -1 hour Check progress of project October
20, 1995 -1 hour Check progress of project October 23, 1995 -2 hours Investigate TU Electric's conflict; review credit for Manhole October 24, 1995 -1 hour Check progress of project
October 31, 1995 -1 hour Check progress of project November I, 1995 -2 hours Monthly meeting with SJF and John Burns 4 
November 3, 1995 -2 hours Meeting with TU Electric re: conflict with underground cable November 6, 1995 -1 hour Check progress of project November 7, 1995 -1 hour Check progress of project
November 8, 1995 -3 hours NDCWSC Board meeting; meeting on site with contractor and TU Electric November 13, 1995 -1 hour Check progress of project November 14, 1995 -2 hours TU Electric
conflict with sewer November 15, 1995 -2 hours TU Electric conflict November 16, 1995 -1 hour Check progress on project November 28, 1995 -1 hour Check progress on project December 6,
1995 -2 hours Monthly meeting with SJP and John Bums December 7, 1995 -1 hour Check progress on project December 11, 1995 -3 hours Process pay requests December 28, 1995 -1 hour Review
pay request Total Hours: 38 5 
Chris Harrington Engineering Technician Phase I November 3, 1995 -2 hours Conversations with resident Mrs. Bulino November 6, 1995 -1 hour Conversations with resident Mrs. Bulino November
8, 1995 -2 hours Conversations with resident Mrs. BuJino Total Hours: 5 Phase II November '2, 1995 -2 hours TU Electric lines November 3, 1995 -3 hours TU Electric lines November 6,
1995 -2 hours TU Electric lines November 7, 1995 2 hours TU Electric lines Total Hours: 9 6 
Phase II (9195 through 12/95) September 12, 1995 -1 hour Preconstruction meeting September 25, 1995 -3 hours Inspection September 26, 1995 -3 hours Inspection September 27, 1995 -3 hours
Inspection September 28, 1995 -3 hours Inspection September 29, 1995 2 hours Inspection October 2, 1995 -5 hours Inspection October 3, 1995 -1.5 hours Inspection October 4, 1995 1 hour
Inspection October 5, 1995 -5 hours Inspection October 6, 1995 -4 hours Inspection October 9, 1995 -4 hours Inspection October 10, 1995 -4 hours Inspection Barry Maternowski Engineering
Inspector 7 
) October 11, 1995 -4.3 hours Monthly meeting; inspection October 12, 1995 -4 hours Inspection October 13, 1995 -3 hours Inspection October 16, 1995 -3 hours Inspection October 17, 1995
-4 hours Inspection October 18, 1995 -4 hours Inspection October 19, 1995 -4 hours Inspection October 20, 1995 -3 hours Inspection October 23, 1995 -5 hours Inspection October 24, 1995
-3 hours Inspection October 25, 1995 -4 hoursInspection October 26, 1995 -5 hours Inspection October 27, 1995 -5 hours Inspection October 30, 1995 -4 hours Inspection October 31, 1995 -4 hours Inspection 8 
November 1, 1995 -4 hours Monthly progress meeting; inspection November 2, 1995 -5 hours Inspection November 3, 1995 -4 hours Inspection November 6, 1995 -3 hours Inspection November
7, 1995 -5 hours Inspection November 8, 1995 -5 hours Inspection November 9, 1995 -5.5 hours Inspection November 10, 1995 -5 hours Inspection November 13, 1995 -5 hours Inspection November
14, 1995 -6 hours Inspection November 15, 1995 -5 hours Inspection November 16, 1995 -4.5 hours Inspection November 17, 1995 -5 hours Inspection November 20, 1995 -5.5 hours Inspection
9 
) November 21, 1995 -4.5 hours Inspection November 22, 1995 -5 hours Inspection November 27, 1995 -2 hours Inspection November 28, 1995 -5 hours Inspection November 29, 1995 -5 hours
Inspection November 30, 1995 -5 hours Inspection December 1, 1995 -5 hours Inspection December 4, 1995 -5 hours Inspection December 5, 1995 -3 hours Inspection December 6, 1995 -6 hours
Monthly meeting; inspection December 7, 1995 -5 hours Inspection December 8, 1995 -3 hours Inspection December 11, 1995 -4 hours Inspection December 12, 1995 -3 hours Inspection December
13, 1995 -2.5 hours Inspection ) 10 
December 14, 1995 -2 hours Inspection December 15, 1995 -2 hours Inspection December 18, 1995 -2 hours Inspection December 19, 1995 -3 hours Inspection December 20, 1995 -4 hours Inspection
December 21, 1995 -4 hours Inspection December 22, 1995 -4 hours Inspection December 27, 1995 -5 hours Inspection December 28, 1995 -5 hours Inspection December 29, 1995 -5 hours Inspection
Total Hours: 265.3 11 
August 14, 1996 TO: Charles Cox, Director of Finance FROM: Jerome Murawski, Jr., City Engineer SUBJECT: NDCWSC Contract Administration The attached detail of tasks reflect City of Farmers
Branch Engineering staff time for the NDCWSC Interceptor Sewer. The project manager agreement was executed April 15, 1993 and Engineering staff time is for the months of April, May,
and June, 1996. Phase I: Project Engineer 10 hours Engineering Technician o hours Engineering Inspector o hours Phase II: Project Engineer 31 hours Engineering Technician o hours Engineering
Inspector 211 hours Please invoice the Cities per agreement including any time for financial administration and public relations and admin istrative services. JVM:nm attachments cc:
john Baumgartner, P.E.. Town of Addison 
GARY OSHEL PROJECT ENGINEER PHASE I April 1, 1996 -1 hour Review retainage bond form April 2, 1996 -1 hours Review retainage bond forl1'! with Attorney April 15, 1996 -2 hours Process
pay request for contractor (Seven K Construction) Apri I 22, 1996 -3 hour Review and process Consoer, Townsend & Associates's pay request May 20, 1996 -2 hour Review submittal of photographs
May 28, 1996 -1 hour Check progress of project 10 hours total for Phase I 
GARY OSHEL PROJECT ENGINEER PHASE II April 2, 1996 -1 hour Process pay request for contractor (Burns Constructors) April 3, 1996 -2 hours Monthly meeting; review pay request April 15,
1996 -1 hour Check progress of project April 16, 1996 -1 hour Process Shimek jacobs and Finklea's pay request April 29, 1996 -1 hour Check progress of project May 1, 1996 1 hou r Monthly
meeting May 7, 1996 -2 hours Process pay request for Burns May 9, 1996 -1 hour Check progress of project May 14, 1996 -2 hours Check progress of project; process pay request for Burns
May 22, 1996 -2 hours Meeting with Shimek jacobs & Finklea, Burns, regarding schedule and utility locates May 23, 1996 -1 hour Check progress of project May 28, 1996 -1 hour Check progress
of project May 31, 1996 -1 hou r Check progress of project june 3, 1996 -1 hour Check progress of project 
June 5, 1996 -3 hours Monthly meeting; check progress of project june 10, 1996 -2 hours Discuss conflicts at Inwood/Spring Valley; check progress of project June 11, 1996 -2 hours Meeting
with Shimek jacobs & Finklea and Burns Constructors regarding utility conflicts at Inwood/Spring Valley June 14, 1996 -2 hours Process pay request; check progress of project June 18,
1996 -1 hour Check progress of project june 20, 1996 -1 hour Check progress of project june 26, 1996 -2 hours Inspect channel lining to determine limits of correction 31 hours total
for Phase II 
CHRIS HARRINGTON Engineering Technician Phase I -0Phase II -0ohours on Phase I and Phase II for Chris Harrington 
Phase II April 1, 1996· 3 hours Inspection of project :April 2, 1996 -3 hours Inspection of project April 3, 1996· 3 hours Inspection of project April 4, 1996 -3 hours Inspection of
project April 8, 1996· 3 hours Inspection of project April 9, 1996 -3 hours Inspection of project April 10, 1996 -3 hours Inspection of project April 11, 1996 -3 hours Inspection of
project Apri I 12, 1996 -3 hours Inspection of project April 13, 1996 -4.5 hours Inspection of project April 15, 1996 -3 hours Inspection of project April 16, 1996 -3 hours Inspection
of project April 17, 1996 -3 hours Inspection of project April 18, 1996-3 hours Inspection of project Barry Maternowski Engineering Inspector 
cont. Phase II April 19, 1996 -2 hours Inspection of project April 22, 1996 -2 hours Inspection of project April 23, 1996 -3 hours Inspection of project April 24, 1996 -3 hours Inspection
of project April 25, 1996 -3 hours Inspection of project April 26, 1996 -4 hours Inspection of project April 29, 1996 -3 hours Inspection of project April 30, 1996 -4 hours Inspection
of project May 1, 1996 -3 hours Inspection of project May 2, 1996 -3 hours Inspection of project May 3, 1996 -3 hours Inspection of project May 6, 1996 -3 hours Inspection of project
May 7, 1996 -3 hours Inspection of project May 8, 1996 -3 hours Inspection of project May 9, 1996 -3 hours Inspection of project 
\ conI. Phase II May 10, 1996 -3 hours Inspection of project May 13, 1996 -3 hours Inspection of project May 14, 1996 -3 hours Inspection of project May 15, 1996 -3 hours I nspection
of project May 16, 1996 -3 hours Inspection of project May 17, 1996 -3 hours Inspection of project May 18, 1996 -2 hours Inspection of project May 20, 1996 -3 hours Inspection of project
May 21, 1996 -3 hours Inspection of project May 22, 1996 -3 hours Inspection of project May 23, 1996 -3 hours Inspection of project May 24, 1996 -2 hours Inspection of project May 25,
1996 -2 hours Inspection of project May 29, 1996 -3 hours Inspection of project May 30, 1996 -3 hours Inspection of project 
cont. Phase II May 31, 1996 -3 hours Inspection of project June 3, 1996 -3 hours Inspection of project June 4, 1996 -3 hours Inspection of project June 5, 1996 -3 hours Inspection of
project June 6, 1996 -3 hours Inspection of project June 7, 1996 -3 hours Inspection of projed June 8, 1996 -15 hours Inspection of project June 10, 1996 -2 hours Inspection of project
June 11, 1996 -3 hours Inspection of project June 12, 1996 -3 hours Inspection of project June 13, 1996 -6.5 hours Inspection of project June 14 1996 -3 hours Inspection of project June
15, 1996 -2 hours Inspection of project June 17, 1996 -3 hours Inspection of projed June 18, 1996 -3 hours Inspection of projed 
cont. Phase II june 19, 1996 -3 hours Inspection of project june 20/1996 -3 hours Inspection of project june 21,1996 -2 hours Inspection of project june 24, 1996 -3 hours Inspection
of project june 25/1996 -3 hours Inspection of project june 26, 1996 -2 hours Inspection of project June 27, 1996 -3 hours Inspection of project june 28, 1996 -3 hours Inspection of
project 211 hours total for Phase II 
June 27, 1996 ENGINEERING PLANNING MANAGEMENT North Dallas County Water Supply Corporation P.O. Box 819010 City of Fanners Branch, TX 75381-9010 Attn: Mr. Gary Oshel, P.E. Re: Sanitary
Interceptor Sewer Tunnel, Contract Dated November 16, 1993 10700 RICHMOND AVENUE As you requested, we are sending you one mylar original set, and one electronic file set (AutoCad Release
12) ofthe record drawings for the above referenced project. SUITE 275 This is in lieu of the two mylar original sets requested in the contract. IfI can be of further assistance, please
contact me. Very truly yours, HOUSTON, TX 77042 CONSOER, TOWNSEND & ASSOCIATES, INC. 􀁾􀁣􀁃􀀭􀀭􀀭􀁾􀀹􀀻􀀷􀀻􀀳-I"" Wilbur Van Riper, P.E. FAX 713/780-7193 Program Manager Enclosures cc:
Jerry Murawski John Baumgartner 713/78Q..716B ASSOCIATES 
_.... Troy P. Norris Director of Technical Services CONCRETE PRODUCTS DIVISION Gifford-Hill &Company 2515 McKinney Avenue • Dallas, Texas 75201 P.O. Box 190999 • Dallas, Texas 75219-0999
214/754·5861 Mobile: 214/707-8118 Fax: 214/754-5868 Res: 214/696-1505 ---. • 
Fll-b -;JDwJS CFuture Values $5,000 􀁾􀀠$4.000 0 co;o $3.000 III Future Value .. ::I 11 [ II!Ii Present Value > $2.000 a ..::I II. $1.000 $0 0 In 0 In 0 In 0 In 0 -oN oN C') C') .. ..
In-Yeln $12.000 $10.000 􀁾􀀠C! $8,000III 0 IJ!llI Future Value .. $6.000i 􀁾Present Value > e $4.000 􀁾􀀠$2.000 $0 o In 0 In 0 In 􀁾􀀠In 0 􀁾􀀠-􀁾􀀠􀁾􀀠M M 􀁾􀀠􀁾􀀠Years $8.000 $7,000
􀁾􀀠o $6.000 0 ; $5,000 !lill Future Value 􀁾􀀠$4,000 II!Ii Present Value 􀁾􀀠..-$3.000 􀁾􀀠$2.000 $1.000 $0 $20.000 $18.000 􀁾􀀠$16.000 :5 $14.000 cO (§I $12,000 􀁾􀀠$10,000 11 > $8.000
e $6.000 􀁾􀀠$4,000 $2,000 $0 o In 0 In 0 In 0 In 0 -_ 􀁾􀀠N M M 􀁾􀀠􀁾􀀠􀁾􀀠Years Future Value o In 0 In 0 In 0 In 0 __ 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀮􀁾􀀠􀁾N Years 
Present Values PVC Lined (360· T-Lock/Pipe -Rubber &. Steel Joints .',-i PVC Lined (2700 T-Lockl Pipe .!5 -Rubber &. Steel Joints .. .. " .!! PVC Lined (3600 T-Lockl Pipe(,) ct -Rubber
&. Concrete Joints .9A-PVC Lined (2700 T-Lockl Pipe ct -Rubber &. Concrete Joints a. ii: I\Z. Design Pipe -Rubber &. ! Steel Joints 13IS Standard Pipe -Rubber &. Steel (,) Joints..,..
!:! P\l. Design Pipe -Rubber &. .e ConcrQte Joints i II: Standard Pipe -Rubber &. Concrete Joints 0.00 0.50 1.00 1.50 2.00 2.50 3.00 Indexes 'Tvpe Of Reinforced Concrete Pipe .• Baseline
Costs 􀁓􀁴􀁾􀁮􀁤􀁡􀁲􀁤􀀠Pipe -Rubber &. Concrete Joints Standard Pipe· Rubber &. Steel Joints AZ Design Pipe· Rubber &. Steel Joints PVC Uned (270· T-Lockl Pipe· Rubber & Concrete Joints
PVC Uned (360· T-Lockl Pipe· Rubber & Concrete Joints PVC Uned 1270· T-Lockl Pipe -Rubber & Steel Joints PVC Lined 1360· T-Lockl Pipe· Rubber & Steel Joints AZ Design Pipe· Rubber &.
Concrete Joints 1.00 1.10 1.40 1.54 1.80 2.00 2.52 2.80 
5 10 15 20 25 30 35 40 45 50 $l,(](JO @3'J(". \ YEAR COMPQt:.; .D 1 1,030 2 1,(161 3 1,093 4 1,126 1,159 6 1,194 7 1,230 8 1,267 9 ! 1.305 --1.344 11 1.384 12 1.426 13 1,469 14 1.513
1,558 16 1.605 17 1,653 18 1.702 19 1,754 1,806 21 1,860 22 1,916 23 1,974 24 2.033 2,094 26 2,157 27 2,221 28 2.288 29 2.357 2,427 31 2,500 32 2,575 33 2,652 34 2,732 2,814 36 2,898
37 2,985 38 3.075 39 3.167 3.262 41 3,360 42 3,461 43 3,565 44 3.671 3.782 46 .-3.895 47 4.012 48 4,132 49 4,256 4,384 $l,(](JO @4% COMPOUND 1,040 1,082 1.125 1,170 1,217 1.265 1,316
1.369 1.423 1.480 1.539 1.601 1,665 1,732 1,801 1,873 1,948 2,026 2.107 2,191 2,279 2,370 2,465 2,563 2,666 2.772 2,883 2.999 3.119 3.243 3,373 3,508 3,648 3,794 3,946 4.1D4 4,268 4.439
4,616 4,801 4,993 5.193 5,400 5.617 5.841 6.075 6.318 6.571 6,833 7,107 􀁾􀁬􀀬􀀨􀁝􀀨􀁊􀁏􀀠@5% COMPOUND 1,050 1,103 1.158 1,216 1:Zl6 1,340 1.407 1,477 1.551 1.629 1,710 1.796 1,886 1.980
.2,079 2,183 2.292 2.407 2,527 2,653 2,786 2,925 3,072 3.225 3,386 3.556 3,733 3,920 4,116 4.322 4,538 4,765 5,003 5,253 5,516 5,792 6.081 6,385 6,705 7,040 7,392 7,762 8,150 8.557 8.985
9.434 9.006 10.401 10.921 11,467 􀁾􀁬􀀬􀁕􀁕􀁕􀀠' @6%. i 􀁾􀁏􀁍􀁐􀁏􀁕􀁎􀁄􀀠1,050 1,124 1,191 1,262 1,338 1,419 1.504 1,594 1,689 ,1,791 1,898 2,012 2,1332,261 2.397 2,540 2,693 2.854
3,026 3,207 3.400 3,604 3.820 4.049 4.292 4,549 4.822 5.112 5.418 5.743 6,088 6,453 6,841 7,251 7,686 8,147 8,636 9.154 9.704 10,286 10,903 11,557 '12,250 12.985 13.765 14.590 15.466
16,394 17,378 18.420 
) PUBUC WORKS DEPARTMENT (214) 450-2871 Post Office Box 144 AddisO"n. TexlL'! 75001 16801 Westgrove July 19, 1994 Mr. Gary Oshel, P. E. Assistant City Engineer City of Fanners Branch
P.O. Box 819010 Fanners Branch, Texas 75381-9010 Re: NDCWSC Seven K Construction Company -Progress Payment No.7 Dear Gary: The Town ofAddison concurs with your assessment and'reeommends
payment ofSeven K Construction Company's 􀁾􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀠«.,.....", m1"0[$'",881.''' . ely, ohnR. 􀁂􀁡􀁵􀁭􀁧􀁾􀀷Director of Public Works JRB/gmk cc: Randy Moravec Finance Director

PUBLIC WORKS DEPARTMENT (214) 450-2871 Post Office Box 144 Addison. Texas 75001 16801 WestiJl'ove July 19, 1994 Mr. Gary Oshel, P.E. Assistant City Engineer City of Farmers Branch P.O.
Box 8l90l0 Farmers Branch, Texas 75381-90l0 Re: NDCWSC Seven K Constructi' . on Company· Progress Payment No. 7 Dear Gary: 
FaRmeRS BRanCI-f July 14, 1994 Mr. John Baumgartner, P.E. City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 RE: NDCWSC INVOICE FOR CONTRACTOR Attached is a copy of Seven
K Construction Company's progress payment application No.7 through June 25, 1994. I have examined their application for payment and find that it is reasonable and should be paid. Please
review the enclosed documentation for approval of payment on behalf of the Town of Addison and respond in writing if you concur. You may fax your response to Engineering Department,
241-6305. Should you have any questions, please do not hesitate to contact me. Sincerely,/J1nu Gary M. Oshel, P.E. Assistant City Engineer GMO/en Attachment: Seven K Construction Company
Payment Application No.7 INTERCEP\7K.ADD City of Farmers Branch P.o, Box 819010 Farmers Branch, Texas 75381-9010 214/247-3131 [jnked in Friendship with District of 8assetlaw, Nottlnghamshlre,
Great Britain and Garbsen, Germany. Joined in an Economic Alliance with Markham, Canada and and Guadalupe, MeXICO. 
CERTIFICATE OF THE CONTRACTOR OR HIS DULY AUTHORIZED REPRESENTATIVE APPUCATlON 7 • ' To the best of my knowlegdge and belief, I certify that all items, units, quantities, and PERIOD
5-26-94 TO 6-25-94 .. prices of work and material shown on the face of Sheets 1 thru 4 of this Monthly Estimate are correct that all work has been performed and materials supplied in
full accordance with the terms and conditions of the corresponding construction contract documents between the undersigned as Contractor and The North Dallas County Water Supply Corporation,
as Owner, dated November 16, 1993, and all autholized changes thereto; that the following is a true and correct statement 01 the contract account up to and Including the laS! day of
the period covered by this estimate and that no part of the To18l Amount Due has been received: (a) Total amount eamed (From Worksheet) $ 2,294,095,10 (b) Ratainage -5% -,•. ""..".""".".""".""...""""
"".",,",,,.,,,,,,,,,,,,,,,",",",",,,,,,,,,,,$ 114,704.76 (c) To18l earned less relainage.,,,,.,.,.,,,.,,,,,,,,,,,,,,,...,,,,,,,,,,,,,...,,,,,,,,,,,,,,,,,,,,,,,,,",,,",,,,,$ 2,179,390.35
(d) TOlal previously certified (Line c from previous estimate)"" ........... ",$ 1,905,509.15 (e) Amount due this estimate,,,.,,.,,,,., ...., " .. " .""",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,
,,,,,,,,.$ 273,881.20 (f) Excess cost of field engineering and inspection 17 HOURS @$751HR$ (1,275.00) (g) Total Amount Due........".".,"''',."''''',..""."'''''''".""... "."."."''''".'",,.,,,,.".""""
",,$ 272,606,20 I fUrther certify that all claims outstanding as ofthis date against the undersigned as contractor for labor, materials, and expendable equipment employed in the performance
of said contract to this date have been paid in accordance with the requirements of said contract, CON DATE: vCLt J,, 􀁌􀁦􀁾􀀠fc. BY: TlTLE: 􀁦􀀱􀁴􀁚􀁂􀀮􀂣􀁾􀀠/'-(AivA 􀁾<flt 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀻􀀺􀀠CERTlFICATE OF THE OWNER'S CONSULTING ENGINEERS I certify that I
have verdied this Monthly Estimate, and that to the best of my knowledge and belief 􀁾􀀠is a true and correcrt statement of work performed and materrials supplied under the contract
and that the Contractor's certified statement of his account and the amount due him is correct and just, and that all work and materials included in this Monthly Estimate have been performed
in full accordance with the terms and conditions of the corresponding construction documents and authorized changes thereto. NSEND & ASSOCIATES DATE: \/{;t.;/􀁾􀀠/</qtl􀁾􀁾􀁾􀁾􀁩􀁾􀁾􀀽􀀭___TITLE:
£.1:: = 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀠OWNER'S
RECOMMENDATION FOR PAYMENT /I Approved and Payment Recommended: DATE: 1/1-;"1"4.NORTH DALLAS COUNTY WATER SUPPLY CORPORATION: OWNER ' BY: TlTLE: fh,Jl::.CC fVl&f-!?J7u04 
PAYMENT APPLICATION 7 APPLICATION NO. 7 PERIOD FROM 5/26/94 to 6/25/94 SEVEN K CONSTRUCTION COMPANY 144 GREEN BAY ROAD NOR1H DALLAS COUNTY WATER SUPPLY CORPORATION WINNETKA ILL 60093
CITY OF FARMERS BRANCH, TOWN OF ADDISON SANITARY INTERCEPTOR SEWER, PHASE I , , ,WORK BID WORK COMPLET1ED, ,BID -... .. ITEM BID , , , , PREVIOUS APPLICATION , CURRENT APPLICA1l0N !
TO DATE , DESCRIPTION ,UNIT, UNIT , UNIT, TOTAL , , I I , I COST ,AMOUNT I COST I QUANTITY I AMOUNT I QUANTITY I AMOUNT I QUANTITY I AMOUNT I I_I I 1_, .... I I I I I I, , I I I I I
I I I I, , , , , , , I I I I I I 1B 16Cf' SAN SWR IN OPEN CUT , LF , $325.00 , 3480 I $1.131,000.00 I 2382.60 I $n4,345.oo I 296.40 , $96,330.00 , 2679.00 , $370,675.00 1 , , I I I I
I I I I 1 1 2B 160" UNDER I.H. 635 FRNTG RD I LF I $425.00 I 71 I $30,175.00 I I I I I , I , , , , , , I I I I I, , , , I, I I I I I I I 3B 160" SAN SWR IN TUNNEL I LF $365.00 I 18810
, $6,865,650.00 1 715.40 1 $261,121.00 , 460.901 $175,528.50 , 1196.30 , $436,649.50 , , , , , , ,I 1 t I 1 t I , , , , , , , ,1 I I 1 4B ,42" SAN SWR IN OPEN CUT I LF , $410,00 1 15
I $6,150.00 , , I , t 1 I , , , , 1 1 I I 1 I I I 58 136' SAN SWR IN OPEN CUT , LF , $260.00 I $23,800.00 , , , , 1 ,, , , 85' , I I 1 1 1 1 1 1 68 136' JKlBOR UNDER FRM BR CRK , LF
, $655.00 , 167' $109,385.00 , , , I , , ,, , , , , , , , , , .78 ,30" SAN SWR IN OPEN CUT , LF $150.00 , 78 , $11,700.00 , , , , ,I , , , , 1, , , , , 1 1 1 1 1 B ,12" DIP DRP ASY MH
#29 I EA I $1,600.00 I 1 I $1,600.00 , I 1 I I 1 1 , , , , , 1 I I 1 I I I 9 136' DIP DRP ASY MH #25 EA , $15,160.00 , $15,180.00 , , , I 1 I I I I I I , , , , , , , , 1 1 I 10 , MH
#1 INTCPT STRCT EA , $50,000.00 1 1 , $50,000,00 1 , I 1 I I , , I 1 I 1 1 I 1 1 I 11 IMH#4STRCT I EA I $26,000.00 , 1 I $26,000.00 1 , , , I 1 ,, , , , , , , , , I I I 12 ,96" DIA MH
BASE , EA I $5,750.00 1 91 $51,750.00 , 6.00 , $34,500.00 I 1.00 1 $5,750.00 , 7.00 I $40,250.00 I , , , , , , 1 1 I I 1 13 ,7'2' DIA MH BASE EA , $6,200.00 1 5' $31,000.00 1 1 , , ,
,, , , , , I 1 I 1 1 1 14 ,72" DIA MH SIDEWALL , VF $280.00 , 110 , $llO,Boo.oo , , , ,I I 1, , , , ,I. 1 I I I I 
PAYMENT APPLICATlON 7 SEVEN K CONSTRUCTlON COMPANY 144 GREEN BAY ROAD WINNETKA, ILL 60093 APPLICATlON NO. 7 PERIOD FROM 5/26/94 to 6/25/94 NORTH DALlAS COUNTY WATlER SUPPLY CORPORATlON
CITY OF FARMERS BRANCH. TOWN OF ADDISON SANITARY INTlERCEPTOR SEWER, PHASE I BID ITlEM 15 16 17 18 19 20 BID DESCRIPTlON 1 148" DIA MH SIDEWALL 1 148" DIA MH FRM & CVR 1 124" DIA MH
FRM & CVR 1 1TNL SHF #1 w/MH 12 STR 1 TNL SHF #2 w/MH 13 STR TNL SHF #3 w/MH 14 STR 1 UNIT 1 1_I VF EA EA EA EA EA WORK UNIT COST $90.00 $2,500.00 $580.00 $175,000.00 $200,000.00 $200,000.00
BID 1 UNIT 1 AMOUNT 1 1 100 9 5 1 TOTAL PREVIOUS APPLICATlON COST QUANTlTY 1 AMOUNT _________1____1 $9,000.00 63.50 1 $5,715.00 1 $22,500.00 1 1 $2,900.00 1 1 $175,000.00 0.60 1 $105,000.00
1 $200,000.00 0.60 1 $120,000.00 1 $200,000.00 0.60 $120,000.00 WORK COMPLETlED CURRENT APPLICATlON QUANTlTY AMOUNT _____ _____ 16.00 $1,440.00 TO DATlE QUANTlTY 1 AMOUNT 1_____ 1 79.50
1 $7,155.00 1 1 1 1 1 0.60 1 $105,000.00 1 0.601 $120,000.00 1 0.60 1 $120,000.00 21 TNL TNL SHF #4 w/MH 15 STR EA $115,000.00 $115,000.00 0.50 $57,500.00 1 0.50 $57,500.00 22 TNL SHF
#5 w/MH 16 STR EA $120,000.00 $120,000.00 0.60 1 $72,000.00 1 0.60 $72,000.00 23 TNL SHF #6 w/MH 17 STR EA $150,000.00 $150,000.00 24 TNL SHF #7 w/MH 18 STR EA 0.00 25 TNL SHF #8 w/MH
19 STR EA $140,000.00 $140,000.00 26 TNL SHF #9 w/MH 20 STR EA $125,000.00 $125,000.00 27 TNL SHF #1 0 w/MH 21 STR EA $125,000.00 $125,000.00 28 TNL SHF #11 w/MH 22 STR EA 0.00 29 TNL
SHF #12 w/MH 23 STR EA $200,000.00 $200,000.00 30 TNL SHF #13 w/MH 24 STR EA 0.00 
PAYMENTAPPLICATION 7 APPLICATION NO. 7 PERIOD FROM 5/26/94 to 6/'25/94 SEVEN K CONSTRUCTION COMPANY 144 GREEN BAY ROAD NORTH DALLAS COUNTY WA1ER SUPPLY CORPORATION WINNETKA, IUL 60093
CITY OF FARMERS BRANCH, TOWN OF ADDISON SANITARY INTERCEPTOR SEWER, PHASE I I WORK BID WORK COMPLE1ED I BID I I I1EM BID DESCRIPTION I IUNIT I I I UNIT COST II UNIT I I AMOUNTI TOTAL
COST PREVIOUS QUANTITY APPLICATION I AMOUNT CURRENT QUANTITY APPLICATION I AMOUNT TO QUANTITY DATE . I AMOUNT I I I I_I I I I I I I I I I I I I I 31 IITNL SHF #14 w/MH 25 STR EA I I
$120,000.00 1 $120,000.00 I I I I I I I I 32 33 34 IIMH & 36" RCP SlSWR SH7 RMV & RPL I I TMP 8" SN SWR R+R EX SH9 12" D. WM -RMV EXST 12"WM LS LS LF I I I I I I $'25,000.00 $6,500.00
$65.00 1 1 500 $25,000.00 $6,500.00 $32,500.00 I I I I 1 67.00 I $4,355.00 I I I I I 49.50 I $3,217.50 I I I I 1 116.50 I I I I I I $7,572.50 I I I I I I 35 38" D. CL-3 RCP STM SWR LF
I $95.00 160 $17,100.00 I I I I 36 SFT END TRT 36" RCP ST SWR LS I I $16,500.00 1 $16,500.00 I I I I 37 TR SFT SYS TUNNEL ACC SFT LF $10.00 4300 $43,000.00 2424.85 $24,246.50 312.00
$3,120.00 2736.85 I $27,368.50 I 36 POST-CONST PIPE SYS 1ESTG ILF $2.50 22532 $56,330.00 I I I I 39 PPCM HLTH & SAFETY PLAN FRM. ILS $30,000.00 $30,000.00 I I I 40 PPCM HANDLING ILS
$200,000.00 1 $200,000.00 I I 41 I1EMP RELOC ELEC LN-SH #3 I ILS $30,000.00 1 $30,000.00 0.88 $25,709.00 I I 0.86 I $25,709.00 I 42 43 I I MOBILIZATION I 112" WTR YLV, COMPL IN PLC I
ILS I lEA $400,000.00 $1,100.00 1 4 $400,000.00 $4,400.00 1.00 1.00 $400,000.00 $1,100.00 2.00 I I I I $2,200.00 I 1.00 3.00 I I $400,000.00 I I $3,300.00 I 44 I I 8"WTRVLV, COMPL IN
PLC I lEA $710.00 1 $710.00 I 1.00 I I $710.00 I I 1.00 I I $710.00 I 45 I I CONC PVT RMYL & REPLACE I I ISY I $30.00 I. I 500 I I $15,000.00 I I I I I I I I I 1 I I I I 
PAYMENT APPLICATlON 7 , , , APPLICATlONNO. 7 PERIOD FROM 5/26/94 to 6/25/94 SEVEN K CONSTRUCTlON COMPANY 144 GREEN BAY ROAD NORTH DALLAS COUNTY WATER SUPPLY CORPORATlON WINNETKA, ILL
60093 CITY OF FARMERS BRANCH, TOWN OF ADDISON SANITARY INTERCEPTOR SEWER, PHASE I BID ITEM I I I BID I I I WORK BID I I I I PREVIOUS APPLICATlON I WORK CURRENT COMPLIETED APPLICATlON
TO DATE I DESCRIPTlON I UNIT UNIT I UNIT I TOTAL I I I I I COST IAMOUNT I COST I QUANTlTY I AMOUNT I QUANTlTY AMOUNT QUANTITY I AMOUNT 46 I I ASPHALT PVT RMVL & REPLC I_I I I ISY I I
I $20.00 I I I 1000 I I I $20,000.00 I I I I I I I I I I 47 I I CONe CAB & GTR RMV & RPL I ILF I I I $16,00 I I 500 I I $8,000.00 I I I I I I I 46 I I CONC SIDEWALK RMV & RPLC I ISF
I I I $2,50 I 2000 I I $5,000,00 I I I I I I I 49 50 I I CEMENT STAB. TRNCH BKFL I j CASHD STONE TRNCH BKFL I ICY I ICY I I I I $25.00 $8,00 I 1000 I 1 1000 1 I $25,000,00 I 1 $8,000,00
I I I 1 25,70 I I I I $205.60 I I I I 25.70 I $205,60 51 I 14,000 PSI CONC WOR WIO FORMS I ICY I I $75.00 75.00 1 501 I $3,750,00 I I I I I I I 52 1 I REBAR I ILB 1 I $0,70 I 500 I I
$350.00 I I I I I I I 53 I I 118" SAN SWR RMV & RPL-NICHLSN RD I LF I I $28.00 I 170 I I $4,760,00 I I I I I I I 54 I 146" DIA MH BASE-NICHOLSON RD I lEA I I $400.00 I I 41 I $1,600,00
I I I I I I I 55 I 148" DIA MH SOWL-NICHOLSON AD I IVF I I I $50.00 I I 601 I $4,000.00 1 I I I I I I 56 I I124" DIA MH FRM+CVR NICHOLSON AD IEA I I I I I 1 I I I I I I $150,00 I I I
I I 41 I I I I $600,00 1 1 I I I 1 I I I I I I 1 I I I I I I 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀭􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠TOTAL ALTERNATE C ITEMS 1S THRU 56
$11,046,890,00 $2,005,799,10 $2811,296,00 $2,294,005,10 
.wI,792 FaRmeRS BRanCI-I December 20. 1991 John Bumgartner Acting City Manager Town of Addison P.O. Box 144 Addison, TX 75001 SUBJECT: SANITARY INTERCEPTER TUNNEL Dear Mr. Bumgartner:
Enclosed is your copy of the agreement between Consoer, Townsend & Associates and the North Dallas County Water Supply Corporation. This agreement Is for Engineering Design and Services
during construction of the Sanitary Intercepter Tunnel for the City of Farmers Branch and the Town of Addison. qil --------i./' Jerome V. Murawski. Jr., P.E. City Engineer JVM/en Enclosure
C:Addison.SST ---'J 􀁲􀀺􀁾􀀠􀀺􀀺􀀽􀁾􀁾􀁭􀁥􀁒􀁓􀀠􀁆􀀮􀀳􀁾􀁡􀁮􀁃􀁈􀀠"CI.O.i30X '3'£1010 '=;nr.::n-r.er::Js 􀁅􀁾􀁡􀁮􀁃􀁈􀀮,"!XElS 􀀢􀀻􀀢􀀧􀁾􀀳􀁡􀀬􀀭􀀧􀀿􀁯􀀢􀀡􀁾􀀠􀀭􀀺􀀬􀀬􀀺􀀮􀁾􀀧􀁰􀁡􀀮􀁣􀀧􀁬􀀧􀀷􀀭􀀻􀀻􀀻
􀀺􀀻􀀢􀀡􀀮􀀺􀀺􀁮, "', _:.....ED in "'''IEn'::5",''' '.t.;JT\-' THE ;:::ST""CC' ClF "'f"SSETLAUJ. norr:n"'",AmSHI"E, O"Ef"T ",,,,T"'ln 
AGREEMENT THIS AGREEMENT is made by and between Consoer, Townsend & Associates, Inc. hereinafter called "UNDERSIGNED", and the NORTH DALLAS COUNTY WATER SUPPLY CORPORATION, hereinafter
called "OWNER". WHEREAS, OWNER desires UNDERSIGNED to perform Engineering Design and Services During Construction for the Sanitary Intercepter Tunnel serving portions of the City of
Farmers Branch and the Town of Addison, as set forth herein and in Scope of Services, marked Exhibit "A" and "B", and attached hereto and incorporated herein; and WHEREAS, the UNDERSIGNED
has agreed to perform such work and services, NOW, THEREFORE, all parties agree as follows: SECTION 1 -GENERAL UNDERSIGNED shall furnish and pay for all labor, tools, materials, equipment,
supplies, transportation and management necessary to perform Engineering Design and Services During Construction for the Farmers Branch/Addison Sanitary Interceptor Tunnel as set forth
in "Section 2." hereof for the OWNER in accordance with the terms, conditions and provisions of the Scope of Services, marked Exhibits "A" and "B" attached hereto and incorporated herein
for all purposes. OWNER may, at any time, stop any services by the UNDERSIGNED upon giving UNDERSIGNED written notice. UNDERSIGNED shall be bound to OWNER by the terms, conditions and
responsibilities toward the OWNER for UNDERSIGNED's services set forth in this Agreement. SECTION 2 -SERVICES a. The Engineering Design Services, when authorized in writing by a Notice
to Proceed, shall be performed by the UNDERSIGNED in accordance with the OWNER'S requirements; as set forth in Exhibit A and summarized as follows: Prepare construction plans, and specifications
including surveying and geotechnical services for a Sanitary Intercepter Tunnel ranging in size from 60 to 72 inches in diameter for a distance of approximately 22,200 lineal feet from
the Trinity River Authority intercepter, easterly crossing 1·35 generally following an alignment along Valley View Lane and Marsh Lane in the city of Farmers Branch, Texas. 1 
b. The following Services During Construction, when authorized in writing by a Notice to Proceed shall be performed by the undersigned in accordance with the OWNER'S requirements; as
set forth in Exhibit 8 and summarized below: Provide Construction Management Services for the construction of the Sanitary Interceptor Tunnel referred to in paragraph a. above including
Detailed full time observation of construction, including inspection, reporting and recommendations to owner for conformance with plans and specifications. shop drawing review, recommendations
for pay estimate approvals, utility and traffic control coordination, daily approval of all Contract pay items, and coordination of all restoration, daily clean up and citizens complaints,
and monitor contractors schedules. c. UNDERSIGNED shall be responsible for the professional quality, technical accuracy, and the coordination of all designs, drawings, specifications,
plans and other services fumished by UNDERSIGNED under this Agreement. UNDERSIGNED shall, without additional compensation, correct or revise any errors or deficiencies in the design,
drawings, specifications, plans and other services. d. Neither OWNER'S review, approval or acceptance of, nor payment for any of the services required under this Agreement, shall be
construed to operate as a waiver of any rights under this Agreement or of any cause of action ariSing out of the performance of this Agreement, and UNDERSIGNED shall be and remain liable
to OWNER in accordance with applicable law for all damages to OWNER causedby UNDERSIGNED's negligent performance of any of the services furnished under this Agreement. e. The rights and remedies of OWNER under this Agreement are as provided by law and equity
and shall include but shall not be limited to the right to seek specific performance of the terms hereof and to strictly enforce all terms and provisions .. SECTION 3 PAYMENT a. OWNER
shall pay UNDERSIGNED for all Engineering DeSign services authorized in writing and properly performed by UNDERSIGNED on the basis herein described, subject to additions or deletions
for changes or extras agreed upon in writing. b. Partial payment for Engineering Design Services will be as stipulated in Exhibits "c" and "0" attached hereto and incorporated herein.
Invoices shall be submitted monthly. 2 
c. Upon completion of Design Services and prior to notice to proceed with Services During Construction, the OWNER will negotiate with the UNDERSIGNED the billing rates and fee schedules
for Services During Construction. OWNER shall pay undersigned for all Services During Construction authorized in writing and properly performed by UNDERSIGNED on the basis herein described,
subject to additions or deletions for changes or extras agreed upon in writing. d. Partial payment for Services During Construction, will be stipulated in Exhibits E and F which will
be negotiated and upon execution thereof attached to this agreement and incorporated herein. Invoices shall be submitted monthly. e. Upon complete performance of this Agreement by UNDERSIGNED
and final approval and acceptance of UNDERSIGNED's service by OWNER, OWNER will make final payment to UNDERSIGNED of the balance due under this Agreement within thirty (30) days of the
following month after final payment for Design and Services During Construction services has been billed by UNDERSIGNED. f. OWNER may deduct from any amounts due or to become due to
UNDERSIGNED any sum or sums owing by undersigned to OWNER. In the event of any breach by UNDERSIGNED of any provision or obligation of this Agreement, or in the event of the assertion
by other parties of any claim or lien against OWNER, or the OWNER'S premises, arising out of UNDERSIGNED's performance of this Agreement, OWNER shall have the right to retain out of
any payments due or to become due to UNDERSIGNED an amount sufficient to completely protect the OWNER from any and all loss, damage or expense therefrom, until the breach, claim or lien
has been satisfactorily remedied or adjusted by the UNDERSIGNED. SECTION 4 • TIME FOR PERFORMANCE a. UNDERSIGNED shall perform all services as provided for under this Agreement in a
proper, efficient and professional manner in accordance with the OWNER's requirements. As time is of the essence in this Agreement, Services for Design Services excluding bidding and
recommendation of award shall be completed within 340 calendar days, from the date of written notice to proceed from Owner to UNDERSIGNED, exclusive of OWNER and other governmental review
time. Review submittals to OWNER during progress of the Design shall be at 50 percent, 90 percent and 100 percent completion stages at 225, 300 and 340 calendar days respectively from
notice to proceed exclusive of OWNER and other governmental review time. 3 
b. In the event UNDERSIGNED's performance of this Agreement is delayed or interfered with by acts of the OWNER or others, UNDERSIGNED may request an extension of time for the performance
of same as hereinafter provided, but shall not be entitled to any increase in fee or price, or to damages or additional compensation as a consequence of such delays, not to exceed one
year. c. No allowance of any extension of time, for any cause whatever, shall be claimed or made to the UNDERSIGNED, unless UNDERSIGNED shall have made written request upon OWNER for
such extension within forty-eight (48) hours after the cause for such extension occurred, and unless OWNER and UNDERSIGNED have agreed in writing upon the allowance of additional time
to be made. SECTION 5 -DOCUMENTS a. All instruments of service (including plans, specifications, drawings, reports, designs, computations, computer programs, estimates, surveys other
data or work items, etc.) prepared under this Agreement shall be submitted for approval of the OWNER. OWNER. All instruments of service shall be professionally sealed as may be required
by law or by OWNER. b. Such instruments of service, together with necessary supporting documents, shall be delivered to OWNER, and OWNER shall have unlimited rights, for the benefit
of OWNER, in all instruments of service, including the right to use same on any other work of OWNER without additional cost to OWNER. If, in the event OWNER uses such instruments of
service on any work of OWNER other than that specified in the Scope of Services, attached as Exhibits "A" and "8", provided UNDERSIGNED completes this Agreement, under those circumstances
OWNER hereby agrees to protect, defend, indemnify and hold harmless the UNDERSIGNED, their officers, agents, servants and employees (hereinafter individually and collectively referred
to as "Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees
incidental to the defense of such suits, actions, claims, losses, damages or liability on account of injury, disease, sickness, including death, to any person or damage to property including,
in part, the loss of use resulting therefrom, arising from any inaccuracy, such use of such instruments of service with respect to such other work except where UNDERSIGNED participates
in such other work. c. UNDERSIGNED agrees to and does hereby grant to OWNER a royalty-free license to all such instruments of service which UNDERSIGNED may cover by copyright and to
all designs as to which UNDERSIGNED may assert any rights or establish any claim under the design patent or copyright laws. UNDERSIGNED, after completion of the project, agrees to furnish
the originals of all such instruments of service to the OWNER. 4 
SECTION 6 -TERMINATION a. OWNER may suspend or terminate this Agreement for cause or without cause at any time by giving written notice to the UNDERSIGNED. In the event suspension or
termination is without cause, payment to UNDERSIGNED, in accordance with the terms of this Agreement, will be made on the basis of services reasonably determined by OWNER to be satisfactorily
performed to date of suspension or termination. Such payment will be due upon delivery of all instruments of service to OWNER. b. Should the OWNER require a modification of this contract
with UNDERSIGNED, and in the event OWNER and UNDERSIGNED fail to agree upon a modification to this Agreement, OWNER or UNDERSIGNED shall have the option of terminating this Agreement
and the UNDERSIGNED's services hereunder at no additional cost other than the payment to UNDERSIGNED, in accordance with the terms of this Agreement, for the services reasonably determined
by OWNER to be properly performed by the UNDERSIGNED prior to such termination date. SECTION 7 -INSURANCE a. UNDERSIGNED shall carry and maintain during the term of this contract and
any renewal term(s) such liability and other insurance coverages in the minimum amounts as set forth below with insurance companies authorized to do such business in the State of Texas:
(1) Worker's Compensation, including occupational diseases, providing for the payment of statutory benefits required by law. (2) Employer's liability insurance with a minimum limit of
$100,000 per occurrence each accident/$100,000 by disease per -occurrence/$100,000 by disease aggregate. (3) Comprehensive general liability coverage with the limits as follows: Bodily
injury and property damage liability with a minimum combined single limit of $500,000 per -occurrence and $1,000,000 general aggregate. Such coverage shall include contractual liability
and product liability (including completed operations) in the amount of $500,000 products/completed operations aggregate. (4) Comprehensive automobile liability insurance with a minimum
combined single limit of $500,000 per -occurrence for bodily injury and property damage including owned, non-owned and hired car coverage. (5) Professional liability insurance at minimum
limits of $2,000,000 per claim. b. UNDERSIGNED agrees to have OWNER designated as an additional insured party under insurance policies described in Subsections 3 and 4. 5 
c. UNDERSIGNED shall provide OWNER with certificates of insurance evidencing the above coverages. Provision shall be made in each certificate that any change in coverage Qncluding cancellation)
shall not be made without thirty (30) days prior written notice to OWNER. SECTION 8· INDEMNIFICATION FOR INJURY AND PERFORMANCE UNDERSIGNED further specifically obligates itself to OWNER
in the following respects, to-wit: The UNDERSIGNED hereby agrees to protect, defend, indemnify and hold harmless the OWNER, their officers, agents, servants and employees (hereinafter
individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses,
including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability on account of injury; disease, sickness, including death, to
any person or damage to property arising from any act, error, omission or neglect of the UNDERSIGNED, its officers, employees, servants, agents or subcontractors, or anyone else under
the UNDERSIGNED's direction and control, and arising out of, occurring in connection with, resulting from or caused by the performance or failure of performance of any work or services
called for by this Agreement, or from conditions created by the performance or non-performance of said work or services. In the event one or more of the Indemnities is determined by
a court of law to be jOintly or derivatively negligent or liable for such damage or injury, the UNDERSIGNED shall be obligated to indemnify OWNER as provided herein on a proportionate
basis in accordance with the final judgement, after aU appeals are exhausted, determining such joint or derivative negligence or liability. The UNDERSIGNED is not responsible for the
actions of the OWNER's contractor to perform the construction of the improvements covered under this Agreement. Acceptance and approval of the final plans by the OWNER shall not constitute
nor be deemed a release of this responsibility and liability of UNDERSIGNED, its employees, associates, agents and Engineers for the accuracy or competency of their designs, working
drawings and specifications, or other documents and work; nor shall such approval be deemed to be an assumption of such responsibility by the OWNER for any defect in the designs, working
drawings and specifications, or other documents prepared by UNDERSIGNED, its employees, contractor, agents and Engineers. 6 
) SECTION 9· INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION UNDERSIGNED agrees that it is an independent contractor and not an agent of the OWNER, and that UNDERSIGNED is subject, as
an employer, to all applicable Unemployment Compensation Statutes, so as to relieve OWNER of any responsibility or liability from treating UNDERSIGNED's employees as employees of OWNER
for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions. UNDERSIGNED further agrees to indemnify and hold OWNER harmless and
reimburse it for any expenses or liability incurred under said Statutes in connection with employees of UNDERSIGNED. SECTION 10 • INDEMNIFICATION FOR PERFORMANCE UNDERSIGNED shail defend
and indemnify OWNER against and hold OWNER and the premises harmless from any and all claims, suits or liens based upon or alleged to be based upon the non-payment of labor, tools, materials,
equipment, supplies, transportation and management costs incurred by UNDERSIGNED in performing this Agreement. SECTION 11 -ASSIGNMENT UNDERSIGNED shall not assign or sublet this Agreement,
or any part thereof, without the written consent of OWNER. SECTION 12· APPLICABLE LAWS UNDERSIGNED shall comply with all Federal, State, County and Municipal laws, ordinances, regulations,
safety orders, resolutions and building codes relating or applicable to services to be performed under this Agreement. This Agreement is entered into subject to the Charter and Ordinances
of the CITY OF FARMERS BRANCH and the laws of the State of Texas. SECTION 13 -DEFAULT OF UNDERSIGNED IN THE EVENT UNDERSIGNED fails to comply or becomes disabled and unable to comply
with the provisions of this Agreement as to the quality or character of the service or time of performance, and the failure is not corrected within ten (10) days after written notice
by OWNER to UNDERSIGNED, OWNER may, at its sole discretion without prejudice to any other right or remedy: 7 
a. Terminate this Agreement and be relieved of the payment of any further consideration to UNDERSIGNED except for all work determined by OWNER to be satisfactorily completed prior to
termination. Payment for work satisfactorily completed shall be for actual costs, including reasonable salaries and travel expenses of UNDERSIGNED to and from meetings called by OWNER,
at which the UNDERSIGNED is required to attend, but shall not include any loss of profit of UNDERSIGNED. In the event, of such termination, OWNER may proceed to complete the services
in any manner deemed proper by OWNER, either by the use of its own forces or by resubletting to others. In either event, the UNDERSIGNED shaU be liable for aU costs in excess of the
total contract price under this Agreement incurred to complete the services herein provided for and the costs so incurred may be deducted and paid by the OWNER out of such monies as
may be due or that may thereafter become due to UNDERSIGNED under and by virtue of this Agreement. b. OWNER OWNER may, without terminating this Agreement or taking over the services,
furnish the necessary materials, equipment, supplies and/or help necessary to remedy the situation, at the expense of the UNDERSIGNED. SECTION 14· ADJUSTMENTS IN SERVICES No claims for
extra services, additional services or changes in the services will be made by UNDERSIGNED without a written agreement with OWNER prior to the performance of such services. SECTION 15·
EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution of the contract by and between UNDERSIGNED and OWNER. SECTION 16· AGREEMENT AMENDMENTS This Agreement together
with Exhibit A, Exhibit B, Exhibit C and Exhibit D attached hereto contains the entire understanding of the parties with respect to the subject matter thereof and there are no orai understandings,
statements or stipulations bearing upon the meaning or effect of this Agreement which have not been incorporated herein. Exhibit E and Exhibit F, summary of cost and Billing rates for
Services During Construction, will be included as Amendments to the Contract upon negotiation of the cost of these services upon completion of Design Services and when executed and attached
hereto. This Agreement may only be modified, amended, supplemented or waived by a written instrument execute by the parties except as may be otherwise provided therein. 8 
SECTION 17 -WRITTEN NOTICES All notices, demands and communications hereunder shall be in writing and may be serviced or delivered personally upon the party for whom intended, or mailed
to the party for whom intended at the address set forth on the signature page of this Agreement. The address of a party may be changed by notice given pursuant to this Section. SECTION
18 -GENDER AND NUMBER The use of any gender in this Agreement shall be applicable to all genders, and the use of singular number shall include the plural and conversely. IN WITNESS WHf'JEOF,
the parties hereto have executed this Agreement on this the ?tIz day of. (7"-.[,,...:,.,. -/' 19 􀁾􀁬􀀠Z_ . ,/I 7 OWNER: UNDERSIGNED: North Dallas County Water Supply Corporation Consoer,
Townsend & Associates , 􀁾􀀮􀀠. By: 􀁾􀀮􀁟􀀠L'Lk.-J.0 ;; 􀁇􀁊􀁓􀀻􀁾􀀽􀀺􀀺􀀺􀁾􀀠 -Richard L. Escalante C.J. Smith, P.E. President Vice President 􀁌􀁾􀀠By: By: iShn F. Burke Secretary
Witness: Witness: Approved as to Form: /' 9 
I EXHIBIT "A" SCOPE OF SERVICES FOR ENGINEERING DESIGN This is an Exhibit to and incorporated into the Agreement (the "Agreement") entered into by and between the NORTH DALLAS COUNTY
WATER SUPPLY CORPORATION, a Texas Water Supply Corporation, created by the City of Farmers Branch and the town of Addison hereinafter referred to as "OWNER", and CONSOER TOWNSEND & ASSOCIATES,
INC., hereinafter referred to as "Engineer", on 􀁾􀀠W ,191z.and sets forth certain terms, conditions and provisions of the Agreement. inal design includes Special Services which are
included in Exhibit "A" as Section B-1 thru B-4. A. FINAL DESIGN 1. Upon notice to proceed meeting with owner to review Preliminary Report and establish a schedule for review and monthly
progress meetings. 2. Establish the route and parameters of the detailed topographic survey and complete surveys using Datum and Bench Marks established in Preliminary Report. The detailed
scope of the topographic surveys is set forth in Special Services. 3. Conduct field land land surveys necessary to prepare plats and legal descriptions of all permanent and temporary
easements along the route of the proposed interceptor. The detailed scope of the land surveys is set forth in Special Services. 4. Prepare final design geotechnical report supplementing
the soil report completed during the preliminary design phase. Also pumping tests and an Environmental water quality assessment will be completed in connection with the Geotechnical
Report. The detailed scope of final geotechnical report is set forth in Special Services. 5. Plans will be prepared on 24-inch by 36-inch plan and profile, sheets of a scale of 1" =
20' in plan view and 1" = 5' in the profile vertical scale. Plans will be prepared using CADD method. 1 
6. Plans will include a cover sheet. a location sheet. traffic control sheets, plan and profile sheets, detail sheets, construction notes and legend sheets and standard detail sheets.
All sheets will be designed and sealed by a engineer registered in the state of Texas. 7. Prepare contract documents including notice to bidders, proposal. special instructions to bidders,
contract conditions, special provisions. and project specifications using the CSI standard specifications. and "OWNER" of Farmers Branch Standard Documents. 8. Prepare the documents
required to obtain approval of all governmental authorities having jurisdiction over the design and/or operation of the Project and all public and private utilities including license
agreements to cross railroad property and pipeline transmission companies affected by the Project. Submit plans or agreements for signatures of representatives of such governmental authorities
and public utilities; and "OWNER" officials. 9. Design the Project in compliance with the requirements of all applicable local, state and federal laws, codes and regulations, make all
revisions to the plans, specifications and other contract documents necessary to provide clarifications or to correct discrepancies. The plans and speCifications shall conform to all
applicable federal and state regulations. 10. Deliver to the "OWNER" five copies of preliminary plans at the 50% completion stage for their review and at the 90% and 100% completion
stages of Final Design a detailed cost estimate and five (5) copies of all the reports, recommendations, analyses, specifications, plans and drawings (including working drawings) or
as may be modified by Exhibit "An, Scope of Services. 2 
11. Furnish the owner 30 sets of plans and specifications for bidding purposes. Assist the "OWNER" in securing bids for the construction of the Project based upon the construction documents;
attend prebid conferences; assist the "OWNER" in evaluating the bid proposals; prepare tabulations of bids received; and furnish the "OWNER" 20 copies of the bid tabulation and a written
recommendation for the award of a construction contract for the project. 12. Issue all required addenda to revise the plans, specifications and other contract documents in order to (i)
provide clarifications; (ii) correct discrepancies; (iii) correct errors and/or omissions; or (iv) reflect changes in design requirements and/or field conditions. B. SPECIAL SERVICES
1. Surveying Perform field surveys and provide office support relative to surveying required to obtain horizontal and vertical data along the proposed interceptor sewer line, prepare
temporary and permanent easements, and to prepare a working plan layout on CADD. Specific tasks are as follows: a. Horizontal Control -Establish a baseline as approved by "OWNER" on
a location near the centerline of the proposed interceptor sewer. A representative from CT&A will assist Lichliter, Jameson & Associates in identification of the shaft locations (PI's)
on the baseline. The baseline will be staked at 100' station intervals. PI's will be referenced with points outside the construction area for re-establishment during construction using
Aerial and Field Surveys. b. Topography -Obtain complete planimetric topography with ties to streets, buildings, trees, utilities, etc. Where sewer is in public R.O.W. the topography
will be obtained from right of way to right of way plus an additional 35 feet or the distance necessary to locate the nearest dwelling units which ever is 3 
smaller. Where sewer is in public or private property the topography will be obtained 75 feet on each side of the centerline of proposed sewer. This topo will be obtained from ROW to
ROW or for a width of 150' (75' each side of the baseline) when on new location. Invert elevations of underground utilities will be obtained where accessible. Elevations will be obtained
along utilities at locations probed or uncovered by utility companies. All survey data will be digitized on discs for CADD Drafting. c. Profiles and Cross Sections· Obtain elevations
along the baseline at 100' station intervals. At creek, street, railroad, and highway crossings, obtain additional cross sections as appropriate to represent the surface. At shaft locations,
establish a 20' grid for a width of approximately 60' x 80' and obtain elevations on the grid points. d. ROW/Easements -Research property information (plats, right of way plans, metes
& bounds descriptions). lie property corners, fences, etc. to define the existing street right right Of way. Prepare a working sketch of existing street right of way and properties which
are crossed by the interceptor sewer line. Perform boundary analysis and computations to define the permanent easements as required for the line and temporary easements at shaft locations.
Prepare individual plats and metes and bounds descriptions for each easement. Stake the limits of the easements in a semi·permanent manner as required by the "OWNER". 2. Geotechnical
Investigations Perform final geotechnical services to provide soil borings, tests and reports in accordance with the following specific tasks: a. Test borings will be drilled at approximately
500·feet intervals along the recommended alignment to depths below the proposed sewer invert. 4 
) b. A total of 37 borings to total depths of 25 to 100 feet are proposed as summarized in Table 1. Boring logs and related information from the preliminary geotechnical report will
be used to fill in the information base along the alignment. c. Cohesive soils will be sampled with thin-walled tube samplers. Standard penetrations tests will be performed on very sandy
or cohesion less soils. The sampling intervals will be at each change in material or a maximum of five feet. The unweathered Eagle Ford Shale will be continuously cored with double-tube
core barrels and appropriate bits. All samples will be extruded in the field and packaged to protect them from disturbance and preserve their insitu moisture content. d. Field permeability
tests by the pressure packer method will be performed at selected locations in the shale bedrock to evaluate in-situ permeability. Smalldiameter (2-inch PVC) groundwater observations
wells will be installed at selected locations, primarily in the overburden soils, for long-term term groundwater level measurements. Field permeability tests by the bailing and recovery
method will be performed in these observation wells to evaluate in-situ permeability. e. All borings will be grouted following completion of drilling. f. An experienced field geologist
will be assigned to each drilling rig to log the borings, perform field tests, assist in access and utility clearances at boring sites, and perform related duties. g. Ground surface
elevations and locations will be provided for each of the test borings (final and preliminary). h. Laboratory tests will be performed on representative samples to establish the pertinent
engineering properties of the various soil and rock strata. 5 
For soil samples, the following tests are anticipated: Natural moisture content Dry unit weight Atterberg limits and linear shrinkage Grain-size analysis Unconfined compression Triaxial
shear Direct shear Absorption swell For rock core samples, the following tests are anticipated: Natural moisture content Dry unit weight Unconfined compression Triaxial compression Absorption
swell Atterberg limits These tests will be performed in general accordance with ASTM and IRSM methods. It is also proposed to perform a limited program of special tests to further evaluate
the rock durability, hardness, and mineralogy. Addisontional types of tests for both soil and rock samples may be performed depending on conditions encountered. i. The results of all
field and laboratory studies will be compiled into an engineering report with Southwestern Laboratories (SwL) comments and recommendations on various appropriate deSign parameters. These
will include, as a minimum, the following: o Test boring logs and discussion of soil and rock stratigraphy o Interpretive subsurface profile along the alignment 6 
o Discussion of geologic and hydrogeologic conditions including groundwater levels o Laboratory test results and discussion of engineering properties of soil and rock materials. o Geotechnical
engineering comments and recommendations, including -dewatering (open cut, shafts, and tunnel) -soil bearing and settlement in cut and cover segment -pipe bedding and backfill -design
parameters for excavation support -cut and cover excavation slopes -estimated ground movements -monitoring and instrumentation j. Field pumping tests will be performed to provide more
in-depth measurements of the in-situ permeability characteristics of the overburden soils, at three locations. At each location, this will require installation of a 4-inch diameter PVC
pumping well and two nearby 2-inch diameter PVC observation wells or piezometers. The larger well will be pumped for a period of 12-hours with observations of drawdown levels in the
pumping well, and the drawdown wells before, during, and following the pumping period. The pumping flow rate will also be monitored. The test results would then be analyzed to obtain
coefficients of permeability, transmissivity, and related geohydrologic information at each of the test sites. k. Preliminary Environmental and Water Quality Assessment will be prepared
to assess the potential for environmental liabilities associated with past or current practices along the alignment, and include the following tasks: (1) Determine Existina Conditions
Along Alignment A site visit will be conducted to observe surficial evidence of environmental impairment. The SwL staff will inspect the alignment and adjacent properties for the presence
of the underground storage tanks, 7 
chemical stains, stressed vegetation, land scars, or obvious evidence of improper use or disposal of toxic or hazardous materials. Right of entry will be provided by the "OWNER". (2)
Review History The history of the alignment will be reviewed by utilizing data such as aerial photographs, inquiries of persons familiar with adjacent sites, and possibly, property chain-ot-title.
The surface conditions and surrounding land-use will be examined for previous activities that may have affected the environmental conditions. (3) Regulatory Agency Inquiry Inquiries
will be made to local, state, and federal regulatory agencies to determine whether or not noncompliance citations or violations have been issued in the past. Examplesof regulatory agencies include, the Texas Water Commission (lWC), city or county health departments, air quality and water quality departments, and the Environmental Protection Agency
(EPA). (4) Groundwater Sampling and Tests Based on these findings, sites will be selected for installation of of 4-inch diameter groundwater monitor wells at three locations judged to
have the highest potential for the presence ot hazardous substances. These wells will be installed using appropriate decontamination procedures for the drilling equipment and well materials.
Groundwater samples will then be obtained using appropriate sampling methods for water quality analysiS. Parameters anticipated for such analyses include general groundwater characterization
(pH, total dissolved solids, specific conductance, etc.), total organic carbon, total petroleum hydrocarbons, total volatile hydrocarbons, purgeable aromatics, general pesticides and
herbicides, and other substances as may be indicated by the findings of the previous tests. 8 
(5) Data Evaluation and Final Report All pertinent data and obselVations will be organized and presented in the final report. The report will include an opinion by SwL with regard to
the potential for environmental concerns and liabilities, including the presence of hazardous and toxic substances. Should the results of this study reveal evidence for the potential
for environmental concerns, a recommendation will be made for additional investigation activities, which commonly include additional soil borings, monitor wells, soil/waste sampling
and laboratory testing, not included within the scope of this preliminary study. 3. Analytical Laboratory Testing A minimum of three analytical laboratory tests will be performed on
the sanitary sewage which will be conveyed in the new sanitary interceptor tunnel. The test will include the following analysis: PH, sulfates, sulfides, cyanide, volatile organics, semi-volatile
organics, chlorides and methane. These tests will be conducted for use in analyzing corrosion protection necessary for the tunnel and appurtenances. 4. Flow Monitoring A maximum of two
portable velocity flow monitors will be installed for a maximum six week period to determine dry and wet weather flows tributary to the terminus of the new sanitary interceptor tunnel.
9 
EXHIBIT "B" SCOPE OF SERVICES FOR SERVICES DURING CONSTRUCTION This is an Exhibit to and incorporated into the Agreement (the "Agreement") entered into by and between the NORTH DALLAS
COUNTY WATER SUPPLY CORPORATION, a Texas Water Supply Corporation, created by the Cities of Farmers Branch and Addison hereinafter referred to as "OWNER", and CONSOER TOWNSEND & ASSOCIATES,
INC., hereinafter referred to as "Engineer", 􀁯􀁮􀁾􀀬􀀱􀁾􀁡􀁮􀁤􀀠sets forth certain terms, conditions and provisions of the AgreemenQ The Engineer shall provide professional services
during construction to assist in obtaining a complete Project in accordance with the purpose and intent of the contract documents. Services During Construction shall include, but not
be limited to, the following: 1. Participate in pre-construction conferences and assist with the execution of a contract between the "OWNER" and the successful bidder; 2. Provide a full
time on site resident engineer and assistant field engineers as required to administer construction contracts and prepare monthly progress reports, minutes of meetings, daily diaries,
review and monitor contractor's CPM schedule adherence and project progress, and check and recommend approval of contractors pay estimates, and provide daily on site construction inspection
for conformance with plans and specifications, including reporting and recommendations to Owner. However, neither Consoer, Townsend & Associates or Jay Dee Contractors are responsible
for the means or methods employed by the Contractor in the process of his work, or have the authority to stop the Contractor's work. 3. Jay Dee Contractors Inc. will assist Consoer Townsend
& Associates during construction Phase Services and will provide at least one full time representative as part of the onsile personnel referred to in Paragraph 2 above. 10 
Both Consoer Townsend and Jay Dee Contractors will assign a project manager to interlace between the contractor, the "OWNER" and resident engineers and attend monthly progress meetings
and any other meetings as required. 4. Review, prepare, make recommendations, execute, and administer contract changes including field change orders and engineering design changes. 5.
Review and recommend approval of contractor's submittals and schedules including shop drawings and coordinate during construction to minimize the impact of traffic disruption or dust
conditions to the local populace. 6. Arrange for, and coordinate as required, all independent testing or laboratory services necessary for the project and review and administer, as needed,
in accordance with the test results. 7. Coordinate with contractor, utility companies and Owners Public Works Department to minimize disruption of utilities caused by or required by
construction operations. 8. Conduct a final inspection and prepare final punch list to be approved by Owner prior to approval of final pay estimate. Conduct a final inspection with Owner
after completion of punch list. 9. Provide two sets of reproducible record prints of drawings, which shall become the property of the "OWNER" corrected to show significant changes made
in the work during the construction of the Project. Such corrections shall be based upon" as-built" prints, drawings, field sketches and other data furnished to the Engineer by the "OWNER"
and the contractor, upon change orders issued during construction, and upon on-site observations of the Engineer. 11 
10. No less than 30 days and no more than 45 days before the expiration of the guarantee period established by the construction contract documents, the Engineer, in company with the
"OWNER", shall inspect the construction site. Within fourteen days after such inspection the Engineer shall furnish the "OWNER" with a written report enumerating items which require
repair or replacement as provided under the guarantee and warranty provisions of the contract documents; 12 
EXHIBIT "C" PAYMENT AND BILLING RATES This is an Exhibit to and incorporated into the Agreement (the "Agreement") entered into by and between the NORTH DALLAS COUNTY WATER SUPPLY CORPORATION,
a Texas Water Supply Corporation, created by the Cities of Farmers Branch and Addison hereinafter referred to as "OWNER", and CONSOER, TOWNSEND & ASSOCIATES, INC., hereinafter referred
to as "Engineer", on ""'Cf"lt4'a,""ItI",--"to,---, 19 '1.2..I. PAYMENT Payment will be based on base salary of staff members involved in productive work on the project times a multiplier
of 3.10 with maximum fees set forth in Exhibit "0". II. BILLING RATES Average billing rates for Consoer, Townsend & Associates, Inc. and the subcontractor's Lichliter Jameson for surveying
services; Southwestern Laboratories for geotechnical work and Jay Dee Contractors for design services are as follows: A. CONSOER TOWNSEND Classification Average Billing Rate Per Hour
Senior Advisor $ 110.00 Project Manager 110.00 Project Engineer 84.00 Sr. Civil Engineer 78.00 Civil Engineer 65.00 Structural Engineer 81.00 CAD Technician 56.00 Technician 50.00 13

(Exhibit "C" Continued) B. JAY DEE CONTRACTORS Classification Sr. Design Engineer Sr. Estimator Staff Estimator C. SOUTHWESTERN LABORATORIES (See Following Pages) D. LlCHLITER/JAMESON
& ASSOCIATES, INC. (See Following Pages) Average Billing Rate Per Hour $ 107.00 60.00 45.00 14 
EXHIBIT "C" Uchliter Jameson & Associates, Inc. AVERAGE RATE SCHEDULE Classification Project Manager Engineer Registered Public Surveyor Survey Technician Survey Crew (3 man) CADD Operator
Clerical CADD Equipment Base Salary Per Hour $ 26.50 18.30 19.00 15.00 15.00 11.50 Average Billing Rate Per Hour $79.50 54.90 57.00 45.00 70.00 45.00 34.50 25.00 15 
') EXHIBIT "e" SOUTHWESTERN LABORATORIES SCHIIDULE OF SERVICES AND MINIMIlM FEES H:RIB TEXAS GI'DlHl3NICAL ElGINEElUN:i DIVISICN ENGINEERS sta£f ED3'ineer Project ED3'ineer seni= ED3'ineer
Principal ED3'ineer Expert witness GEDI.03Isr J1\NUARY 1991 (Grade I and II) ---------(Grade III and IV) ---------(Grade V and VI) ---------(Grade VII and VIII)--------(4 hour mi.nllnurn)
---------sta£f GeoICXJist.------------------Project GeoICXJist-----------------senior GeoICXJist:---------------------DRAFTSMAN TECHNICIANS Technician in Training------------ED3'ineering
Technician------------------mID PROCESSING Direct Costs at cost plus 15 percent $ 60.00 $ 75.00 $ 95.00 $105.00 $160.00 $ 45.00 $ 55.00 $ 85.00 $ 35.00 $ 25.00 $ 35.00 $ 30.00 L-_____________________
_ sou TI-< .... ESTERN '-'>'601'1.'" TO!=lIES --
SI EM.IIE OF SERl7ICES AND MJ:NllU( FEES HRIH 􀁾GiI1l'I'lllNICAL 􀁾DIVISICN FII!U) SlWllS JANOl\RY 1991 IDBILIZATION lIND DEM:lBILIZATION 1. Truck lroUJ1ted drill rig, water truck arrl
crew--$ 2. 65/mi. ($175.00 MiniImlm) 2. Pickup arrl 3-roan crew (travel to/from site arrl office when equipn-ent left at location on out-of-tc1Nn projects) $ 1.25/rni. 3. SUbsistence
per crew :member $ 60.00/day 4. Minimum drillirq fee $500.00 FIElD lNVFSTIGATION 5. Soil samples (Shelby Tube samples in =hesive soils, 2-inch split spoon samples in =hesive soils) a.
Intermittent 2 or 3-inch diameter 0-50 (sampled at 51 intervals $ 9.l5/ft 50-100 (sampled at 51 intervals) $ 11. 60/ft. 100-200 (sampled at 10'intervals) $ l6.80/ft. 200-300 (sampled
at 20'intervals) $ 21.00/ft. b. Continuous 2 or 3-inch diameter 0-50 feet-----------------$ 16.80/ft. 50-100 feet $ 21.00/ft. c. Larger diametersi----------------------Quoted on request
6. wash or auger J:orirqs without samples $ 5.00/ft. 7. Uhdisturbed or split-spoon samples in wash or or auger J:orings---------------------$ 31.50/ea. 8. casing of J:oring through overl::urden
for soil sampling or rock coring-------------------$ 5.00/ft. Page 1 of 2 '---_____________________ '.iOUT.... wESTERN LAGORATOfUES __---l T 7 
9. Rock coring (NX-size), continuous coring, plus bit costs a. Carbid.ee---------------------$14.95 b. 􀁄􀁩􀁾􀁮􀁤􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭$21.00
10. Equipment rental plus bit costs a. Two men, Mobil B-53---------------------$136.50/hr. b. '1h1:'ee men, Failing 1250 (air), GD1000 (air) MobilB-57-----------------------------------$150.
OO/hr. c. '1h1:'ee men, om 75 air cambination--------------$160.00/hr. 11. starn-by of =_ and equipment, includi.nq move time in excess of 30 minute per boring a. '1h1:'ee men, drilling
equipment.----------$130.00/hr. 12. Rental equipment necessary to gain access------Cost +15% 13. Instrumentation (slope indicators, piezometers, etc.) a. Installation------------------Rig
rental rate b. Materials (s=een, pipe, :instruments)-------Cost +15% c. Geologist or Engineer at rate listed in Schedule of Hourly fees for personnel d. standard 2-inch standpipe observation
wells-----$ 6.00/ft. 14. Drilling tools, casing and bits lost in hole'------Cost +15% 15. Pressure testing----------------------------Rig rental rate 16. Resistivity SllrVeys----------------------<Qu
oted on request 17. Borehole Grouting a. Equipment.-----------------------------Rig rental rate b. Materials------------·-------Cost +15% 18. Rock Core Wocx:l.en Boxes-------Cost +15%
Page 2 of 2 '------------------------SO!." T .... ""E!I l£"'N "";0,60",0.10,""'£,, ------' 
JUmI 'I.'EKAS GI'Dl1'IlINICAL ENiINEERJ:N; DIVISICH I.lIBJRATIlRY 'I'ESTIN; J7INUARY 1991 IDENl'IFICATION AND CUlSSIFICATION TESTS 1. Liquid arrl Plastic Limits 2. Hydcolleter Analyses,
including Sieve 3. Sieve Analyses through No. 200 Sieve 4. Percent Passing No. 200 Sieve PHYSICAL TESTS 5. Moisture content 6. Density arrl Moisture content 7. MaX:iImlm arrl Minimum
Density 8. Specific Gravity 9. Permeability Fixed Wall Permeability Flex Wall 10 Organic content SI'RENGlH AND ro.1PRESSmILI'I'Y TESTS 11. Unconfined compression-maxilnurn stress soil
(with 􀁍􀁯􀁩􀁳􀁴􀁵􀁲􀁾􀁥􀁮􀁳􀁩􀁴􀁹􀀩􀀠 Rock 12. Triaxial Shear 2 inch arrl 3 inch diameter specimens Unconsolidated -undrained Per specilren Multiple stage consolidated-undrained with
Pore Pressure Per specilren Multiple stage (3-points) stress-strain curves for above tests Per specilren 13. Direct Shear -Per specilren Unconsolidated -Undrained consolidated -Undrained
consolidated -Drained Residual strength determination in conjunction with above tests -Add Page 1 of 2 L-______________________ sou THWE:5TERN UNIT PRICES $ 39.50 $ 75.00 $ 26.00 $ 15.50
$ 3.00 $ 15.50 $ 185.00 $ 46.75 $ 75.00 $ 175.00 $ 10.00 $ 27.50 $ 27.50 $ 40.00 $ 100.00 $ 140.00 $ 340,00 $ 30.00 $ 45.00 $ 85.00 $ 135.00 $ 115.00 LABORATORIES -------' 
􀁾􀁔􀁅􀁓􀁔􀁉􀁎􀁇􀀠SI'RENG'IH AND ro1PRESSIBILITY -Continuerl 14. Consolidation 15. Absorption SWell Test eontrollerl Pressure SWell 16. Preparation of rem:>lded or compacted specimen
for items above 17. Opt:i:mu:m Moisture -Density Relation stan::lard Mcxiifierl , 18. california Bearirg Ratio (3 specimens) 19. Lime stabilization Lime/Atterberg Series Lime/pH Series
Opt:i:mu:m Moisture -Density/Lime stabilizerl Soil 4-inch Mold 6-inch Mold Optinrum Moisture Density with strenjth tests -three lime contents 20. Dispersion Pinhole Cr\mlb Double Hydrometer
21-Iaboratory Resistivity Page 2 of 2 L-______________________ 501.1 'THwESYCPf,,/UNIT l2EICE $ 180.00 $ 60.00 $ 80.00 $ 20.00 $ 135.00 $ 150.00 $ 415.00 $ 160.00 $ 80.00 $ 150.00 $
150.00 $ 450.00 $ 115.00 $ 21.00 $ 115.00 $ 35.00 I.. A80AI>. TO 1'(1, F.S -_---' 
ANALYTICAL TESTING SANITARY INTERCEPTOR SEWER FARMERS BRANCH/ADDISON, TEXAS pH 5.00 ea. Sulfates 20.00 ea. Sulfides 25.00 ea. cyanide 25.00 ea. volatile Organics 225.00 ea. Semi-Volatile
Organics 575.00 ea. Chlorides 20.00 ea. Methane 50.00 ea. Total $945.00/sample Above series on five or more samples $875.00/sample. Sampling Charge $45.00/hr. For three sampling times
estimate maximum of 8 hours. April 17, 1991 "------------------------'"." ..." ............. 
EXHIBIT "D" SUMMARY OF COSTS This is an exhibit to and incorporated into the Agreement (the "Agreement") entered into by and between the NORTH DALLAS COUNTY WATER SUPPLY CORPORATION,
a Texas Water Supply Corporation, created by the Cities of Farmers Branch and Addison hereinafter referred to as "OWNER" and CONS ER, TOWNSEND & ASSOCIATES, INC., hereinafter referred
to as "Engineer", on \p , 1991MAXIMUM FINAL DESIGN BASIC SERVICES COST A. BASIC FINAL DESIGN SERVICES $607,984 B. OTHER DIRECT COSTS: 1. Printing plans specifications @commercial invoice
costs a. 5 sets for 50, 90 & 100 percent review b. 30 sets for bidding purposes c. 20 sets for regulatory & utility agencies d. Total costs $5,500 2. Travel cost @commercial invoice
cost @26 round trips $4,000 3. CAD use costs @$10.00 per hour @1 ,384 hours = $13,840 Total other direct costs $23,340 TOTAL MAXIMUM FINAL DESIGN BASIC SERVICES $631,324 MAXIMUM SPECIAL
SERVICES COST SUMMARY A. Surveying $92,896 22 
B. Easement legal descriptions and plat preparation $49,408 C. Gectechnical investigations $183,500 D. Sanitary sewage analytical testing $3,195 E. Flow metering $4,500 TOTAL MAXIMUM
SPECIAL SERVICES $333,499 TOTAL MAXIMUM COST FINAL DESIGN AND SPECIAL SERVICES COST 􀁾􀀹􀀶􀀴􀀬􀀸􀀲􀀳􀀠23 
EXHIBIT "E" PAYMENT AND BILLING RATES FOR SERVICES ,DURING CONSmUCTION This is an exhibit to and incorporated into the Agreement (the "Agreement") entered into by and between the NORTH
DALLAS COUNTY WATER SUPPLY CORPORATION, a Texas Water Supply Corporation, created by the Cities of Farmers Branch and Addison hereinafter referred to as "OWNER" and CONJi9ER, TOWNSEND
& ASSOCIATES, INC., hereinafter referred to as "Engineer", on 􀁾􀀠Y't2A.. (; , 199!-7J I. PAYMENT Payment will be based on actual salary of staff members involved in productive work
on the project based on a salary multiplier to be negotiated with the owner upon the completion of Final Design. II. BILLING RATES Billing rates will be based on the personnel assigned
to the project upon the completion of Final Design and will also be based upon the salary multiplier negotiated in Paragraph I -Payment -above. Exhibit "E" is not included in this Agreement
and if for information only. 24 
EXHIBIT UP' SUMMARY OF MAXIMUM COST FOR SERVICES DURING CONSTRUCTION This is an exhibit to and incorporated into the Agreement (the "Agreement") entered into by and between the NORTH
DALLAS COUNTY WATER SUPPLY CORPORATION, a Texas Water Supply Corporation, created by the Cities of Farmers Branch and Addisonson hereinafter referred to as "OWNER" and CONSOER, TOWNSEND
& ASSOCIATES, INC., hereinafter referred to as "Engineer", on 􀁾􀁾􀀠, 199:1The Maximum Costs for Services Du􀁾􀁯􀁮􀁳􀁾􀁣􀁴􀁩􀁯􀁮􀀠will be negotiated with the owner upon completion of
Final Design, Exhibit UFn is not included in this Agreement and if for information only, 25 
ATTACHMENT 'B' NORTH DAlLAS COUNTY WATER SUPPLY CORPORATION EXTRA WORK COST SUMMARY A. SouthWestern Bell Design Adjustment 1. Consoer Townsend & Associates Base Base Salary Position
Salary Hours Mulllplier Cost Project Manager $39.01 20 3.1 $2,418.62 CADD Technician $19.58 40 3.1 $2,427.92 Total $4,846.54 B. R.O.W. Easements 1. Consoer Townsend & Associates Base
Base Salary Position Salary Hours Multiplier Cost CADD Technician $18.74 43 3.1 $2,498.04 Technician $13.71 11 3.1 $467.51 CADD Technician $19.58 23 3.1 $1,396.05 Technician $14.33 6
3.1 $266.54 Total $4,628.14 C. City of Dallas Requested Easement Adjustments 1. ConsoerTownsend & Associates Base Base Salary . Position Salary Hours Mulllplier Cost CADD Technician
$19.58 4 3.1 $242.79 2. lichliter/Jameson & Associates Invoice No. 110185 $661.75 Totat $904.54 D. A-Z Report 1. Consoer Townsend & Associates Base Base Salary Position Salary Hours
Mulllplier Cost Project Director $39.01 6 3.1 $725.59 Project Manager $39.01 28 3.1 $3,386.07 Project Engineer Engineer $29.63 23 3.1 $2,112.62 Technician $13.99 8 3.1 $346.95 Technician
$14.33 3.1 $44.42 SubTotat $6,615.65 2. Jay Dee Contractors, tnc. tnvoice No. __ $0.00 Totat $6,615.65 E. Project Advertisement McGraw-Hili Invoice Nos. Cost K1794047 $1,066.00 K1804051
$1,066.00 K1944062 $1,066.00 Total $3,198.00 F. Total Extra Work $20,192.88 
Farmers Brat Tunnel 02193 $607,984.00 $71,602.96 $27,685.76BASICSVCS $405,223.96 $29,740.35 CT&A Design: $555,996.00 $27,685.76$388,372.21 $51.526.83 $29.740.35 UJ Design: $15.312.00
$14,925.75 $346.00 Jay Dee Cns!r: $36,676.00 $1,926.00 $19,730.13 $23,340.00 $0.00DIRECT COSTS $20.844.86 $704.24 $376.90 printing: $5.500.00 $1,679.44 $265.03 $376.90 travel: $4,000.00
$5,125.42 $439.21 CAOO: $13.840.00 $13,840.00 Advertisement: $0.00 $0.00 TOTAL BASIC: $831 117.25 SVCS surveying: $92,896.00 $92,677.50 Esmts, Legal: $49,408.00 $49,408.00 TOTALSRVY:
$142,304.00 $142.085.50 $0.00 $0.00 $0.00 $183,500.00Geotechnical: $142,403.16 Anlytcl Tests: $3,195.00 $0.00 Flow Metering: $4,500.00 . $4,500.00 $0.00 . $0.00 . 04/93 $19,952.46 $19.952.46
$255.33 $255.33 $0.00 $1,325.00 $27 <"::," $15,198.89 •. $7,593.39 .. $2,605.50 "'i"';: $5,000.00 ; • $421.52 ,i' $10,177.00 . . . $1,890.75 ". $12,067.75 ($12.511 $39,001.84 $3,195.00
$0.00 $30,050.24 $20,030.83 $10,019,41 $678.88 $153,53 $525.35 $0.00 06/93 $25,962.93 $25,962.93 $3,032.33 $251.38 $646.95 $2,132.00 $661.75 $881.75 $770.00 07/93 $17,897.42 $17.897.42
$1,187.76 $121.76 $1,066.00 $0.00 $1 ! 
· .Jrth Dallas County Water Supply Cu. fJoration City of Farmers Branch/Town of Addison Joint Venture Sanitary Interceptor Sewer -Phase I I. Consoer Townsend & Associates A. Estimated
Staffing Costs Position Manhours Rate Cost Principal 200 123.75 $24.750.00 Project Manager 940 123.00 $116,325.00 Resident Engineer 4002 75.00 $300,150.00 Project Engineer 500 94.00
$47,000.00 Structural Engineer 100 115.00 $11,500.00 CADD Technician 120 62.00 $7,440.00 Technician-Office 400 45.00 􀁾􀀱􀀸􀀬􀀰􀀰􀀰􀀮􀀰􀀰􀀠Subtotal $525,165.00 B. Direct Costs Travel
-Plane and car rental (158 + 55) x 30 = $6,390.00 Printing @$125 x 24 = 􀁾􀀳􀀬􀀰􀀰􀀰􀀮􀀰􀀰􀀠Subtotal $9,390.00 Subtotal CT&A $534,555.00 II. Jay Dee Contractors A. Estimated Staffing
Costs Position Manhours Rate Cost Manager 768 115.00 $88,320.00 Assistant Resident Engineer 4002 75.00 $300,150.00 Field Inspector 3480 35.00 $121,800.00 Senior Safety Engineer 192 72.00
􀁾􀀱􀀳􀀮􀀸􀀲􀀴􀀮􀀰􀀰􀀠Subtotal $524,094.00 B. Direct Costs Travel Expenses (160 + 400) x 24 = $13,440.00 Subtotal Jay Dee $537,534.00 Page 1 of 2 
III. Project Special Costs A. Safety Equipment Combination Gas Tester, 2 @$120/month x 20 = Escape SCBA Units, 4 @$50/month x 18 = Anemometer, 1 @$50/month x 18 = Subtotal Safety Equipment
B. Photographs 5 photos x 21 days x 20 months @.60/photo = C. Tunnel Survey Consultant 3 surveys @3,OOO/Survey = D. Surveying for Line and Grade and Settlement Control 1. Line and grade
and setting elevation markers and establishing starting elevations 2. Provide elevations on all markers once a month for 12 months 3. Provide elevations at end of warranty period one
year after construction Subtotal Surveying E. Project Vehicles 2 Vehicles @$35/day @21 days x 23 months = 1 Vehicle @$35/day @21 days x 20 months = Subtotal Vehicles F. One Year Warranty
Inspection and Report Subtotal Warranty Subtotal Special Costs Total Project Cost $4,800.00 $3,600.00 $900.00 $9,300.00 $1,260.00 $9,000.00 $25,650.00 $25,700.00 $5.250.00 $56,600.00
$33,810.00 $14,700.00 $48,510.00 $11,990.00 $136,660.00 $1.208.749.00 Page 2 of 2 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION ANNUAL FINANCIAL REPORT YEAR ENDED SEPTEMBER 30, 1996 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION ANNUAL FINANCIAL REPORT YEAR ENDED SEPTEMBER 30, 1996 CONTENTS Page INDEPENDENT AUDITOR'S REPORT 1 FINANCIAL STATEMENTS Balance Sheet -All
Fund Types and Account Groups 2 Statement of Revenues, Expenditures and Changes in Fund Balances -All Govemmental Fund Types 3 Statement of Revenues, Expenditures and Changes in Fund
Balances -Budget (GAAP Basis) and Actual -All Govemmental Fund Types Notes to Financial Statements 4 5 
III WEAVER TIDWELL ----LLP CERTIFIED PUBUC ACCOUNTANTS AND CONSULTANTS !222J I'leril Drii't Snih' 1700 DeJl.1f, Tex,n 752,51 972.490,}970 F 972.702.8321 FORT WORTH OFFICE .>07 \\;(.)/S"I'l:ttt/;
S/f'tt'l SHift 15uo FOri IVbl',b, 'j;XaS 76/!):! WORLOWIOE AFFILIATIONS THROUGH SUMMIT INTERNATIONAL ASSOCIATES, INC INDEPENDENT AUDITOR'S REPORT Board of Directors North Dallas County
Water Supply Corporation Fanners Branch, Texas We have audited the accompanying financial statements of the North Dallas county Water Supply Corporation, as of and for the year ended
September 30, 1996, as listed in the table of contents. These financial statements are the responsibility of the Corporation's management. Our responsibility Is to express an opinion
on these financial statements based on our audit. We conducted our audit in accordance with generally accepted auditing standards. Those standards require that we plan and perfonn the
audit to obtain reasonable assurance about whether the financial statements are free of material misstatement. An audit includes examining, on a test basis, evidence supporting the amounts
and disclosures in the financial statements. An aUdit alsc includes assessing the accounting principles used and significant eStimates made by management, as well as evaluating the overall
financial statement presentation. We believe that our audit provides a reasonable basis for our opinion. In our opinion, the financial statements referred to above present fairly, in
all material respects, the financial position of the North Dallas County Water Supply Corporation at September 3D, 1996, and the results of its operations for the year then ended in
confonnity with generally accepted accounting principles. 􀀴􀁉􀀬􀁾􀁥􀀺􀀭􀀮􀀯􀁟􀀲􀀺􀁊􀁾􀁾􀀯􀀠WEAVER AND TIDWELL, L.L.P. Dallas, Texas November 7, 1996 573 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION BALANCE SHEET· ALL FUND TYPES AND ACCOUNT GROUPS SEPTEMBER 30, 1996 Govemmental Account Fund T:/:!!es Grout! Totals General Memorandum Onl:/:
Capital Fixed General Projects Assets 1996 1995 ASSETS Cash $ $ 83,156 $ $ 83,156 $ 125,971 Accounts receivable: Town of Addison 411 147,783 148,194 636,579 Cny of Farmers Branch 337
150,407 150,744 484,613 Construction in progress 15,164,957 15,164,957 12,624,059 Total Assets $ 748 $ 381,346 $ 15,164,957 $ 15,547,051 $ 13,871,222 LIABILITIES Accounts payable $ 748
$ 108,798 $ $ 109,546 $ 652,886 Retainage payable 191.930 191,930 521.002 Totaillabilnies 748 300,728 301,476 1,173,888 EQUITY AND OTHER CREDITS I nvestment in general fixed assets 15.164,957
15.164.957 12,624,059 Fund balances 80.618 80,618 73.275 Total equity and other credits 80.618 15.164,957 15,245,575 12.697.334 Total Liabilities, Equity and Other Credits $ 748 $ 381.346
$ 15.164.957 $ 15,547,051 $ 13,871.222 The Notes to Financial Statements are an integral part of this statement. 2 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION STATEMENT OF REVENUES, EXPENDITURES, AND CHANGES IN FUND BALANCES -ALL GOVERNMENTAL FUND TYPES YEAR ENDED SEPTEMBER 30, 1996 Revenues: Charges
to participant cities: Town ofAddison City of Farmers Branch Interest income and other $ Governmental Fund 􀁔􀁾􀁬􀀡􀁥􀁳􀀠Capnal General Pro;ects 6,209 $ 1,023,596 5,080 1,517,303 7,343
Totals Memorandum 􀁏􀁮􀁬􀁾􀀠1996 1995 $ 1,029,805 $ 4,246,101 1,522,383 3,252,716 7,343 13,954 Total revenues 11,289 2,548,242 2,559,531 7,512,771 Expendnures: Current Project administration
Legal fees Miscellaneous Capnal outlay 3,077 1,078 7,134 2,540,899 3,077 1.078 7,134 2,540,899 2,353 25,610 3,835 7.407,698 Total expendnures 􀀱􀀱􀁾􀀸􀀹􀀠2,540,899 2,552,188 7,439,496
Excess (deficiency) of revenues over expendnures 7,343 7,343 73,275 Other financing sources (uses): Operating transfers In Operating transfers out (8,062) 8,062 8,062 (8,062) Total other
financing sources (uses) (8,062) 8,062 Excess (deficiency) of revenues and other financing sources over expenditures and other financing uses (8,062) 15,405 7,343 73,275 Fund balances,
beginning of year 8,062 65,213 73,275 Fund balances, end ofyear $ $ 80,618 $ 80,618 $ 73,275 The Notes to Financial Statements are an integral part of this statement 3 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION STATEMENT OF REVENUES, EXPENDITURES, AND CHANGES IN FUND BALANCES -BUDGET (GAAP BASIS) AND ACTUAL ALL GOVERNMENTAL FUND TYPES YEAR ENDED
SEPTEMBER 30, 1996 General Fund Caeital Projects Fund Revenues: Charges to participant cities: Town of Addison City of Farmers Branch Interest and miscellaneous $ BU!!l!e! 9,075 7,425
Actual $ 6,209 5,080 Variance favorable !unfavorable) $ (2,866) (2,345) Bud!!e! $ 2,288,000 2,029,000 8,000 Actual $ 1,023,596 1,517,303 7,343 Variance favorable !unfavorablel $ (1,264,404)
{511 ,697) (657) Total revenues 16,500 11,289 (5,211) 4,325,000 2,548,242 (1,776,758) Expenditures: Current Project administration Insurance Legal fees Miscellaneous Capital oUlley 4,700
1,000 3,000 7,800 3,077 1,078 7,134 1,623 1,000 1,922 866 4,325,000 2,540,899 1,784,101 Tetal expenditures 16,500 11,289 5,211 4,325,000 2,540,899 1,784,101 Excess (deficiency) of revenues
over expenditures 7,343 7,343 other Financing Sources (Uses): Operating transfers in Operating transfers out !8,062l !8,062l 8,062 8,062 Total other financing sources (uses) (8,062l
(8, 062l 8,062 8,062 Excess (deficiency) of revenues and other financing sources over expenditures and other financing uses (8,062) (8,062) 15,405 15,405 Fund balances, beginning of
year 8,062 8,062 -65,213 65,213 Fund balances, end of year $ 81062 $ $ !8,O62l $ 65,213 $ 80,618 $ 15,405 The Notes to Financial Statements are an integral part of this statement 4 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION NOTES TO FINANCIAL STATEMENTS Note 1. Summary of Significant Accounting Policies The financial statements of the North Dallas County Water
Supply Corporation are presented in accordance with generally accepted accounting principles applicable to state and local governmental units as set forth by the Governmental Accounting
Standards Board. The following is a summary of the more significant accounting ana reporting policies ana practices. Organization ana Reporting Entity The North Dallas County Water Supply
Corporation ("Corporation") was incorporatea on April 29, 1991 as a public instrumentality ana non-profit water supply corporation under Article 1434a, Texas Revised Civil Statutes Annotated,
as amended. The Corporation was formed with the approval of the Town Council of the Town of Addison. Texas ("Town,,), and the City Council of the City of Farmers Branch,Texas (,City"),
to provide sanitary sewer interceptor services to theTown and City on a joint baSis. The affairs of the Corporation are managed by a six person board of directors that is appOinted by the governing bodies of the Town and the City. The
Corporation's financial statements include the accounts of all Corporate activities. OperatiOns The Corporation was formed to design. finance, construct, operate and maintain a joint
sanitary sewer interceptor. Costs of development, financing, overhead, operations and maintenance are allocated to the Town and City in accordance with an interlocal sanitary sewer interceptor
agreement. Basis of Presentation The accounts of the Corporation are Ofllanized on the basis of funds and account groups, each of which is considered a separate accounting entity. The
operations of each fund are accounted for with a separate set of self:balancing accounts that comprise its assets, 􀁬􀁩􀁡􀁢􀁬􀁬􀁾􀁩􀁥􀁳􀀬􀀠fund equity, revenues. and expenditures, as
appropriate. Government resources are allocated to and accounted for in individual funds based upon the purposes for which they are are to be spent and the means by which spending activities
are controlled. The various funds are grouped, in the flnaru:ial statements in this report, into the fund types and account groups listed below: Governmental Funds General fund -is the
general operating fund of the Corporation. It is used to account for all finanCial resources except those required to be accounted for in another fund. Capital projects fund -is used
to account for financial resources to be used for the construction of the joint sanitary sewer interceptor project. Account Group General fixed assets account group -is utilized to account
for fIXed assets utilized in governmental fund type operations. 5 
NORTH DALLAS COUNlY WATER SUPPLY CORPORATION NOTES TO FINANCIAL STATEMENTS Note 1. Summary of Significant Accounting Policies -continued Measurement Focus Measurement focus is the accounting
convention which determines which assets and liabilities are included on the balance sheet of a fund type and whether a fund type's operating statement presents "financial flow" or capital
maintenance information. All governmental fund types are accounted for on a spending or "financial flow" measurement focus. This means that only current assets and current liabilities
are generally included on their balance sheets. Their reported fund balance is considered a measure of "available spendable resources". Govemmental fund operating statements present
increases (revenues and other financing sources) and decreases (expenditures and other financing uses) in net current assets. Accordingly, they are said to present a summary of sources
and uses of "available spendable resources" during a period. Fixed assets used in governmental fund type operations are accounted for in the General Fixed Assets account group, which
is not a "fund". It is concemed only with the measurement of financial pOSition. It is not involved with the measurement of results of operations. Basis of Accounting Basis of accounting
refers to when revenues and expenditures or expenses are recognized in accounts and reported in the financial statements. Basis of accounting relates to the timing of the measurements
made, regardless of the measurement focus applied . All govemmental fund types are accounted for using the modified accrual basis of accounting. Under the modified accrual basis of accounting.
revenues are recognized when they become measurable and available as net current assets. Primary revenues of the govemmental fund types which have been accrued are charges to participant
cities for liabilities of the Corporation which were incurred but not reimbursed by participant cities prior to year end. This amount is considered available due to the close relationship
between the Corporation and participant cities. Expenditures are generally recognized under the modified accrual basis of accounting when the related fund liability is incurred. Budget
At least sIxty days prior to the commencement of each fiscal year. the Board of Directors of the Corporation adopts a proposed budget of expected revenues and proposed expenditures for
the next ensuing fiscal year. The budget is not effective until approved by the Town and City. General Fixed Assets General fIXed assets have been acquired or constructed for general
govemmental purposes from governmental fund types. Assets purchased or constructed in these funds are recorded as expenditures and capitalized at cost In the general fIXed asset account
group. No depredation is provided on general fIXed assets . . 1 6 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION NOTES TO FINANCIAL STATEMENTS Note 1. Summary of Significant Accounting Policies· continued Memorandum Only· Total Columns The total columns
presented in the financial statements are captioned "Memorandum Only" to indicate that they are presented only to facilitate financial analysis. Data in these columns do not present
financial position or results of operations in conformity with generally accepted accounting principles. Neither are such data comparable to a consolidation. Interfund eliminatlons have
not been made in the aggregation of these data. Estimates The preparation of financial statements in conformity with generally accepted accounting principles requires management to make
estimates and assumptions that affect the reported amounts of assets and liabilities and disclosure of contingent assets and liabilities at the date of the finanCial statements and the
reported amounts of revenues and expenses during the reporting period. Actual results could differ from those estimates. Note 2. Cash and Investments Deposits At September 30, 1996,
the carrying amount of the Corporation's cash deposits held at the Corporation's depository bank was $83,156 and the bank balance was $84,458. In addition to the $100,000 of federal
deposit insurance, the Corporation's depository bank had pledged in the Corporation's name $1,049,055 in additional collateral held by the Corporation's agent in the Corporation's name.
Cash deposits held at finanCial institutions can be categorized according to three levels of risk. These three levels of risk are: Category 1 Deposits which are insured or collateralized
with securities held by the entity or by Its agent in the entity's name. Category 2 Deposits which are collaterialized with securities held by the pledging financial institution's trust
department or agent in the entity's name. Category 3 Deposits which are not collateralized. Based on these three levels of risk, the Corporation's cash deposits at Septembar 30, 1996
are classified classified as Category 1. Investments The investment policy approved by the Board of Directors of the Corporation authorizes the investment of the Corporation's funds
in obligations of the United States or Its agencies and instrumentalitles, fully collateralized direct repurchase agreements with a defined termination date secured by obligations of
the United States or its agencies and instrumentalities, or joint pools of political subdiviSions in the State of Texas which invest in instruments allowed by current law. The Corporation
had no investments at September 30, 1996. 7 
NORTH DALLAS COUNTY WATER SUPPLY CORPORATION NOTES TO FINANCIAL STATEMENTS Note 3. General Fixed Assets A summary of changes in general fixed assets follows: Balance at Balance at beginning
end ohear Additions ofvear Construction in progress $12624 Q5Q $254Q 898 $15164951 Note 4. Commitments At September 30. 1996. the Corporation is committed under the following outstanding
construction contracts in the Capital Projects Fund. Phase I construction $ 61.787 Phase II construction 69.117 8 
, \ -"'. CARROLLTON 􀁾􀁾􀀺􀀻􀀩􀀠Pop 40,595 􀁾􀀠/'---' FARMERS BRA.NCIlI 􀁾􀁉􀀠+ PROIPOlJ:o 6O"HrERCEPTOR SEWER...,Jl TRA TRUNK SEWER , PLAZA CT&A ' Consoe.r, Townsend & Assoc. Consulting
Engineers City of farmers Branch Town of Addison TUNNEL INTERCEPTOR SEWER DETAlLI;lD LOCATION MAP 􀀮􀁾􀀺􀀠􀁎􀁏􀀮􀁾􀀠I ! !