IWashington Group International Integrated Engineering. Construction. and Management Solutions--" 􀁾􀁾􀀠BRUCE D. NIPP, P.E. 5220 Spring VaUey Road Director of Transportation SUite 204
Infrastruclure Dallas. TX USA 75254 Phone: (972) 365-1635 Ex!. 20B Fax: (972) 385-1639 Coli: (972) 743·2124 bruce.nipp@y;gintoom Jo611 H. 8agrrml,. RE. Senior Mechanical Engineer Fuel
Systems Specialist 9400 Ward Parkway Kansas ()ty, Missouri 64114 Office: 816 822·3524 Fax: 816 822·3519 Homs: 913829-8124 j/;ognaf@bumsmcd.cam www.bVfflSl1!(d.com 􀁁􀁊􀁾􀁾􀁆􀁾􀀠City
of .Brownwood www.ci.brownwood.tx.U$ mike.wllson57@verizon.net MIKE WILSON Airport Manager Brownwood Regional Airport P.Q. Box 1389 Phone: 􀀨􀀳􀀲􀀵􀀩􀀶􀀴􀀳􀁾􀀱􀀴􀀸􀀲􀀠Hwy183N Home: (325)
64t)..7088 Brownwood,Tc:.:a$ 76804 Fax: (325) 􀀶􀁾􀂷􀀳􀀱􀀶􀀲􀀠􀁾Washington SAMUEL LUNDGREN 7600 E lInionAvonue. Suite WO Project Manager Denver, CO USA 80237 Airport Services P.O. Box
5888 (B0217} Phone: (303) 643·2000 Fax: [303) 843·3133 Diract: (303) 843·3596 Washington Group Inlernatlonal, Inc. Cell: (720) 530-7315 samuel.lundgren@wginLcom. David R. Vall fleet,
RE. Associate Electrical Engineer 9400 Ward Parkway Kansus CIfy, Missouri 64114 Office: 816 822·3367 Fox: 816 822-35/9 Home: 816 650·3613 dvoafleet@bumsmcd.rom www.bumsmaJ.com 
&/.?6r Pt'ioAJe -loA 91:L-o/J-o-z."f 411 Tof!--91)..-1-50-2877 Addt'Jftl Hi (pod tf1;;{ 􀁾􀀱􀀲􀀱􀁧􀁳􀁳􀂭AvDfS4f) 􀀯􀁬􀀱􀁾􀀢􀀭<f7"z -3q;;( -4J'tIJtf:( C!.JTl--3Oj2r 48tr(p '? tz-38:;
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HP LaserJet 3200S8 HP lASERJET 3200 invent JUL-29-2004 12:58PM Fax Call Report Job Date Time Type Identification Duration Pages Result 348 7/29/2004 12:57:35PM Send 913038433133 0:49
3 OK TOWNOP ADDIsoN PUBLIC WORKS Fro.,: Jim 􀁾P.E.T.: $."d=/ArJY"'Vl Asot Pub!;" Wks. Dir. C...pIIllY' t.04 G:b' Y)SJru Phone: !l72/4Sl1·2879 FAX: !l72/450.2837 FAX#, .3og-,w.3-3132
jpi,ru@)daddilo.,t1.,1U Date: ]-?-q-ot-16801 Westgrove P.Q.Bo19010 # .fpages (!.cludlag ,...r),_3_ Addis••, TX 7Sl101·9010 Re: fit! &rf'l Cl Origmltl in :nu!J om OCallme Coml\lUlh"'___-,--,-_-:-_____
____ P'<j 1)...( Boa' I,d= 􀁾􀀮􀁦􀀬􀀮􀀢􀀭􀀬􀀬􀀬􀀬􀀭􀀢___oj :t. /AfrlyJ.-«" 􀁾cJr..,r,,,,!s n..1:
.ttl)A-.l'Lt 􀁾􀁳􀀠􀀮􀁾􀁾􀀠􀁾􀁲􀂥􀁾􀁾􀀠􀁾'.'--v.pl{/􀁉􀁾􀀠􀁔􀁾􀀠􀁐􀁾􀁹􀁾􀀠0" 􀁾􀁾􀀮􀀢􀀠􀀰􀀴􀁗􀁌􀁾􀀠􀁾􀁃􀁕􀀾􀁊􀀭􀁁􀁤􀁾􀀠
Bulk Fuel Storage and Dispensing System, Addison Airport The "Bad Boy" list as of 7-26-04: # Item Action Who 1. Need Airport Reference Point shown on all layout drawings 2. Need Phone
# & Contact with Electrical Utility 3. Add primary power drop into plans 4. Need Contact Info for Phone Co (Intercom & FD) 5. Specs to Furnish & Install canopy/structure 6. Catwalk layout
and spec 7. Elect GatelPin PadlJntercom Spec 8. Water line and tap location 9. Emergency Alarm to FD 10. Storm Sewer tap & elevations 11. Mechanica1lElectrical equipment listing 12.
FAA 7460 write-up & submittal 13. Coordination Letter with FAA ASW 14. Coordination with TXDOT & TRNCC 15. Clean Specifications 16. Secondary Containment section and details 17. Profiles
on drainage and Oil Water Separator 18. Pavement Design & Sections 19. Review Existing USTs/sizeslstatus The Post 95% Design Review list: # Item Action 1. Traffic Control Plan 2. Storm
Sewer Pollution Prevention Plan 3. Legal description of the site with facility map Miguel Miguel Miguel Sam Sam Sam Sam Sam Miguel Sam Miguel JohnB DaveN. DaveN Sam Sam Miguel Miguel
Miguel Sam Who 
GWashington Group International Infrastructure I Airport Services Integrated Engineering, Construction, and Management Solutions 7800 E. Union Avenue. Suite 100 Denver, ColoradO 80237
PHONE: (303) 843-2000IFAX: (303) 843-3133 LETTER OF TRANSMITTAL TO: DATE: JOB NO. Mr. Jim Pierce, P.E. Jul 23, 2004 27514.000 Assistant Director of Public Works Town of Addison 16801
Westgrove Drive ATTENTION: Jim Pierce Addison, TX 75001·9010 RE: 60% Design Submittal Bulk Fuel Storage & Dispensing System WE ARE SENDING YOU X Attached o Under separate cover via'-______
the following items o Shop Drawings X Prints X Documents o Samples X Specifications o Copy of Letter o Change Order 0 Disks o ! : COPIES DATE NO. DESCRIPTION 4 7123104 60% Design Submittal
1 : 7122104 Draft Project Specifications : ! THESE ARE TRANSMITTED as checked below: X For Approval o Approved as Submitted o Resubmit ___ Copies for Approval o For Your Use o Approved
as Noted o Submit ___Copies for Distribution o As Requested o Returned lor Corrections o Return ___Corrected Prints X For Review and Comment 0 For signatures o For Bids Due 0 Prints
Returned Alter Loan To Us Remarks: Jim For your review and comment. I will start on the FAA 7460 and the CATEX concurrence letter to FAA on Monday, so that we will have responses at
the 95% review. Thanks again for your assistance. Copy To: Lisa Pyles, Airport Manager If enclosures are not as noted, kindly notify us at once L:\PROJ DOCS\AdslFuel System Designl1Rk"SMrITAL
7·23.Q4.doc 
5220 Spriny Valley Road, Suite 204 Dallas, TX 75254Washington (972) 385-1635 phone (972) 385-1639 fax letter of transmittal to: City of Addison_ Project no.: 27514.000 Department of
Public Works client project no,: Addison, TX 75001 date: 7/23/04 Attention: Jim Pierce, P.E. Reference: Addison Airport Phone No, (972) 450-2879 Addison Fuel System Prelim D Under separate
cover we are sending you: WenCIOSed via Plan item no. copies Date Description 1 1 7123/03 Full Size Set -Addison Airport Fuel System Preliminary Plans transmitted as noted: x • for approval
X for your use i • as requested for review and comment remarks: no exception taken . make revisions revise and resubmit Call Sam Lundgren (303) 843-3596 or me at (972) 385-1635 x 208
if you have any questions. copies to: FileS/Sam Lundgren transmittal only W:/AirportiAddisoniCorrespondence Bruce D. Nipp Office Manager 
GWashington Group Internatioaal Integrated 􀁅􀁮􀁧􀀯􀁮􀁥􀁥􀁲􀁬􀁾􀀠Construction. and Management Solutions July 23, 2004 MEMORANDUM FOR: Mr. Jim Pierce, P.E., Assistant Public Works Director
Town ofAddison 16801 Westgrove Drive Addison, Texas 75001-9010 FROM: Samuel G. Lundgren, P.E. CO., Project Manager Washington Group International, Inc. 7800 Union Avenue, Suite 100 Denver,
CO 80237 SUBJECT: Updated Construction Estimate for the Bulk Fuel Storage and Dispensing System Mr. Pierce: Please accept this memorandum as an update on the estimated construction cost
for the above listed project. Updated Construction Estimate D..mpHon: Bulk fuel storage and dispensing facility with 8· 25.000 gal borizooflll Jet A.-go tanks, 2-15.000 gal1mrizooflll
Jet A storage tanks, 4-15.000 gol bonmnlal LL A.Gas 'Image tanks and OIl. combo tank with Dicseland MoGas, _ledto 6 dispensing uni10 and oa.tend manifold. Project includes site work,
secondary containment, Qillwater separator. fire protection. QverfIowpmtection. m:atherprotectloo 􀁡􀁭􀁯􀁰􀁹􀁾ekxm:mic controls, meters and alann systems. Fill stands are connected to
the oil/waler sepatator and electric controlled gates provide access: control, Site 􀁷􀁯􀁾Pavement and Utilities $95.000.00 Containment Structure and Pad $72.000.00 7J. ,I Storage Tanks
and Piping (@$2.501gal) S84Q,000.00 7r 2-J'lOJ Ballistics Rated Storage Tanks $136.soo.00 r::::􀁾􀀮􀀠..L r..brie C....pyand 􀁾􀁬􀁲􀁥􀀠Rated structure ($24_001$1) $322,608.00 I-PffYfl..4.(::e..
Control. and Equipment $265.000.00 .f, landscape &. Architectumlllcms $25.000.00 􀁃􀀮􀁮􀁴􀁩􀁮􀀮􀁬􀀡􀀮􀀢􀁮􀁣􀁾􀁹􀀭􀀬􀀭􀀨􀁬􀀢􀀧􀁏􀀥􀀭􀀢􀀧􀀺􀁌􀀩__________________________ _ ____________􀁾􀁾􀀤􀁾􀀱􀀷􀁾􀀵�
�􀂻􀁾􀀱􀀰􀁾􀀮􀀰􀀰􀁾􀁾􀀺􀀺􀀺􀀺􀁾􀀭􀁤􀀠Preliminal")' Cons'medon £sdmate Total $1,931,118.00 􀁾􀀠6tJJ.., :Jot!;" 􀀮􀀡􀁕􀁾􀁓􀁔􀀡􀁊􀁒􀁾􀁯􀁭􀁯􀁭􀀼􀀱􀀡􀁶􀁡􀀡􀀡􀁉􀁌􀀡􀀮􀀢􀀡􀂷􀀱􀀡􀀮􀀡􀀱􀀢􀀡􀀡􀁉􀁾􀁩􀁥􀁤􀀡􀁩􀀡�
�􀁡􀁾􀁴􀁩􀁯􀁮􀁾􀀦􀀬􀀭􀀢􀁥􀀡􀀡􀀱􀁯􀁳􀁵􀁾􀁲􀁥􀂷􀁾_________.....:.______􀁊􀀤􀀳􀀰􀀶􀁾􀁾􀀮􀁳􀁯􀁯􀀡􀁬􀁑􀀺􀀡􀀡􀀮􀀰􀀰􀁌􀀮􀀮􀀮􀀺􀀺􀀺􀀺􀀺􀀽􀀽􀀻􀀭􀀧􀀱􀀠'6 Db, if" 'I-I-AdjustedTOIIII for Ne.. Systemnd
UST Removal $2.238.218.00 --1'/I, 􀀹􀁯􀁾􀀠7 Z.Z• UST .......vala"" engineoriag r...indude plannlag a"" .ppro.....rUST ..........1."".... mitlgalloa plan, laud rarmlng.r mntamlnated soil!
aOO lab iestJog ofsamples. An adjustment was made for the fabric canopy with a 2 hour fire rated structure and for the increased cost ofsteel for the fuel storage tanks. Respectfully
submitted, --------_. ,􀁣􀀲􀁾􀁾􀁾􀀯/Samuel G. Lundgren, P.E. CO. Project Manager Washington Group International, Inc. 
Jim Pierce From: Jim Pierce Sent: Friday, July 02, 20049:06 AM To: 'Samuel Lundgren' Cc: Mark Acevedo; Lisa Pyles (E-mail) Subject: RE: Fuel Farm Design Sam: Looks good. Comments: #3.-How
will the Oil/Water Separator drain into the storm sewer when it just contains clear water? I think it will be too low to drain by gravity and you may need a pump. Slope floors to a low
point. Jim Pierce, P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 -----Original Message----From: Samuel Lundgren [mailto:samuel.lundgren@wgint.com]
Sent: Tuesday, June 29, 2004 5:24 PM To: Jim Pierce Subject: RE: Fuel Farm Design Jim, Happy Wednesday! Just to keep you up to speed, here are my comments to Miguel for the civil drawings.
The large copy of the site plan shows two fire hydrants, one on the north side of Roscoe Turner lane at the entrance and one west of the pavement on the south side of the north driveway
entrance. If there are any more in this area, I did not see them in the site plan information. Anyway, I asked Miguel if he could shove the facility north a few feet and start on the
civil design with the following comments. 61. The secondary containment wall should be 18" high and 8" wide. The 11interior curbs should be high and 6t1 wide. Suggest a 1"=20' scale.
Once you have your containment wall designed! we can show mounting of meters, controls, nozzle connections and hose cradles. The gas/diesel dispense unit is a standard type "gas pump"
2. I will get the location of the horizontal mount stationary tank saddles for your footing design, along with the weigh of the loaded tanks. 3. The Oil/Water separator should be 10,000
gal underground Kleerwater High Efficiency Oil/Water separator, with type I, double wall construction and coated with ACT-IOOU. It should have a high oil level shutoff valve on the inlet
side. The off load and dispense pads should drain directly to the oil/water separator and each interior secondary containment area should have a manually operated normal close valve,
near the edge, that can be opened if anything is in the containment 􀁡􀁲􀁥􀁡􀁾􀀠Since we will get minimum rain into the secondary containment! the controlling factor for size is the
off load stand with the over the road 8,000 gal tanker truck. 4. John and Mel will check on changing the distance between tanks from 5' to 4' even, which will save about 15' on secondary
containment length and move the south end back a little. If you can move the facility about 25 or 30 feet north, assuming the roads still work, it will clear more of the south side for
other development. S. Please make the drive way in! to the electric control fence, 15' wide, and then widen it to 24' along the tanks. Only the section along the tanks should be concrete,
all the rest of the pavements should be Asphalt. 6. On the south side, taper back to 15' and put the electric control gate into the existing fence along Roscoe Turner Lane. I assume
we will show jersey barriers along the road all the way to the gate to control access by over the road road tanker truck. 7. Please make the site plan match the attached conceptual plan,
Alternative 1 
8lne h $0 that from Addison Roadl we have an masonry fencer with outriggers for barbed wire, then a 4' gravel space, then the 241 tanker truck depressed drive wayI then curb and 4' sidewalk,
the secondary containment, another 4' sidewalk and the IS' depressed refueler vehicle drive way. 8. I've asked Mel to rotate the electrical switch pad 90 degrees and place it next to
the bollards so that it is out of the way for the refueler/airport vehicle pumps. 9. We need elevations and profiles of the secondary containment, pavements and oil/water to show drainage.
Using the Kleerwater tank, I need access from the tanker truck side to pump out the oil water separator. 10. I will sketch out what I think would make sense for the fence line and send
it to you as a pdf, so that you can draw or edit as necessary. 11. Please locate the power pole with the transformer so we can coordinate with the electric utility. It appears the drop
to the switch pad will be about 50' Thanks. If you see any errors or problems, please call. Respectfully, Sam -----Original Message----From: Jim Pierce [mailto:jpierce@ci.addison.tx.us]
Sent: Thursday, June 24, 2004 11:34 AM To: Sam Lundgren (E-mail) Cc: Lisa Pyles (E-mail); Mark Acevedo Subject: Fuel Farm Design Sam: The site plan that was submitted with the Engineer's
Report did not have all of our comments incorporated in it. For example, the south end of the road does not have to be 24' wide_ Also, the oil water separator is shown 8,000 gallons
on the site plan and called out 10,000 gal in the report. The location of fire hydrants should be shown. I'm OK with the site plan as long as you include all of our comments. According
to the Flammable and Combustible Liquids Code, the minimum tank spacing should be 1/6 the sum of adjacent tank diameters but not less than 3 feet. Following that, with 10 foot diameter
tanks, we would need 3.33 feet betvleen tank shells, so 4 feet is good. Jim Pierce, 􀁐􀀮􀁅􀁾􀀠Assistant Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 This e-mail
mail and any files or attachments transmitted with it contains Information that is confidential and privileged. This document may contain Protected Health Information (PHI) or other
information that is intended only for the use of the individual(s) and entity(ies) to whom it is addressed. If you are the intended recipient, further disclosures are prohibited without
proper authorization. If you are not the intended recipient, any disclosure, copying! printing, or use of this information is strictly prohibited and possibly a violation of federal
or state law and regulations. If you have received this information in error, please delete it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you. 2 
Jim Pierce From: Samuel Lundgren [samuel.lundgren@Wginlcoml Sent: Tuesday, June 29, 2004 5:24 PM To: Jim Pierce Subject: RE: Fuel Farm Design Fence and road sketch.pdf Jim, Happy Wednesday!
Just to keep you up to speed, here are my comments to Miguel for the civil drawings. The large copy of the site plan shows two fire hydrants, one on the north side of Roscoe Turner lane
at the entrance and one west of the pavement on the south side of the north driveway entrance. If there are any more in this area, I did not see them in the site plan information. Anyway,
I asked Miguel if he could shove the facility north a few feet and start on the civil design with the following comments. 1. The secondary containment wall should be 18" high and 8"
wide. The interior curbs should be 6" high and 6" wide. Suggest a 1"=20' scale. Once you have your containment wall designed, we can show mounting of meters, controls, nozzle connections
and hose cradles. The gas/diesel dispense unit is a standard type "gas pump" 2. I will get the location of the horizontal mount stationary tank saddles for your footing design, along
with the weigh of the loaded tanks. 3. The Oil/Water separator should be 10,000 gal underground Kleerwater High Efficiency Oil/Water separator, with type I, double wall construction
and coated with ACT-100U. It should have a high oil level shutoff valve on the inlet side. The off load and dispense pads should drain directly to the oil/water separator and each interior
secondary containment area should have a manually operated normal close valve, near the edge, that can be opened if fRythinq is in the containment area. Since we will get minimum rain
into • e secondary containment, the controlling factor for size is the off load stand with the over the road 8,000 gal tanker truck. 4. John and Mel will check on changing the distance
between tanks from 5' to 4' even, which will save about 15' on secondary containment length and move the south end back a little. If you can move the 􀁦􀁡􀁣􀁩􀁬􀁩􀁴􀁾􀀠about 25 or 30
feet north, assuming the roads still work, it will clear more of the south side for other development. 5. Please make the drive way in, to the electric control fence, 15' wide, and then
widen it to 24' along the tanks. Only the section along the tanks should be concrete, all the rest of the pavements should be Asphalt. 6. On the south side, taper back to 15' and put
the electric control gate into the existing fence along Roscoe Turner Lane. I assume we will show jersey barriers along the road all the way to the gate to control access by OVer the
road tanker truck. 7. Please make the site plan match the attached conceptual plan, Alternative 8 t"e" so that from Addison Road, we have an masonry fence, with outriggers for barbed
wire, then a 4' gravel space, then the 24' tanker truck depressed drive way, then curb and 41 sidewalk, the secondary containment, another 4' sidewalk and the 15' depressed refueler
vehicle drive way. S. I've asked Mel to rotate the electrical switch pad 90 degrees and place it next to the bollards so that it is out of the way for the refueler/airport vehicle pumps.
9. We need elevations and profiles of the secondary containment, pavements and oil/water to show drainage. Using the Kleerwater tank, I need aCCeSS from the tanker truck side to pump
out the oil water separator. 10. I will sketch out what I think would make sense for the fence line and send it to you as a pdf, so that you can draw or edit as necessary. 11. Please
locate the power pole with the transformer so we can coordinate with the electric utility. It appears the drop to the switch pad will be 1 
about 50' Thanks. If you see any errors or problems, please call. Respectfully, Sam -----Original Message----From: Jim Pierce [mailto:jpierce@ci.addison.tx.us] Sent: Thursday, June 24,
2004 11:34 AM TO: Sam Lundgren (E-mail) Cc: Lisa Pyles (E-mail); Mark Acevedo Subject: Fuel Farm Design Sam: The site plan that was submitted with the Engineer's Report did not have
all of our comments incorporated in it. For example, the south end of the road does not have to be 24' wide. Also, the oil water separator is shown 8,000 gallons on the site plan and
called out 10,000 gal in the report. The location of fire hydrants should be shown. I'm OK with the site plan as long as you include all of our comments. According to the Flammable and
Combustible Liquids Code, the minimum tank spacing should be 1/6 the sum of adjacent tank diameters but not less than 3 feet. Following that, with 10 foot diameter tanks, we would need
3.33 feet between tank shells, so 4 feet is good. Jim Pierce1 P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 This e-mail and any files or attacbments
transmitted with it contains Information that is confidential and privileged. This document may contain Protected Health Information (PHI) or other information that is intended only
for the use of the individual(s) and entity(ies) to whom it is addressed. If you are the intended recipient, further disclosures are prohibited without proper authorization. If you are
not the intended recipient, any disclosure, copying, printing, or use of this information is strictly prohibited and possibly a violation of federal or state law and regulations. If
you have received this information in error, please delete it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you. 2 
Jim Pierce From: Samuel Lundgren Isamuel.lundgren@wginlcomJ Sent: Wednesday. June 16. 2004 4:33 PM To: Jim Pierce Cc: Lisa Pyles; Neil Rood; Mark Acevedo Subject: RE: Fuel Farm Design
Jim, Happy Wednesday! Just to make sure we are good on the site plan, please verify that the site plan submitted with the Engineers' Report is acceptable and approved. Also, could you
verify with the Fire Department that our current plan showing 4 feet between tanks is OK, including the tanks with the intermediate dike wall. They could ask for 5 feet from the intermediate
wall, which would substantially lengthen our facility. I don't believe this would add anything for safety purposes, just make the secondary containment and canopy much largera If the
site is acceptable and approved, I should have 50% design documents ready in about two weeks, pending on the additional information on the fabric canopy. Thanks, Samuel Lundgren, P.E.
Program Manager Washington Group International, Inc. 7800 E. Union Avenue, Suite 100 Denver, CO 80237 Phone (303) 843-3596, Fax (303) 843-3133, Cell (720) 530-7315 -----Original Message----From:
Jim Pierce [mailto:jpierce@ci.addison.tx.us] Sent: Wednesday, June 16, 2004 7:32 AM To: Sam Lundgren (E-mail) Subject: FW: Fuel Farm Design FYI Jim Pierce, P.E. Assistant Public Works
Director P.o. Box 9010 Addison, TX 75001-9010 972-450-2879 > -----Origina1 Message----> From: Mark Acevedo > Sent: Tuesday, June 15, 2004 11:34 AM > To: Jim Pierce; 'Lisa Pyles (E-mail)'
> Subject: RE: Fuel Farm Design > > Mr. Stern will be in. > > Mark > > Mark Acevedo > Director of General Services > 972-450-2848 Office 1 
I'lAMMAilLE ANI) COMBUSTllll.E LIQUIDS COilE Tobie 4.3.2.l.5 Class llIB Liquids 􀀴􀀮􀀳􀀮􀀲􀁾􀀲􀀮􀀲􀀠A «mk sloring unstable liquid shan be separated from any oun,"{" lank com,tining either.m
unstable liquid or a Class 1.11f Of JUliquid by a distance not less Ihan one-half tilt: sum of their diameters.. Minimum Disllmcc (ft) From Property From Nearat Side Line !hat Is or
Con ofAny Public Way Be Built Upon. or from Ncarcsl Including the Important Tonk Opposite Side or. Buildingon the CoP"city (gal) PubUeWay Some Property 12.000 or less 5 5 12.001 to 30,000
10 5 30,001 to 50,000 10 JO 50,00 I to 100,000 15 10 100,00 l or mort: 15 15 XOIe: "'01' Sf uuits. 1 [l'" 0'.3 m; 1 god::::: 3.8 L 􀀴􀀮􀀳􀀮􀀲􀀮􀀱􀁾􀀶􀀠Where 1,,'0 lank propel1ies of
dh'cn:;e ownership howe fl (:ommon boundary. the authority having jurisdiction j).hal1 be permitted, , ....th the written consent of the O\\'llers of t.he two properties, LO SllbsliUJ1c
the distances prO\idcd in 4.3.2.2 for the minimum disl3ncc.s sct forth ill 4.3.2.1. '1.3.2.1.7 1.3.2.1.7 Where end failure ora horizonwl presslII'c tank or \'essel Ciln expose properly.
the tank or vessel shall be placed with its longitudinal axis parnlleilO the nearest 􀁩􀁭􀁾􀀠p011.anl exposure. 􀀴􀀮􀀳􀀮􀁾􀀮􀁾􀀠Sbell..o-Sh.U Spacing B._en Any Two Adjacent Aboveground
Tanks. 4.3.2.2.1 Tnu"''''ringOassl,a...U, orOassill ••ableliquids shall be separ.led by thedis .. ,n.".gi,'Cn in Table 4.3.2.2.1. HXt:It/Nioll No. I: 1anksJ/On'n;cntdejJdroleum. ",al
itmJe illdividua/capacilits nO/exam;l1g 480)1t (126,000 gal or ]()()() bbI) ami thai tift IDcaied aI ptvdfutioJI!m:ililies in uoluletltocnliolls do llalllud to fM lejJfJmlc(} bJ 1Horc
tJum 0.9111 (1fl). f)tccpJiulI No.2: 'IiI1Iru used ollly/or J/oringC/cm 11J1J liquids need uot 􀁾sit/l6mlell bj mcm IImlf 0.9 III (JflJ pruvitled IIrcyarr.lIot tuitllin Ihe same diked
lIml flS) or flji/hillibe dmiJlQU Pt'ltll of, a (tW't 5lonlli{ a CltUI lor Clan Illiquid. Table 􀀴􀀮􀀳􀀮􀁾􀀮􀀲􀀮􀀱􀀠Minimum Tonk Spacing (Sbelko-Shen) Tank Dirmictcr Flo.ting Roof Tanks
f\1I1anks 1I1anks nQt O\'1:r 45 m (150 ft) in % XSUUl ofadjacem (ank diameter diametcJ5 but not less 􀁴􀁨􀁡􀁾􀀠0.9 m (3 rt) Tanks larger than 45 m (150 ft) in 􀁤􀁩􀁡􀁭􀁣􀁴􀁥􀁲􀁾􀀠tfremote
impounding is provided in acconhmcc with 4.3.2.3.1 If diking 􀁩􀁾􀀠provided in accordance with '1.3.2.3.2 K. x sum ofadjacent lOmk diamelers ¥.t x sum ofadjOlccnt lank diameters 4.3.2.2.3
\Vhc;:rc IaIlks arc in a diked area contlinillg Qass I or anss II liquidsorin the drainage path ofOasslor Classllliquids and arc compactt.:d in Uir'Cc or more row'S orin an irregular
􀁰􀁡􀁬􀁾􀀠tem. 􀁧􀁲􀁥􀁡􀁬􀁴􀀮􀁾􀀠spacing or other mcalts shan be penniued to be required bytheatJlhority havingjurisdiction tonlakc tanks in Ule interiorofthe pattern accessible for
fire-fighting purposes. 4.!.2.2.4 The minimum horizontal separnlion between an 􀁌􀁐􀁾􀁇􀁡􀁳􀀠container and a Class I, Class Il. or Class IliA liqnid storage tank shall be 6 m (20 ft).
SuitaWc mensures shall be taken to prc\lcm the accumulation of Class I, Cla'U. 11, or Ch1S5l1lA liquidS under adjacent LP..Gas cotUainers such as by dikes. diversion curbs. or gmding.
Where OnmmabJe or combustible liquid storage tanks are within a diked area, the LI'·Gas containcrs shall be outside the diked area and at least 3 m (10 n) away from lhc centerline uflhe
",all of the dil:.cd area. 8:repliDn No. I: Ifa Imtk slorltlg fI. Class /, Class 1/, or Glass 11M liquid DfJem.les at /ITnSIHl'.S t!XCettlillg a gauge Im:ssurt of 17 kPa (25 fJsig} or􀁩􀁾􀀠tquipped
rollll emergency reliefventing Ibal (viii permit 1'-"lES 10 =mi.gallge P""'''''' ofJ7 Id'a (2.5 psig), ilJlutU be"pa.mlttlfrom all IP-Ctu cofllainwUy Ilu!disla1iU' gWnl ill 4.3.2.2.1.
&teption No. 2: TIle reqru'rr.mcUis of4.1.2,2,4slrall tl0t (IPPIy where 􀁌􀁐􀁾􀁇􀁮􀀮􀁳􀀠amlfl.iklC13 0/475 L (125 gal) or less caprtcilJ' are jusialled adjat:tllt tofile! oil ntpplJ
Inuhs 0/2'00 l..(660 gal }or less capaafy_ 4.3.2.3 Control of Spills rlUmAbovcgnJlwd 'lllnks. E,'CI)' lank th,u contains a Class I, Class n. orClass lllAIiCJuid shaH be pto\ridt.-d with
UK..<U'15 to pm'ent an accidental 􀁾ofliquid from cticlangeringimporcmt fadlities "nd􀀢􀀬􀁾􀁯􀁩􀁮􀁩􀁮􀁧􀁰􀁲􀁯􀁰􀁥􀁮􀁹or from reaching \\".Ucn'i<l}'S. Such means sllall meet the requircrnClUS
or 4.3.2.3.1. 4.3.2.3.2,. or4.3.2.3.3, wbichL'\'CJ' is applicable. 4.3.2.3.1 Remote Impounding. Where control ofspillage is by means ofdrninab"C to a. femote impounding area, so that
impoundt.'<l liquid will llot be hckJ against tank. .., such S)1ilCrnS shan comply with the following: (I)· Aslopeofnotlc.ss than 1 percentaway froltl the tankshaU he provided for at
lc..-asl 15 m (50 ft) lOl'i'ard the 􀁩􀁭􀁰􀁯􀁵􀁮􀁤􀁾􀀠ingarcCl. /"""I!,.0r Horizontal Tanks Class I or II Liquids '\ , 􀁾 x sum ofacljacem lank diameters btU not lcs... than O.9m (Sft),-----.//V-i
x snm ofadjacent mnk diameters 􀁾 )( stirn ofadpccut lank diameters C/ass llIA Liquids 􀁾 x sum ofitdjaccnt lank diamcters but not less than 0.9 m (3 rt) !A'l x sum ofacyacem ;";101;.
diametcJ5 v., x sum of3(ljaCc[n lank diameters 
"\VasbilCtOn Group International Integrate<! Engineering, Construction, and Management Solutions June 8,2004 MEMORANDUM FOR: Mr. Jim Pierce, P.E., Assistant Public Works Director Town
ofAddison 16801 Westgrove Drive Addison, Texas 75001-9010 FROM: Samuel G. Lundgren, P.E. CO., Project Manager Washington Group International, Inc. 7800 Union Avenue, Suite 100 Denver,
CO 80237 SUBJECT: Response to Addison Fire Department Memo on Airport Fuel Fann, Preliminary Design Review, dated May 27,2004 Mr. Pierce: This correspondence is in response to the numbered
comments from Deputy Fire Chief Gordon Robbins on the above listed Memorandum. Comment 1: Automatic alarm anq push button direct calls from this facility will go to the Addison Police
Department Dispatch Center, at 4799 Airport Parkway. r.t.... , iLt Comment 2: flU 5 As a clarification, the canopy design will be based on a 2-hour fire rating as defined by *" Underwriters
Laboratories (UL) and recognized by the Metal Building Manufactures Association, Factory Mutual and the Steel Joist institute. To my knowledge, this is the industry standard for this
type ofbuilding and will provide the level ofprotection desired by the Fire Department. Comment 3: The bulk fuel storage tanks indicated are UL 2085 "Fireguard Protected" aboveground
horizontal fuel storage tanks, as listed on the provided equipment cut sheet. Comment 4: Attachment #7, Preliminary Code Analysis, Draft Issue A, was written by Joe Galaska, P.E. and
Frank: Tagge, P.E., Fire Protection Engineers for Washington Group International, as a review of applicable and controlling codes for this project, including fire protection. 1. As stated
in the analysis, Chapter 22 ofthe International Fire Code does apply to this installation as long as the motor fuels dispensing system is included in the facility. 2. Sections 220 I
through 2206 are applicable as long as the motor fuels dispensing system is included in the facility. 3. The reference is to the applicable hrtemational Fire Code for "aviation bulk
fuel storage tanks delivering fuel to an airport refueling vehicles, which then provides fuel to the aircraft" as Chapter 11, not Chapter 22, which is for "fuel dispensed in the fuel
tanks ofmotor vehicles." 
Items 4-6 are not code specific but are considerations for the selected site and jurisdiction agency. Other Comments: a) Appropriate setbacks and clear zones are observed;,aBd the area
is!. H6t /knsely c::::papufateQ. Reasonable and cost effective mitigation bas been employed to increase safety and security. b) Safeguards and the ability to quickly and safely respond
to any fire would prevent a catastrophic event. c) The Addison Fire Department and the Fire Chief are part ofthe design team for this facility. Risk analysis and risk reduction commensurate
with system economics and operations for this facility is appropriate considerations in the design process. As with any design there will be trade offs to reach a system that is most
mutually acceptable. d) Appropriate setbacks and clear zones are observe<\Jmd the lifea t!l nut dettsElt, J!lGpd ted. Reasonable and cost effective mitigation bas been employed to increase
safety and security. e) Two hour fire rated tanks and canopy are reasonable mitigation methods f) No comment g) No comment h) We are designing and proposing to construct the most appropriate
system for the selected location that is both economically reasonable and provides the appropriate level of safety and security. Respectfully submitted, Samuel G. Lundgren, P.E. CO.
Project Manager Washington Group International, Inc. 
Memorandum To: Noel Padden, Fire Chief From: Gordon Robbins, Deputy Fire Chief Date: Thursday, May 27,2004 Re: Airport Fuel Farm» Preliminary Design Review I've had an opportunity to
look over the Preliminary Concept Design submittal for the Airport Fuel Pann. This memo details my comments on the submittal and attempts to resolve the ongoing confusion surrounding
the fire protection requirements. Comment 1: Near the bottom third of page 2 is a statement indicating that any alarms or emergency calls originating at the fuel furrn will be transmitted
to the Fire Department at 479& Airport Parkway. This should be cbanged to have the calls submitted to the Dispatch center at the Police Department -4799 Airport Parkway. Comment 2: Several
options are shown for a canopy over the tanks. I consulted with Chiefs Hall and Kellen on this and it is our opinion that none of the designs will allow us to fight a tank or containment
pool fire in the manner preferred (i.e. apply foam to the tanks from as safe a distance as possible). However, the specs for the canopy indicate it would have a one-hour fire resistance
rating. I'd like to see information verifying that means a onehour exposure to a fuel fire (jet fuel free bums at appro". 1500°F) and not a standard one-hour slructurnl fire test. Ifwe
can rely on the eanopy to remain stable, and the proper tanks are installed it might be possible for U8 to safely get eloser to the tanks and attack a fuel fire using different methods.
In this case, alternatives C and E would appear to work best, although I'll reiterate that the safcst and most effective design for firefighting would have no canopy over the tanks.
Comment 3: In more than one part ofthe submittal there is reference to "ballistie" or "ballistie rated" tanks. It appears there is some misunderstanding as to the terminology. The type
of tanks discussed for this facility are those eompliant with Underwriter's Laboratory Standard 2085 -commonly referred to in the indUStry as "Proteeted ranks". UL-2085 tanks are, in
fact, resistant to ballistic impact, but that is only one of their many charaeteristics. The use of the tenn I'ballistie" on its own is technically incorreet and should be changed to
􀁕􀁐􀁲􀁯􀁴􀁥􀁣􀁴􀁥􀁤􀀧􀁾􀀠or "UL-2085" where appropriate in future submittals. Comment 4: In the "Preliminary Code Analysis" section of the submittal, Mr. Lundgren makes severnl statements
that should be clarified: I. "Chapter 22 of the International Fire Code does not apply to this installation." 2. "Seetions 2201 through 2206 ofChapter 22 are applicable to this project."
3. "Tanks used to deliver aircraft fuels are not fuel tanks." 4. "Fire detection and suppression is not required, .. for this installation. However there are ex.tensive requirements
within the !FC that pertain to this installation that have not been reviewed in any detail due to limited time." 
May 28, 2004 5. "Cursory review ... indicates 􀀲􀁾􀁨􀁯􀁵􀁲􀀠fire rated storage tanks are not required and may be an area of cost savings." 6. "The opportunity for cost savings by eliminating
non-required fll'e protection features or the identification of the minimal set of fire protection requirements would be beneficial to the project.H These statements seem to indicate
there is still some confusion surrounding fire protection for the project. By his own admission (item 4) Mr. Lundgren hasn't had time to review the Fire Code in any detail, nonetheless
he reaches the conclusion that fire protection is not needed at aU; and that cutting costs by minimizing safety considerations would be "beneficial" (items 5 & 6). Perhaps this is true
from a short-term financial perspective. However, Addison must live with the tanks and their potential bazards for many years to come and we should evaluate the design from tbat perspective.
In a further attempt to reduce confusion, I list below the point-by-point chain of reasoning that I've put forth since my first meeting on this project in September 2003: a) Placing
over 300,000 gallons of fuel aboveground in a densely populated are. is an inherently risky thing to do. b) If it must be done, it is to the benefit of everyone that it be designed with
as much regsrd for safety as possible. The results of a fire at this facility would be nothing short ofcatastrophic. (B.L.E. V.E .) c) The proposed fuel farm meets the definition of
a bulk transfer fucility and therefore comes under IFC Section 3404, whieh does not call for fire rated tanks. But, in that section, paragraph 3404.2.9.1.1 states: "When required by
the fire code official, foam fire protection shall be provided for aboveground tanks ... used for the storage ofClass I or II liquids. d) If this bulk transfer facility were in a lightly
populated industrial area, as most are, [ would not require foam fire proteetion, but because it sits on an aetive airport in the middle of Town, right next to a major street and mere
yards away from an apartment complex, a special event park and the location of a proposed aviation museum, there is simply no way that I, as the eode official. eould approve it without
fire protection. How eould I ever explain that decision to a jury? e) A foam fire system for a facility this large would be very costly and would probably make the project eeonomically
unfeasible. So, is there any other way to achieve an appropriate level ofsafety? t) It appears so. Chapter 22 (Motor Fuel Dispensing Facilities and Repair Garages) allows aboveground
fuel storage tanks if they are "Protected" (i.e. UL-2085 compliant). Gas stations are often located in busy public areas, so it stands to reason that UL-2085 tanks would be aeceptable
under the Code in a location like the proposed fuel farm. Yes, they cost more than unprotected tanks, but are mueh less expensive than a foam system. g) UL·2085 tanks have the added
benefits of being double walled, vehiele impact resistant, thermal shock 􀁲􀁥􀁳􀁩􀁳􀁴􀁡􀁮􀁾􀀠ballistic resistant and electrically grounded against lighting strikes. Plus, their added
structural streng!b makes them more likely to survive if the airport gets hit by a tornado. Point (t), then, is how Chapter 22 and the "protected" tanks entered the conversation and
apparently caused some confusion. Contrary to some suggestions, I was not recommending we buy a Cadillac (protected tank) when a Chevy (unprotected tank) would do. Rather, I was trying
to save us from having to buy. Ferrari (foam system). As with any large projeet oflhis type, it is difficult to find an appropriate balance between costs and safely. believe that we
can find that balance, however, and I look forward to reviewing future submittals as this project progresses. Ifyou have any questions, please contaet me. Page 2 of2 2 
Page 1 ofl Jim Pierce From: Pyles, Lisa [Lisa.Pyles@Wgint.comj Sent: Monday, May 24, 2004 8:46 AM To: Jim Pierce: Lundgren, Samuel: Mark Acevedo Subject: Fuel Farm report The airport
staff has no comments on the fuel farm report. Lisa A. Pyles AAE. Addison AiJport Director 9723924855 5/24/2004 
GWashington Group International Infrastructure I Airport Services Integrated Engineering, Construction, and Management Solutlons 7800 E. Union Avenue, Suite 100 Denver, Colorado 80237
PHONE: (303) 􀀸􀀴􀀳􀀭􀀲􀀰􀀰􀀰􀀯􀁆􀁁􀁸􀀧􀁾􀀳􀀱􀀻􀀠􀁾􀀱􀀯􀁯􀁾􀀠LETIER OFTRANSMITIAL I' [TO: I DATE: JOB NO.I􀁾􀁲􀀮􀀠Jim Pierce, P.E. ---7' ! Mar 14, 2004 ! i 27514.000(: Assistant Director
of Public Works ATTENTION:! Town of Addison • Jim Pierce 16801 Westgrove Drive Addison, TX 75001·9010 RE: Preliminary Design & Engineer's Report Bulk Fuel Storage & Dispensing System
WE ARE SENDING YOU X Attached o Under separate cover via _______ the following items o Shop Drawings X Prints X Documents o Samples o Specifications o Copy of Letter o Change Order 0
Disks o COPIES DATE NO. DESCRIPTION 4 5/12104 Preliminary Concept Design & Engineer's Report 4 5112104 Preliminary Site Plan • I • ! • ! THESE ARE TRANSMITTED as checked below: X For
Approval o Approved as Submitted o Resubmit ___ Copies for Approval o For Your Use o Approved as Noted Noted o Submit ___ Copies for Distribution o As Requested o Returned for Corrections
o Return ___Corrected Prints o For Review and Comment 0 For signatures o For Bids Due 0 Prints Returned After Loan To Us Remarks: Jim For your review and final facility site approval.
Copy To: If enclosures are not as noted. kindly notlfy us at once L:\PROJ DOCS\Ads\Fuel System Design\TRANSMIITAL 􀀵􀁾􀀱􀀲􀀠doc 
{Itt..I JIM PIERCE, P.E. Assistant Public Works Director (912) 450·2879 (972) 450-2837 FAX jpierce@ci.addison.tx.us Town ofAddison 16801 Westgr<>ve Dr. P.O. Box 9010, Addison, Texas
75001-9010 S-Icf-0YYoJ-􀁾􀁾􀀠􀁾􀀭􀁴􀁤􀀭􀁾􀁾􀁾􀀠tl<J 􀁾""<7 
) I 
_((P(CAL 7A-Iff</@()(PH&[{ARRANGFJ1t&-r1 1 
VAPOR PROOF' FLOJAECENT LJQ-ITINGY/lPr:JR. PRCla'" FtOURECENT UGHTING STRE"JaiED FABRIC CNlOPY AIRPORT REFUELER SIDE 􀁾􀀠,. VAPOR PACla'" flOURECENT UGHTlNG TANKER TRUCK SIDE .....FOlD
t ALTERNATIVE "A" SCA1.E> 1/"•• '.-a" • /S1RE1CHEl) • ....,c /STRETtHED ,_cCANOPY 􀁃􀁁􀁔􀁾􀀠CANOPYr ----,. ..... I n I In 􀁉􀁾􀀭'(_011..􀁾􀀠,p =t "". r J\. A -I !::!:l , ---1.,.....•
...... I n In ... 􀀧􀁾􀀭􀁾tOlL.\ '" "". 11. ....... A A !J !J !J -..... In rc ,_OIL. "". A ..... In,v "". --14·..... ...... I n,v I n I _011..\"".(_OIL. -I --! f:'7 ..... ----..... .....
nl nl r1 I 􀁶􀀬􀁟􀀬􀁾􀀠v J1/_)_OIL.\:....... "". "". \-, ----14'." 14'ooC' ..... ,r nl n I nl I r1 I'-, _)v 􀀭􀁾􀁾􀁾􀀭􀁾􀁾􀀠.... "". )-II.""" "". 11. ....... \-.\.. )""A' \-. A C i-£--roo!:.
􀁾􀀠EAST SECTION VlEW SCALE: 1/8--,'-0" V/ttPM PROOF' FLOUAECENT UGHTlNG AIRPORT REFUELER SIDE TANKER TRUCK SIDE 􀁉􀁲􀀧􀁉􀁎􀀭􀁉􀀬􀁾􀀢􀀠.....!FOlD ALTERNATIVE"U' SCA1.E: 1/8-_ 1'-0" I
I D'lE: APRIL 211. 2004 SHEET , aF 
ADDISON AIRPORT FUEL SYSTEM ISSUES FOR DISCUSSION 1. Individual setup for tanks and piping. 2. One hose each end per tank. 3. Self-priming centrifugal pumps 4. Tank Gauging Veeder-Root
5. Loading meters: Smith, Brodie or LC Ticket printers? Temperature compensation? 6. Recommend Scully overfill and grounding protection 7. LoadlUnload Identification and Security Keypad,
Card Readers, Keylock 8. Diesel dispensing location and type Mogas? Potential combined tank? 9. Sump separators 10. Waste fuel/water 11. Unloading meters required? Unloading supervised?
12. Number of simultaneous truck operations -LoadinglUnloading 13. One electrical enclosure for PLC, Veeder-Root panel, switchgear 14. EFSO to kill pumps and alann IS. 16. 17. 18. 
-----------------------, , --_. 􀁌􀁾􀀭􀀱􀀮􀀲􀁲􀀩􀀳􀁢􀀠--:; ::1 0 '1,31(;,-..... i ..... 􀀩􀁾􀀠'-::. 􀁾􀁯􀀱􀀭􀁾􀁾􀁢tl,'X__ 1;)3 _......_-----... -..... 􀁻􀁾􀁾􀁊􀁩􀁦􀁧􀁾􀀢􀁌􀀷􀁨􀁲􀁙􀀴􀁴􀁊􀀻􀀭􀁾􀀠7-___M
___M I 􀀭􀀭􀁾􀀠1 __n __􀀱􀁾􀀠􀁨􀁾􀁾􀀠.. I􀁾􀁾􀁦􀀭􀁴􀀮􀁬􀀠􀁾􀁾􀀠---..-.------_..-------_.....J-m-....... 􀁾􀀭􀁭􀀭........ 􀁾!\o{ 􀁄􀁾􀀠􀁾􀁾􀀠.. ....-fAul t;J/, \ 0 r; -􀀭􀁴􀁾p 􀁁􀂥􀁾􀁾􀁾􀁬􀀱􀁁􀀭kV
􀁦􀁾􀀠-_......-----........ 􀁉􀁒􀀺􀀬􀂷􀂷􀁾.. 􀀷􀀭􀀭􀁾􀀠k ...􀁾􀀠12f:; kft--L 􀁾􀀭I\-....._-----_..-_._....... _---------_..-----I _ ........ _ ..... ! 1.-1--5 􀁾----f 1-\5 􀁾􀁾􀀮􀀺􀀮􀀣􀀭􀁾􀀠--_......
._---_......-􀁾􀀭􀀭􀀭􀀭􀀭..... 􀁬􀁖􀁍􀀭􀁐􀁾-1-\ 'ti k 3J: V\ 􀁫􀀮􀀵􀁟􀁾􀀮􀁟􀀮􀀠------_......----. ---..... 􀀬􀁾􀁷􀀺􀀠􀁾􀀭􀁾􀁾􀁾􀁲􀁱􀁬􀁊􀁜􀁜􀁾􀁉􀁾􀁟􀁭􀁾􀀠􀁾􀀨􀁉􀀭􀁥􀁦....-'-_......----_......--_......
---I __M __M __M ___M m_••••••••_ _ . ... • ---.. -
7'. otf. Organization or I . . IComoany Name & Titlell-unction Phone t:mail: Office, Home ADS Bulk Fuel System Design Personnel Contact List Washington Sam Lundgren W: 303-843-3596 Group
Int. Project Manager Cell: 720-530-7315 samuel.lundgren@wgint.com H: 303-979-1575 Washington Neil Rood, Manager W: 303-843-3514 Group In!. Airport Services Cell: 303-809-6752 neil.rood@wgint.com
Washington Steve Van Winkle, W: 303-843-2511 IGroup In!. Lead Architect Cell: 303-475-9424 steve. van.winkle@wgin!.com Washington Ken Castellano W:303-843-3177 Group In!. AutoCAD Mgr
C: ken.castellano@Wgin!.com Bums & Ted Born, Av Fuels W: 816-822-4236 McDonnell Mana!lin!l Director Cell: 816-225-6874 tbom@bumsmcd.com Bums & John Bagnall, Senior W:816-822-3524 McDonnell
Mech En!lineer Cell: 􀀸􀀱􀀶􀀭􀀲􀀶􀀰􀁾􀀲􀀰􀀴􀀠jbagnal@bumsmcd.com Bums & Dave Van Fleet W: 816-822-33f:ll McDonnell Asso Electrical En!lr Cell: 􀀸􀀱􀀶􀀭􀀵􀁾􀀠anfleet@bumsmcd.com Bums
& Mel Sehrt W: 816-822-3058 McDonnell Proiect Manager Cell: 816-679-6270 msehrt@bumsmcd.com Washington Bruce Nipp, Office W: (972) 385-1635 Ext 208 bruce.nipp@wgint.comGroup Int. Manager,
Dallas Cell: (972) 743-2124 Washington Miguel Otero-W: 9n--3ll5-1635 Ext 205 miguel.otero@Wgint.comGroup Int. Jimenez, Civil Engr Cell: 214-536-4717 Washington Ron Bowlin W: 281-529·2704
Grouo Int. Environmental Enar Cell: 832-465-5996 ron.bowlin@wgint.com ECS, Ltd. Chris Eddy, W 972-392-3222 ceddy@ecslimited.comGeotechnical En!lr Cell: 972-741-9761 DAL-TECH Alan Moore,
RPLS W: 972-250-2727 Enaineerin!l. Cell: 􀀲􀀱􀀴􀀭􀀸􀀵􀁾􀀱􀀷􀀠alan@dal-tech.com Washington D.U. Kini. W: 303-843-3329 IGrouo Int. Contracts Mgr Cell: 􀀳􀀰􀀳􀀭􀀸􀀱􀁾􀀱􀀲􀀳􀀠d.kini@wgint.com
Addison Airport Usa Pyles, Airport W: 972·392-4855 Director Cell: 214-683-9814 lisa.pyles@wgint.com Mark Acevedo, W: 972-450-2848 Town of Addison Facilities & Fleet Cell: macevedo@ci.addison.tx.us
Administrator Town of Addison Jim Pierce, P.E. W: 972-450-2879 Assistant Public Works Cell: jpierce@ci.addison.tx.us Director Town of Addison Gordon Robbins W: 972-972-450-7220 Deoutv
Fire Chef Cell: grobbins@ci.addison.tx.us Million Air Jack Hopkins W: 972-248-1600 jhopkins@millionairdallas.com ManaGer Cell: Mercury Bob Wemersbach W: 972-735-7905 bwemersbach@MercuryAir.com
ManaGer Cell: Cherry Air Kenny Donaldson W: 972-248-1707 kenny@cherryair.comManaGer Cell: Addison Express Kevin Lacey W: 972-713-7707 av8nkev@airmail.netManager Cell: BASSCD Phil Brooks
W: 214-352-4432 VP Cell: 214-906-2373 alliedoilpb@sbcglobal.net 
JIMPIERCE, P.E. Assistant Public Works Director (971) 450-2879 (972) 450-2837 FAX jpierce@claddison.tx.us Town ofAddison 16801 Westgrove Dr. P.O. Box 9010, Addison, Texas 75001-9010
"3_L.f&,-OY 􀁾􀂭􀁣􀁊􀀲􀁥􀀭􀁵􀀴􀀭􀁾􀀠􀁹􀁾􀀠tL 􀁾􀁾􀁡􀀮􀁬􀁮􀁮􀁶􀁦􀂭-H.-gu.r15 'fi...-􀁾.s.. ft· 􀁾􀁾􀁾􀁾􀀠JrA4 t th--􀁾􀁾􀀠
Jim Pierce From: Gordon Robbins Sent: Friday, March 26, 2004 9:52 AM To: Mark Acevedo Cc: Jim Pierce; Noel Padden; Mark Metdker Subject: RE: Bulk Fuel Storage and Dispensing Facility
Site Plan Mark: I've reviewed the material from Mr. Lundgren and find that, unfortunately, the tanks he refers to are not acceptable for this application. As I mentioned in my email
of 9-032003, tanks selected for this application must be compliant with U.L. Standard 2085 (i.e. classified as a "protected" tank). The tanks specified in Mr. Lundgren's attachment appear
to be compliant only with U.L. Standard 2080 and are therefore classified as "fire resistantff tanks. In short, while the specified tanks are double walled and do have a limited fire
resistance rating, they are not resistant to vehicular impact, projectile (ballistic) penetration or fire hose stream effects. Additionally their heat transfer rate makes them undesirable
for the type of firefighting operations we would have to conduct at the fuel far)!!. The extra protection is necessary in this case due to the tanks' proximity to a major roadway, large
multi-family housing developmentl municipal special event area, proposed aviation museum and the operations of the airport itself. I appreCiate the opportunity to review this information
and will be pleased to answer any questions you may have. Gordon C. Robbins Deputy Fire Chief Addison TX Fire Dept. 972-450-7220 -----Original Message----From: Mark Acevedo Sent: Thursday,
March 25, 2004 10:32 AM To: Gordon Robbins Cc: Noel Padden Subject: FW: Bulk Fuel Storage and Dispensing Facility Site Plan Gordonl This arrived yesterday. I believe we are planning
to meet with Sam Lundgren on April 13 in the A.M, We'll let you know an exact time once it is nailed down so that you can join us. Thanks! Mark Mark Acevedo Director of General Services
972-450-2848 Office 972-450-2825 Fax macevedo@ci.addison.tx.us -----Original Message----From: Samuel Lundgren [mailto,samuel.lundgren@wgint.comj Sent: Wednesday, March 24, 2004 2,10
PM Folks, Folks, Per our last meeting, I have obtained some cost information for various 1 
sizes of fuel storage tanks. Tne Town desires fire rated tanks, so in addition to Modern Welding, I am obtaining information on similar rated tanks from two other firms. The tank size/price
information we have received from Modern Welding Company of Texas is as follows: -25,000 gal double wall UL142 Flameshield STl-P3 tank on Saddles (120" diameter) $25,336. -20,000 gal
double wall UL142 Flameshield STl-P3 tank on Saddles (120" diameter) $21,175. -15,000 gal double wall UL142 Flameshield STI-P3 tank on Saddles (120" diameter) $17,942. -10,000 gal double
wall UL142 Flameshield STI-P3 tank on Skids (96" diameter) $11,280. The Flameshield Tank is a 2 hr fire rated fuel storage tank, as indicated in the attached description, which I feel
will provide the type of protection desired by the Fire Department. I am obtaining competitive information from HTM and Smith Tank Co. for similar tanks. Respectfully, Samuel Lundgren,
P.E. Program Manager Washington Group International, Inc. 7800 E. Union Avenue, Suite 100 Denver, CO 80237 Phone (303) 843-3596, Fax (303) 843-3133, Cell (720) 530-7315 2 
Jim Pierce From: Samuel Lundgren [samuel.lundgren@wginl.coml Sent: Wednesday. March 24. 2004 2:10 PM To: av8nkev@airmail.net; kenny@cherryair.com; bwemersbach@MercuryAir.com; jhopkins@miltionairdalla
s.com Cc: Mark Acevedo; John Bagnall; Jim Pierce; Usa Pyles Subject: FW: Bulk Fuel Storage and Dispensing Facility Site Plan ADD-GRZ.pdf Flameshield Tanks by Modem.do•.. Folks, Per our
last meeting, I have obtained some cost information for various sizes of fuel storage 􀁴􀁡􀁮􀁫􀁳􀁾􀀠The Town desires fire rated tanks, so in addition to Modern Welding, I am obtaining
information on similar rated tanks from two other firms. The tank size/price information we have received from Modern Welding Company of Texas is as follows: -25,000 gal double wall
UL142 Flameshield STI-P3 tank on Saddles (120" diameter) $25,336. -20,000 gal double wall UL142 Flameshield STI-P3 tank on Saddles (120" diameter) $21,175. -15,000 gal double wall UL142
Flameshield STI-P3 tank on Saddles (120" diameter) $17,942. -10,000 gal double wall UL142 Flameshield STI-P3 tank on Skids (96" diameter) $11,280. The Flameshield Tank is a 2 hr fire
rated fuel storage tank, as indicated in the attached description, which I feel will provide the type of protection desired by the Fire Department. I am obtaining competitive information
from HTM and Smith Tank Co. for similar tanks. With a focus on current and future needs, request your comments and feedback on the number of tanks and size of tanks you desire for your
operation. I would like to see if we can reach consensus on the size and number of tanks combination required for each FBO, keeping in mind that additional tanks installed later will
be difficult. I would also like your thoughts on having separate MoGas and Diesel tanks for FBO vehicles. John Bagnall, from Burns & McDonnell, is collecting information/cut sheets on
dispensing units and the off-load manifold set-up which will be sent in a week or so for your review and 􀁣􀁡􀁭􀁭􀁥􀁮􀁴􀁾􀀠 Please plan on a meeting with us, to review your tank, dispense
dispense and offload equipment, the afternoon of April 13, at 2 PM, in the Airport Conference Room. We will also review the project preliminary plans to verify the facility layout, tank
type and fire safety issues. Please call if you have any questions. Respectfully, Samuel Lundgren, P.E. Program Manager Washington Group International, Inc. 7800 E. Union Avenue, Suite
100 Denver, CO 80237 Phone (303) 843-3596, Fax (303) 843-3133, Cell (720) 530-7315 1 
Infrastructure I Airport Services 7800 E. Union Avenue, Suite 100 Denver, Colorado 80237 PHONE: (303) 843·2000IFAX: (303) 843·3133 LETTER OF TRANSMITTAL TO: DATE: JOB NO. Mr. Jim Pierce,
P.E. Mar 15, 2004 27514.000 Assistant Director of Public Works Town of Addison 16801 Westgrove Drive ATTENTION: Jim Pierce , Addison, TX 75001·9010 RE: Bulk Fuel Storage & Dispensing
System WE ARE SENDING YOU X Attached D Under separate cover via._______the following items D Shop Drawings X Prints D Documents D Samples D Specifications D Copy of Letter D Change Order
D Disks D COPIES 4 DATE 3115104 NO. Final Facility Location for Approval DESCFlIPTION THESE ARE TRANSMITTED as Checked below: X For Approval D Approved as Submitted D Resubmit ___ Copies
for Approval D For Your Use D Approved as Noted D Submit ___ Copies for Distribution D As Requested D Returned for Corrections D Return ___Corrected Prints D For Review and Comment D
For signatures D For Bids Due D Prints Returned After Loan To Us Remarks: Jim For your final review and approval. Copy To: Signe . 􀁾􀀮􀀮􀀯􀁾􀁾􀀻􀁴􀀻􀀺􀀻􀀺􀀺􀀺􀀺􀀽􀀺􀀺􀀺􀀺􀀺􀀽􀀽􀀽􀀽􀁾􀀮􀁅􀀮Project
Manager If enclosures are not as noted, kindly notify us at once M:\l Clerical\3·Forrns\Was.hLETfER.TRANSMlTT AL.doc 
, . . _. -􀀮􀁾..j . . .11 I.' -.. . -1 ..,.􀁾􀀠.. ... . I ... -..... ···t ! 
_______________________ _ Public Works I Engineering 16801 Westgrove. P.O. Box 9010 Addison, Texas 75001 Telephone: {972) 450·2871 • Fox: {972j 450.2837 i DATfi. 3-<{--C:J 4IJOBNO ATTENTiON
RE i4WI7IJ"f"·f-􀁾􀀮􀁦􀀡􀀠I Fivm d, /L􀁃􀁻􀀯􀀯􀁱􀁲􀀱􀁴􀁬􀁵􀁾􀁨􀀠PIle; Lf /J'1U5iJ-"MJ /' : : I GENTLEMAN: WE ARE SENDING YOU 0 Attached o Under separate cover via _____the following
items: o Shop Drawings o Copy of letter 0 Prints 0 Change order o Plans 0 Samples 0 Specifications 0 ________________________ COPIES DATE NO. /] DESCRIPTION /J{, I;􀁦􀁊􀁾7 /VII"'-:!:1;
{..b/Vd J/}/./U ah I 􀁾􀀠, T 'h1. M .:["j.u """"1-/J c. J, J J 􀁔􀁈􀁅􀁾ARE TRANSMITTED as checked below: )J!I For approval 0 Approved as submitted o Resubmit ____copies for approval
o For your use 0 Approved as noted o Submit copies for distribution o As requested 0 Retumed for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE __________
19,__ o PRINTS RETURNED AFTER LOAN TO US --------,--------..,...,...------------...............􀁾..----------􀁃􀁏􀁐􀁙􀁔􀁏􀁌􀁾􀁾􀀴􀁾􀁲􀁴􀁾􀁁􀁾􀁣􀁾􀁾􀁾􀁶􀁥􀁵􀁾􀁾􀁾􀁾􀁌􀁢􀀯􀁾􀀵􀁾􀁁􀁾􀁾􀁾􀀯􀀮􀁾􀁥􀁾􀁩____
_ SIGNED: 􀀧􀁾􀁾􀀮􀀠If enclosures are not as noted, please no:U=ce
GWashington Group International Infrastructure I Airport Services Integrated Engineering, Construction, and Management Solutions 7800 E. Union Avenue, Suite 100 Denver, Colorado 80237
PHONE: (303) 843-2000/FAX: (303) 843-3133 LETTER OF TRANSMITTAL TO: Mr. Jim Pierce, P.E., Assistant Director of Public Works DATE: March 3, 2004 JOB NO. 27514 Town of Addison 16801 Westgrove
Drive Addison. TX 75001·9010 ATTENTION: Jim Pierce RE: Bulk Fuel Facility Site Plans WE ARE SENDING YOU X Attached o Under separate cover via,_______ the following items o Shop Drawings
o Prints o Documents o Samples o Specifications o Copy of Letter o Change Order 0 Disks o COPIES D DESCRIPTION 4 Site Plan for Bulk Fuel Storage Facility i I THESE ARE TRANSMITTED as
checked below: X For Approval o Approved as Submitted o Resubmit ___ Copies for Approval o For Your Use o Approved as Noted o Submit ___Copies for Distribution o As Requested o Returned
for Corrections o Return ___Corrected Prints o For Review and Comment 0 For signatures o For For Bids Due 0 Prints Returned After Loan To Us Remarks: Jim Here is the site plan for your
consideration and approval of the final location for the new Bulk Fuel Storage System. Thanks Copy To: If enclosures are not as noted, k!ndly notify us at once M:\J Clericnl\3-Forms\
WashLETIER.TRANSMIIT AL.doc 
Jim Pierce From: Samuel Lundgren [samuel.lundgren@wgint.com] Sent: Thursday, March 04, 2004 6:22 PM To: Kenneth A Castellano; Mark Acevedo; Alan Moore; Chris Eddy, Lisa Pyles; Jim Pierce;
Mel Sehrt; Bruce Nipp Cc: Jeny. Haliw; Neil Rood; miguel.otero@wgint.com; Heather Hatcher; Ted Bom Subject: Bulk Fuel Storage and Dispensing System Project Status Report Addison Design
ADS Fuel System Schedule1.pdf Design POe lis••. Bulk Fuel Storage and Dispensing System for Addison Airport Project Status Report for 3-04-04: 1. The survey data has been received and
process into the Airport coordinate plan, so we have correlated data. 2. Produced a site plan from the survey data to provide an exact location of the new bulk fuel storage and dispensing
facility for approval by the Town of Addison Public Works. Once the facility location is approved, the information will be provided to the GeoTechnical Engineer for soils sample and
􀁥􀁮􀁧􀁩􀁮􀁥􀁥􀁲􀁩􀁮􀀹􀁾􀀠3. A revised design schedule (attached) has been submitted to the Town of Addison, after coordination with project consultants. 4. The Civil-Site plan will
also start after approval of the site, along with the CATEX request. 5. Obtaining specific tank size information and additional options to meet fire protection requirements. 6. The project
contact list is also attached. Please call if you have guestions or comments. Respectfully, Samuel Lundgren, P.E. Program Manager Washington Group International, Inc. 7800 E. Union Avenue,
Suite 100 Denver, CO 80237 Phone (303) 843-3596, Fax (303) 843-3133, Cell (720) 530-7315 1 
5220 Spring Valley Road. Suite 204 Dallas, TX 75254Washington (972) 385·1635 phone (972) 385·1639 fax letter of transmittal to: City of Addison. Project no.: 27514.000 Department of
Public Works client project no.: ______ Addison, TX 75001 date: 3/3104 Attention: Jim Pierce, P.E. Reference: Addison Airport Phone No. (972) 450-2879 Addison Fuel we are sending you:
Wenclosed System Prelim D under separate cover via -'-PI"'a!!n____ item no. copies Date Description 1 4 2125/03 Full Size PDF File -Addison Airport Fuel System : Preliminary Plan for
utility verification transmitted as noted: X for approval X for your use as requested for review and comment remarks: no exception taken make revisions revise and resubmit Call Sam Lundgren
(303) 843-3596 or me at (972) 385-1635 x 208 if you have any questions. copies to: Files/Sam Lundgren transmittal only W:/AirportlAddisonlGOrrespondence Bruce D. Nipp Office Manager

JIM PIERCE, P.E. Assiollant Public Works Director (972) 450·2879 (972) 450·2837 FAX jpierce@ci.addison.tx.us Town of Addison 16801 Westgro\>e Dr. P.O. Box 9010, Addison, Texas 75001·9010

Organization or Name & L Compal1L 􀁔􀁩􀁴􀁬􀁥􀀯􀁆􀁵􀁮􀁣􀁴􀁩􀀰􀁉􀀱􀁟􀁾􀀮􀀠Phone Email: Office, Home ADS Bulk Fuel System Design Personnel Contact List i Washington I Sam Lundgren : W:
303-843-3596 I I Group Int. I Project Manager i Cell: 720-530-7315 samuel.lundgren@wgint.com ! H: 303-979-1575 Washington i Neil Rood, Manager 1W: 􀁾􀀰􀀳􀀭􀀸􀀴􀀳􀀭􀀳􀀵􀀱􀀴􀀠Group Int.
I Airport Services I Cell. 303-809-6752 neil.rood@wgint.com I : 􀁾􀁡􀁳􀁨􀁩􀁮􀁧􀁴􀁯􀁮􀀠i Steve Van Winkle, W: 303-843-2511 Group Int. Lead Architect Cell: 303-475-9424 steve.van. winkle@wgint.com
: Washington I Ken Castellano W: 303-843-3177 i Group Int. AutoCADMgr C: ken.castellano@Wgint.com i Bums & Ted Bom, Av Fuels W: 816-822-4236 IMcDonnell Managing Director Cell: 816-225-8874
tbom@bumsmcd.com Bums & John Bagnall, Senior W: 816-822-3524 i McDonnell Mach Engineer Cell: 816-260-0204 jbagnal@bumsmcd.com I ! W: 816-822-3367Bums & Dave Van Fleet II McDonnell Asso
Electrical Engr Cell: 816-510-8425 dvanfleet@bumsmcd.comiH: 816-850-3613 i Bums & Mel Sehrt W: 816-822-3058 : McDonnell Project Manager Cell: 816-679-6270 l msehrt@bumsmcd.com I Washington Bruce Nipp, Office W: (972) 385-1635 ! ! Group Int.
Manager, Dallas Ext 208 bruce.nipp@wgint.com Cell: (972) 743·2124 \I Washington Miguel Otero-W: 972-385-1635 I ! Group Int. Jimenez, Civil Engr · Ext205 miguel.otero@wgint.com · Cell:
214-536-4717 I Washington Ron Bowlin W: 281-529-2704 Group Int. Environmental Enar Cell: 832-465-5996 ron.bowlin@wgint.com ECS, Ltd. Chris Eddy, W: 972-392-3222 ceddy@ecslimited.comGeotechnical
Engr Cell: 972-741-9761 DAL-TECH Alan Moore, RPLS W: 972-250-2727 Engineering. Cell: 214-850-0617 alan@dal-tech.com i Washington . D.U.Kini. W: 303-843-3329 Group Int. Contracts Mar
Cell: 303-810-0123 d.kini@wgint.com i Addison Airport I Lisa Pyles, Airport W: 972-392-4855 Cell: 214-883-9814 lisa.pyles@wgint.com I : Director Mark Acevedo, · W: 972-450-2848 I Town
of Addison Facilities & Fleet Cell: macevedo@ci.addison.tx.us : Administrator ! Jim Pierce, P.E. i Town of Addison Assistant Assistant Public W: 972-450-2879 jpierce@ci.addison.tx.us
Works Director Cell: I Town of Addison Gordon Robbins W: 972-450-7220 Deoutv Fire Chef Cell: grobbins@ci.addison.tx.us Million Air i Jack Hopkins I W: 972-248-1600 jhopkins@millionairdallas.com
Manager ' Cell: Mercury Bob Wemersbach I W: 972-735-7905 i bwemersbach@MercuryAir.com Manager , Cell: : Cherry Air Kenny Donaldson W: 972-248-1707 I Manager Cell: kenny@cherryair.com
Addison Express Kevin Lacey W: 972-713-7707 I av8nkev@airmail.net IManager Cell: 
·_ Appendix B Addison Airport, 4651 Airport ParJoorny, Addison, IX 75001 Title: PrO'ect Date: Ref' I I Replace Bulk Fuel Storage and r: 27514 9 Facility and US' ,n Cost n Group Design
Costs CIVIL Prinel al Pro"ect I Senior Civil Envir CAD Envir CAD r, PLS 3 Man 2 Man Clerical SUBTOTAL IPrincipal 􀁾􀀠Tech ling Rig & Cr Pro ect Pro ect Senior CAD' Clerieal TAL S& I
Fee Revision Date IWGI Fee IQ design) : IHourly Rate IHours $90.00 $70.00 $70.00 $57.00 $50.00 $57.00 $59.00 $85.00 $52.0C $125. 􀁾􀀠$85. $53. $57. $180. $150.00 $115.51 $112.51 $100.01
$88.00 $53.25 $48.25 9 & Studies B IServlc Cost 32 8 o 16 C 2C -8 8 3C Ii 1221 2 BC , ! 1E 2-1' 20 8 94 􀁾􀀱􀀠Project $0.00 $D.Oc $1,120.0C $O.OC $68D.Ol $5,100.0C $0.01 IIHours 􀁾􀀦􀁄􀁥􀁳􀁬􀀠n
Services Cost 4 52 12 n 64 24 ii,36B. BE C C C 3, 33C 0.00 $ $0.00 0 $0. to IConstr. Mgmt SVCB IHours o 24 o 3B 42 12 90 24 -0 o Ci C 1l 24, Cost $0.00 ,000.00 $0.00 $O.OC $O.OC $O.OC
$O.OC $1,080.00 0 $O.uu u ""U.uu $2,040.00 8 $6BO.00 0 $0.00 $636.00 4 $212.00 0 $0.00 $3B6.00 C f 212€ 7! 80 40 364 $O.or .... "'1'\ nn -.!C $0.00 .00 $2,700.00 51,930.00 $,9,171 o
o 2 16 26 $O.OC $0.0( $1,BOO. 􀁾􀀠$0. Page 1 
-Appendix B Addi.!lon Airport, 465) Airport Parkway, Addi"on, TX 75001 $0.00 ITAI 3, $2.812.0C 12£ IConalr. Mgmt SyC89 & Studies I & Dealgn s IServlc Services Rate I Hourly IHours Cost
IHours Cost IHours Cost o $0.00 c $O.OC o $0:00 1C C $O.OC $95.0C 20 $1,900.00 45 1C $57.0C 1, $912.00 56 E -0$65.0C C $0.00 10.0011 01 $0.001 S52.0C C 18 $936.00 0 $0.00 1: Ir fBurns
& McDonnell : 1t'4cn nnl $300.0011 01 $0.00 0 $0.001 $924.0011 12 $1,386.00 2 $231. nn $1,800.0,* 511-$6,075.00 16 $1,800 . 100.00 0 $0 272.00 0 $O.w $ $0.00 0 $0.00 $852, $3,195.00
0 $0.00 $48 1 $482. ----s53 $2,026.50 8 $386.00 74 25' $21, 2, ( $0.01 C $O.OC C $O.OC $95.OC $O.OC 10.OC $0.00 Pnncl .1 Pro ect Archltec CAD Des! nE Clenesl Principal Project Project
Senior Mechal Fire I ICAD 'Clenesl Sl IPnnclpal Senior Structu $75.00 C $O.OC 24 $1,800,00 8 CAD $57.00 $0.00 21 $1,197, o $O.OC 􀀴􀁾􀀠8 Page 2 
Appendix B Addison Airport, 465) Airport Parkway, Addison, TX 75001 3.5" HDDS C Disk, eo Blueline 36" x24",ea Mylar, Sepias, ea PaperB1I2" x 11", ea AirFare DEN to 􀁄􀁾􀀠Airfare (MCllo
DFW) Mileage rate per mile il per day Su ort Vehicle ar mile Su ort Vehicle er da Per Diem Rate per day Surve E ul menl GPS CADD per hour ICADD plots per hour Section ProJect Deslan
Total IPlanning & Studies Houri Rate Hours ICost $2.5C 􀁾􀀲􀀮􀀰􀁥􀀠$0.1C $5OOill $500.00 $0.36 $65.00 $35.00 $90.00 I: Bulk fuel stora e and dis ensln faeili wtth 16-25.000 aal one central
off-load manifold. Project Includes site work, ie controls and alarr I Site wOrk. Pavement and Utilities Containment Structure and Pad Storage Tanks and Piping Fire Rated Storage Tanks
􀁒􀁯􀁯􀁦􀁃􀁾􀁡􀁮􀁤􀀠sand il and 􀁾􀀠(10%) I Total UST Removal, soil remediation & closure j Total for New System and US' I $' --.!... $7 $0.00 $O.OC $O.OC $O.OC 70.0C $O.OC $O.OC $o.oe
il slorage I, oiliwater $25,000.00 $12,500.00 e Design Services ::;ost $1,500.00 $0.00 $540.0( Constr. ServicE Hours d to 4 dispensing units " fire protection, overflow I· UST removal
and engineering fees Include ,iI of UST remo... dsoll n plan, land farming of d salls and lab testing of oy: 􀁾􀀠Samuel G. Lund ren, P.E. Pro ect Washln ton Grou International Off (303)
843-3696, Cell (720) 630 1 o o a e tSvcs Servlcl :ost $_1,_5__ $500.00 $0.00 $0.00 $0.00 50.00 20.00 10.00 0.00 􀁾􀀠$2,720.0C Page 3 
Addison Airport Fuel Farm -Addison, Texas 1. Removal of29 USTs • 24 -12,000 gallon • 3 -4,000 gallon • 1 -5,000 gallon • 1 -17,000 gallon Removal includes: • Pennits, reports and records
• Pumping & disposal ofresidual product, empty, clean and purge USTs • Disconnect & remove all connected piping & ancillary equipment • Transportation & disposal ofUSTs • Collection
and analysis ofsoil samples I water samples collected at removal • Backfill material for removed USTs Removal assumptions: • Four inches ofproduct remain in each UST • An piping is directly
ancillary to individual USTs • There is no fuel farm infrastructure piping to be removed • USTs are steel and surface offuel farm is not paved • No overhead utilities • Vehicular access
• Staging area for removed USTs immediately available • UST soil overburden averages four foot Removal Costs: Excavation, clean, remove, transport, sample and analysis $5,600 per UST
x 29 = $162,400 BackfIll for removed USTs 2,310 tons@8.75ton= $ 20,212 $182,612 15% contingency $ 27.392 $210,004 2. Remediation of Fuel Farm Including land farming with removal soils
beneath the USTs and 48' above UST profile. The above tank contamination assumption derived from the EBS Phase II. • Land farming estimated cost: $65.00 per cubic yard • Contaminated
soil beneath USTs-632 cubic yards $41,080 • Soil above USTs -852 cubic yards $55.380 Total of 1484 cubic yards $96,460 • Replace soils upon completion of land farming. UST Project Total
$306,464 
i I: II 􀁾􀁾􀀠 ...... . ...... 􀁬􀁴􀀱􀀮􀀮􀀭􀁝􀀮􀁾􀀧􀁐􀁴􀁾􀀮􀁕􀁤􀀡􀁾􀁫􀀭􀀭􀁾􀁁􀁆􀁾􀀠II . cr· rJ-ert .' ... .' ..... .. .., I I ..........,. ·..·1··_·..·..···, '-..........'... _...._............'-'"''
-''''''' __ 􀁾􀀮􀁟􀀠." __ 􀁾􀀠i 􀁾􀀮􀀠_. ____ .______ 􀁾􀀮􀀠_____ .._ !. _...... ., .. ,-I . .[ I I I I I 
5220 Spring Valley Road, Suite 204 Dallas, TX 75254 (972) 385-1635 phone (972) 385-1639 lax letter of transmittal to: City of Addison. Project no.: 􀀮􀁅􀁾􀁾___ Department of Public Works
client project no.: ______ Addison, TX ??(){)1'--_______ date: 2/25/04 Attention: Jim Pierce, P.E. Reference: Addison Airport Phone No. (972) 450-2879 Addison Fuel System Prelim we are
sending you: Wenclosed D under separate cover via -'-'''''-'-____ item • no. copies Date .....􀀭􀁾􀀭􀀭􀀭􀀭Description 1 4 2/25/03 COpy of Addison Airport Fuel System Preliminary Plan
transmitted as noted: X X for approval for your use as requested for review and comment remarks: no exception taken make revisions revise and resubmit Call S",f!lbllndgren (303) 843-3596
or me at (972) 385-1635 x 208 if you have any 􀁱􀁵􀁥􀁳􀁴􀁩􀁯􀁮􀁳􀀮􀁟􀁾..... __________________ copies to: FileS/Sam Lundgren transmittal only Bruce D. NippW:/Airpol1fAddison/Correspondence
Office Manager 
Jim Pierce From: Samuel Lundgren [samuel.lundgren@wginlcomJ Sent: Wednesday, February 25,20041:32 PM To: Jim Pierce Cc: Lisa Pyles; Bruce Nipp; Mark Acevedo Subject: RE: Bulk Fuel Storage
and Dispensing System Site Plan Bulk Fuel & Disp >.ddisoo Airport usr Addison Design Facility & US... Removal.do... Schedule1.pdf Jim and Mark, Please find attached the our revised project
estimate, that incorporates UST removal, including planning, approvals and lab work on samples, the frame structure and standing seam metal roof over the facility and the new 2 hour
rated fuel storage tanks. I have indicated all of the changes in Red, which I hope you can print, for comparison with the previous design and project estimate. The intent on this estimate
is to cover all items required for the new system and to clear the old area, ready for development. I have included the UST removal estimate sheet and a new design schedule for the bulk
fuel storage and dispensing system, for your consideration and approval. Please call if you need this information in a different format. Thanks, Samuel Lundgren, P.E. Program Manager
Washington Group International, Inc. 7800 E. Union Avenue, Suite 100 Denver, CO 80237 Phone (303) 843-3596, Fax (303) 843-3133, Cell (720) 530-7315 1 
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Group International, Inc. 􀁓􀁍􀀮􀁴􀀱􀁯􀁲􀀱􀁩􀁾􀁄􀁾􀁡􀁪􀀮􀀫􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁾􀁩􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀫􀁾􀁾􀀫􀀽􀁾􀁾􀀽􀁉􀀠ADDISON AIRPORT 
Organization or I Name & I Phone ICompany Title/Function Email: Office, Home ADS Bulk Fuel System Design Personnel Contact List Washington Sam Lundgren W: 303-843-3596 Group Int. Project
Manager Cell: 720-530-7315 samuel.lundgren@wgint.com H: 303-979-1575 Washington Neil Rood, Manager W: 303-843-3514 Group Int. Airport Services Cell: 303-809-8752 neil.rood@wgint.com
! Washington Steve Van Winkle, W: 303-843-2511 Group Int. Lead Architect Cell: 303-475-9424 steve.van.winkle@wgint.com ! Bums & Ted Bom, Av Fuels W: 816-a22-4236 ! MacDonnell Managing
Director Cell: 816-225-8874 tbom@bumsmcd.com Bums & John Bagnall, Senior W: 816-a22-3524 MacDonnell Mech Engineer Cell: jbagnal@bumsmcd.com H: 913-a29-a124 i Bums & Dave Van Fleet W:
816-822-3367 ! MacDonnell Asso Electrical Engr Cell: dvanfleet@bumsmcd.com H: 816-850-3613 W: (972) 385-1635 Washington Bruce Nipp, Office Ext 208 Group Int. Manager, Dallas Cell: (972)
743-2124 bruce.nipp@wgint.com Washington W: 972-385-1635 Miguel otero-Ext 205 , Group Int. Jimenez, Civil Engr Cell: 214-536-4717 miguel.otero@wgint.com Washington Ron Bowlin W: 281-529-2704
Group Int. Environmental Engr Cell: 832-465-5996 ron.bowlin@wgint.com ECS, Ltd. Chris Eddy, W: 972-392-3222 ceddy@ecslimited.comGeotechnical Engr Cen: 972-741-9761 DAL-TECH W: 972-250-2727
Engineering. Alan Moore, RPLS Cell: 720-272-7907 alan@dal-tech.com H: 303-a05-9339 Washington D.U. Kini. W: 303-843-3329 Group Int. Contracts Mar Cell: 303-810-0123 d.kini@Wgint.com
Addison Airport Lisa Pyles, Airport W: 972-392-4855 Director Cell: 214-883-9814 lisa.pyles@wgint.com Mark Acevedo, W: 972-45(}-2848 Town of Addison Facilities & Fleet Cell: macevedo@ci.addison.tx.us
Administrator Jim Pierce, P.E. W: 972-45(}-2879 Town of Addison Assistant Public jpierce@ci.addison.tx.us Works Director Cell: Town of Addison Gordon Robbins W: 972-45(}-7220 !Deputy
Fire Chef Cell: grobbins@Ci.addison.tx.us Million Air Jack Hopkins W: 972-248-1600 Manager Cell: Mercury Bob Wemersbach W: 972-735-7905 Manager Cell: Cherry Air Kenny Donaldson W: W:
972-248-1707 Manager Cell: Addison Express Kevin Lacey W: 972-713-7707 Manager Cell: 
Jim Pierce From: Gordon Robbins Sent: Wednesday, August 27, 2003 2:34 PM To: Jim Pierce Cc: Noel Padden Subject: Fuel farm (proposed) » Fire protection requirements Jim: As we recently
discussed, I wanted to take a more detailed look at the Fire Code requirements for the proposed fuel farm. I appreciate you allowing me some time to do that. As you know, there are numerous
general requirements in the International Fire Code regarding electrical wiring, venting, overfill protection etc. These can be considered "standard" for any installation of this type,
and it will be necessary for the Washington Group to familiarize themselves with these regulations, as compliance will be necessary for approval. However, the purpose ofthis correspondence
is to point out those salient requirements which will impact the design process ofthis particular project. These requirements are listed below. Please contact me ifyou require clarification
or additional information. Relevant fuel properties: AvGas: Flashpoint = -50F (Class IA flammable liquid) Jet-A: Flashpoint = 120F (Class IT combustible liquid) 2000 International Fire
Code Sec 2704.2.2.4 Secondary containment for outdoor storage areas shall be designed to contain a spill from the largest individual vessel. Ifthe area is open to rainfall, secondary
containment shall be designed to include the volume of a 24-hour rainfall as determined by a 25-year storm and provisions shall be made to drain accumulations of groundwater and rainwater.
Sec 3404.2.9.1 Foam fire protection systems shall be provided for above ground tanks used for the storage of Class I or Class II liquids or those posing an unusual exposure hazard because
of topographical conditions, nature of occupancy or proximity to adjoining properties. NOTE: As an alternative to foam fire protection it will be acceptable to install protected aboveground
tanks that are concrete vaulted and/or which comply with UL-2085. Table 3405.3.4(2) Minimum distance from lot line, including the opposite side of a public way, for a 25,000 gallon tank
is 20-feet. Sec 3406.5.1.2 Weather protection canopies shall not be located within 25-feet oflot lines, public streets or public ways. General fire protection issues I am unable to determine
from your preliminary drawing if the "pole bam" covering the tanks is intended to have sides on it. Please note that we cannot approve any design that impedes our ability to deploy a
remote master stream on the tanks. In a fire situation it will be extremely critical that we be able to attack the fire and cool the tanks from a safe distance. 1 
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August 20, 2003 Bulk Fuel Storage and Dispensing System For Addison Airport Design Kickoff Meeting Meeting Agenda: 8:30 AM, Town of Addison Service Center 1. Introductions 2. Project
review 3. Technical considerations 4. Reports, permits and studies 5. Design and Construction schedule 6. Public Works Department site plans and infonnation ' 7. Fire Department infonnation
and guidelines 8. Operational considerations 9. Town concerns and issues 10. Site visit and located utilities 11:30 AM, Lunch and continued discussion 1:30 PM, Addison Airport Office
1. Introductions 2. Project Review 3. Operation Plans 4. Equipment Options 5. Design and construction schedule 6. Issues and concerns GWashington 1 Lundgren, 303·843·3596 
Jim Pierce From: Samuel Lundgren [samuel.lundgren@wgint.com] Sent: Friday, August 08, 2003 9:13 AM To: Jim Pierce; Mark Acevedo Cc: Neil Rood; Lisa Pyles; Heather Hatcher Subject: Revised
Concept Site Plan Bulk Fuel Storage & Disp Fatil ... Folks, Please find attached my revised concept site plan for you review and consideration. This PDF is set to be approximately half
size when printed on II" x 1711 paper. The site plan is for discussion and planning purposes only, and I will bring full size drawings to mark the Addison Road ROW, ' storm and sewer
lines, utilities and other pertinent information until the surveyor completes the site topographic work. We will use the surveyors infonmation for our site and utility connection plans.
The secondary containment is the concrete basin in which I have mounted the fuel storage tanks. I show the basin with 18" stem walls and I plan on mounting dispensing and offload equipment
on that stem wall so that 􀁴􀁨􀁥􀁾􀁩􀁤􀁥􀁷􀁡􀁬􀁫__on ,? each side is clear and defines the concrete driveway for the trucks. The de ressed drivew ain into the seco containment; however,
if we cover the tanks and equipment, we may want to drain t e driveways directly to the oil/water separator. Call if you have questions. Respectfully, Samuel Lundgren, P.E. Project Manager,
Airport Services Washington Group International, Inc. 7800 E. Union Avenue, Suite 100 Denver, CO 80237 Phone (303) 843-3596, Fax (303) 843-3133, Cell (720) 530-7315 ! 
ITitle: IReplace Bulk Fuel IDate: Ref: t Nllmhp.r' ICIVIL ICivil CAD I Cost 1 Costs , PLS 3 Man Survey Crew 2 Man Survey Crew SUBTOTAL 􀁉􀀺􀀻􀁾􀀠Lab Tech CAD nrilling Rig & CreV;'_ SUBIUIAL
land IlIVGI IRate IHours $160.00 90.00 70.00 57.00 􀁾􀀱􀀧􀁏􀁑􀀠nn $170.00 $120.00 $121'0 no $85.00 $53.00 $57.00 !&1Rn nn $95.00 lS75 􀁏􀁾􀀠􀁾􀀠gton $1,399,100.00 I & Sh"li.." 4 38 8
8 24 8 8 36 12 ICost 1& • MgmtSvcs IHours ICost IHours ICost $640.00 16 $2,560.00 4 $640.00 $4,750.00 68 $8,500.00 44 $5,500.00 $720.00 16 $1,440.00 0 $0.00 $560.00 80 $5,600.00 16 $1,120.00
$1,368.00 86 $4,902.00 24 $1.368.0C $472.00 16 $944.00 8 $472.0C $680.00 0 $0.00 6 $510.001 $6,120.00 0 $0.00 0 $0.001 $0.00 0 $0.00 48 $5,760.00 􀁓􀀶􀀲􀀴􀀮􀀰􀁾􀀠36 $1,872.00 12 $624.00
1341 􀀤􀀱􀁾􀀠Q34 nn 2821 $25,818.0011 1621 $15,994 nc o 16 24 12 4 8 64 $1 $1 $0.00 l.OO !S36.0C $5,784.00 o 4 8 4 o o 16 $0.00 􀁾􀀳􀀶􀀰􀀮􀀰􀀰􀀠􀁾􀀸􀀰􀀮􀀰􀀰􀀠􀁾􀀲􀀱􀀲􀀮􀀰􀀰􀀠$0.00 $0.00
$125200 o o 36 72 o o 108 01 $0.0011 61 $750.0011 a 4 $380.00 68 $6,460.00 8 12 $900.00 72 $5,400.00 24 $O.OC $0.00 $3,06if06 $3,816.00 􀁾􀀠􀁾􀀠9>B $0.00 ,. _0.00 $1,80n 00 􀁾􀁕􀁅􀀡􀀬􀀮􀀨􀀩􀁔􀁁􀁌􀁭􀀠
I 161 $1,280.0011 1461 $12,610.0011 01 $2,560.001 Page 1 
-, Addison Alrpon, 4651 AJrport Parkway, Addison, TX 75001 Planning & Studies Engineering & Design Constr. Mgmt Svcs Hourly Services Services Services Services Services Services DescriRtion
Rate Hours Cost Hours Cost Hours Cost Architectural Principal $160,00 0 $0.00 0 $0.00 0 $0.00 ProiIJect Manager $125.00 0 $0.00 0 $0.00 0 $0.00 Architect CAD Operator Designer Clerical
(Word processor) $95.00 $57,00 $65.00 $52.00 8 4 0 0 $760.00 $228.00 $0.00 $0.00 36 46 12 18 $3,420.00 $2,622.00 $780.00 $936.00 12 8 0 0 $1,140.00 $456.00 $0.00 $0.00 SUBTOTAL 12 $988,00
112 $7,758.00 20 $1,596.00 Mechanical Principal Senior Engineer Mechanical Engineer Fire Protection Engineer $125.00 $95.00 $75.00 $104,00 0 8 12 4 $0,00 $760.00 $900.00 $416.00 6 22
96 36 $750.00 $2,090.00 $7,200.00 $3,744.00 0 12 36 12 $0.00 $1,140.00 $2,700.00 $1,248.00 SUBTOTAL 24 $2,076,00 160 $13,784.00 60 $5,088.00 Structural Principal Senior Engineer Structural
Engineer CAD Operator $125.00 $95.00 $75.00 $57.00 0 0 12 4 $0.00 $0,00 $900.00 $228.00 228.00 0 0 28 16 $0.00 $0,00 $2,100.00 $912.00 0 0 8 16 $0,00 $0.00 $600.00 $912,00 SUBTOTAL 16
$1,128.00 44 $3,012.00 24 $1,512.00 Reimbursable Expenses 3.5" HDDS Cp Disk, es Blueline 36" x24",ea Mylar, Sepias, ea Psper81/2" x 11", as Mileage rate per mile Support Vehicle per
mile Support Vehicle per day Per Diem Rate per day Survey Equipment GPS $0.32 $35.00 $95.00 15 15 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $525.00 $1,425.00 $0.00 8 8 $280.00 $760,00 0 0
0 0 0 a 12 12 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $420,00 $1,140.00 $0.00 Page 2 
Addhon AIrport, 4G51 AIrport Parkmly. Addlso ... TX 75001 Description: Bulk fuel storage and dispensing facility with 16-25,000 gal horizontal storage tanks connected to 4 dispensing
units and Planning & Studies Engineering & Design Constr. Mgmt Svcs Hourly Services Services Services Services Services Services DescriDtion Rate Hours Cost Hours Cost Hours Cost CADD
per hour $22.00 $0.00 0 $0.00 CADD plots per hour $0.00 0 $0.00 SUBTOTAL 30 $1,950.00 $1,040.00 24 $1,560.00 Section Totals $29,140.00 $65,274.00 $35,186.00 Project Design Total $129,600.00
Construction Estimate one central_off-load manifold. Project includes site work, secondary containment, oillwater separator, fire protection. overfiow protection, electronic controls
and alarm systems. I Site work, Pavement and Utilities i $95,000.00 Containment Structure and Pad $72,000.00 I Storage Tanks and Piping (@$2.00/gal) $800,000.00 Controls and Equipment
$265,000.00 Architectural and Structure $25,000.00 Contingency (10%) , $12,500.00 Construction Total $1,269,500.00 I -------Submitted by: , Samuel G. Lundgren, P .E. Project Manager
Washington Group International I (303) 843-3596 I Page 3 
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