IDAHO PERMIT AND APPLICATION FOR OVER-LEGAL PERMIT AND/ORLOAD MOVEMENT - 1 TRIP ONLY 1-800-662-7133

COMPANY NAME ACCT. NO. 2400375EMMERT INTERNATIONAL

AND ADDRESS 15402 E HWY 35 COLLECT **FEES PREPAID**DANBURY TX 77534

FAX (503) 650-2289 VIA MAILED DESC OF VEH AND/OR LOADPERMIT VALID FROM 11/12/2010 TO 11/16/2010 COKE DRUM SECTION1ORIGIN LEWISTON, ID DESTINATION ID/MT BORDER-12ORIGIN DESTINATIONROUTES 12 MILES 174VEH TYPE: (X)TOWING UNIT ( )SELF-PROp (X)TRAILER (X)OTHER HAULEDLICENSE NO. YAFV983 000 BASE STATE ORUNIT NO. 2471 SERIAL NO. YEAR MAKE

AXLES 0 00 00 00 00 00 00 00 0 00AXLE OP WI’ 16,000 40,000 90,208 90,208 90,208 87,860 87,860 87,860 16,000 40,000NOOFTIRES 2 8 16 16 16 16 16 16 2 8AXLE SPACING (FT/IN) 19-02 5-00 16-04 4-08 14-00 4-08 14-00 4-08 54-01 4-08AXLE SPACING (FT/IN) 14-00 4-08 14-00 4-08 18-00 19-02 5-00TIRE SIZE0/ALL WIDTH 29’ 00” BASE WIDTH RED RT WIDTH BLK & INT RTNO AXLES 18 HEIGHT 28’ 00” 0/ALL LENGTH 226’ 0/HANG o/nn’ZGOW 646,204 LBS

SPECIAL REQUIREMENT (X)FLAGS (X)LIGHTS (X)SIGNS (X)2-wAY RADIO COMM.(X) PILOT VEHICLE AS PER TRAFFIC CONTROL PLAN APPROVED BY THE DISTRICTCX) TIME OF TRAVEL PER TRAFFIC CONTROL PLAN APPROVED BY D-2 10PM TO 5:30AM(X) OTHERMIRRORS MUST ALLOW DRIVER TO SEE 200FT BEHIND LOAD - IF NOT REAR PILOT REQUIREDFLAG 4 CORNERS AND EXTREMITIES OF LOAD WITH 18”X18” RED OR FLUORESCENT ORANGEOVERSIZE LOAD SIGN SHALL BE DISPLAYED ON TOWING VEHICLE & LOADLOAD/TOW UNIT SIGNS:18”HI;7’WIDE;LETTER HEIGHT 10”;SERIES C;STROKE WIDTH 1.41ALL SIGNS IN IDAHO SHALL BE BLACK LETTERING ON YELLOW BACKGROUNDTRAFFIC CONTROL PLAN MUST ACCOMPANY PERMIT IN ORDER FOR PERMIT TO BE VALIDDISTRICT APPROVAL PER DORAL HOFF COPY OF THE BOND MUST ACCOMPANY ALL MOVESPILOT SIGNS:10”HI; 5’WIDE; STANDARD SERIES B;LETTER HEIGHT 8”;STROKE WIDTH 1”TOW UNIT & PILOT/ESCORT VEHICLE SHALL BE EQUIPPED W/2-WAY RADIO LICENSED BY FCCLOAD AND ALL EXTREMITIES MUST BE WELL LIT FOR NIGHT MOVEMENTTHESE WEIGHTS ARE APPROVED BY BRE 07/27/10 SHANONBRIDGE APPROVAL REQUIREMENTS MUST ACCOMPANY PERMIT FOR PERMIT TO BE VALIDMUST FOLLOW ALL BRIDGE CROSSING REQUIREMENTS AS STATED ON BRIDGE APPROVALLOADS MUST HAVE HELPER DOLLIES WHEN CROSSING BRIDGES AT MP 14.96 78.82 & 120.09SEE ATTACHED TRAVEL REQS PAGE FOR ADDITIONAL REQS NOT LISTED IN TRAFFIC CONTROLPLAN PERMIT NOT VALID UNTIL MONTANA PERMIT HAS BEEN ISSUEDHELPER DOLLIES WILL BE 32,000 LBS EACH AND OTHER AXLES WILL WEIGH LESSTOTAL WEIGHT WITH HELPER DOLLIES WILL BE 657,604 LBS

VALID FOR STATE HWYS & ADA COUNTY, OTHER LOCAL ROUTES SUBJECTTO LOCAL APPROVAL. PERZ4ITTEE IS RESONSIBLE FOR VERTICAL ID $2,094.00CLEARANCES AND ANY DAMAGE/COST TO TRAFFIC CONTROL DEVICE(S). *C.C~ $2,094.00APPLICANTS ACCEPTANCE OF PERMIT CERTIFIES VEHICLE/LOAD HASBEEN REDUCED TO PRACTICAL MINIMUN SIZE/WEIGHT AND THEY SHALLCOMPLY WITH ALL APPLICABLE STATE/FEDERAL LAWS, RULES AND REGS.

TIME 4:07 PM PERMIT NUM

__________________________________________ DATE 11/10/2010 11008320

SIGNATURE OF APPLICANT BY REGGIE P ISSUED BY IDAHO

BRIDGE ANALYSIS BY:

STATUS:

lTD OVERLOAD VEHICLEBRIDGE PERMIT

Permit No.

PERMIT REQUEST FOR:

b 1.

I Request Approved with Special Requirements

SPECIAL BRIDGE REQUIREMENTS:

The load exceeds the normal capacity of all the bridges on the route listed above. The load may travel US 12 from MP 2.45 toMP 174.42 with special requirements. The load must travel down the center of all bridges, be the only vehicle on each bridge,and have front and rear pilot cars while crossing each bridge. Additional requirements apply to the bridges lIsted in the chartbelow.

Route Milepost Requirements (in addition to those listed above) Traffic ControlHelper dollies must be added as depicted in Emmert * See “Additional Requirements” below.6091302-01-17 before the load may cross the bridge.The push truck may not be on the bridge with the load.

• Speed must not exceed 5 mphUS 12 The bridge deck must be full depth in all locations (9” mm.)(Arrow 14.960Bridge) * New deck overlay material must have a strength of 3.5 ksi

confirmed by cylinder break before the load may cross.• No additional loads may be on the bridge while the

load crosses. (construction equipment, temporaryconstruction barrier, etc.)

US 12 * Helper dollies must be added as depicted in Emmert(Maggie 78.820 6091302-01-17 before the load may cross the bridge.Creek) * Speed must not exceed 20 mph

‘ Helper dollies must be added as depicted in EmmertUS 12 120.098 6091302-01-17 before the load may cross the bridge.

(Fish Creek) • Speed must not exceed 5 mph

US 12 Speed must not exceed 20 mph(Squaw 153.808Creek)

Special Bridge Requirements continued on next page.

ANALYST: Shanon Murgoitio, P.E.

DATE: 7/30/2010

TIME: 3:00 P.M.

The attached configuration was analyzed for all bridgesonUS 12 between MP 2.4sand MP 174.42.

COMPANY: Emmert InternationalUNIT: BID

DRAWING NO.: 6091302-01-12 (see attached)Vehicle configuration is recorded on the attached sheets Thisdocument is not valid without these attachments.

lTD Overweight Vehicle Bridge Permit Page 1 of 2

SPECIAL BRIDGE REQUIREMENTS CONTINUED:

Route Milepost Requirements (in addition to those listed above) Traffic Controlus 12 • Speed must not exceed 5 mph

(Crooked 169.681Creek)

ADDITIONAL REQUIREMENTS:

The Arrow Bridge is currenly under construction. If the load plans to travel before the completion of the construction contract,in addition to coordinating all travel plans with the Idaho Transportation Department, Emmert must also coordinate with theContractor.

lTD Overweight Vehicle Bridge Permit Page 2 of 2

ITO TRAVEL REQUIREMENTSFOR

CONOCO/PHILIPS — EMMERT

U512

10 Minute Traffic Delay

Oncoming traffic shall not be delayed greater than 10 minutes, except at those points listed in the trafficcontrol plan under the Idaho Traffic Management tab. In those few identified areas the carrier willmake every reasonable effort to limit the delays of oncoming traffic to as close to 10 minutes aspossible, while maintaining the safety and integrity of the transport. Traffic may follow the load, butfollowing traffic shall not be required to stop for more than 10 minutes before they are cleared to pass.There are 12 zones where Emmert will be allowed to exceed the 10 minute time frame which areattached.

To ensure safe public travel during the move, Emmert is authorized to barricade the approved turnoutsfor exclusive use for the wide loads up to 24 hours in advance for each move.

Travel RestrictionsEnroute Travel - Tires of the tractor and trailer shall stay within the fog line, except when exiting theroadway at approved turnout traffic clearing locations. The carrier has identified 5 locations where theload tires will cross the fogline but remain on the paved surface; M.P. 48.5, 48.7, 52.6, 54.3 and 157.These areas have been identified as having guardrail. The outside tires will not extend closer than 1.0foot to the face of rail at any time nor will the guardrail be allowed to be moved. Emmert will furnish 3/~

inch plywood to be laid down in front of the tires as the load progresses should the shoulder showdistress to distribute the load as it passes by each location per recommendation of Emmert’s engineeras outlined in your letter dated November 10, 2010.

The outside tires shall be illuminated to allow for inspection of this requirement.

No parking will be allowed in the Lob Pass Visitor Center Area. Summit parking at the snowplowturnaround shall be limited to 3 hours for a brake and safety check etc.

Night time travel is required and shall not start before 10pm and shall not continue past 5:30 am.Travel is allowed 7 days a week, except for holidays and holiday weekends. Travel on designatedholidays will not be allowed. (i.e. Thanksgiving, Christmas and New Years, etc.)

Highway traffic shall not be diverted onto an unpaved surface.

Emmert International Primary Pull Offs - Coke Drums

I Miles I TimeNo. MP HWY I I I Description Action DeslgnatedpulloffsI Travel I (mins) I I

ID - DAY i1 1 10 Depart Port Of Lewiston On Or Around iiPM

2 6th Street 0.5 5 Traveling East There Is No Impact To Utilities On This Route Hold Traffic In Intersections And Use Shoulder To Allow Traff ic ToPass Safely Proceed

3 10128 0.2 5 Traveling East There Is No Impact To Utilities On This Route Hold Traffic In Intersections AndPass Safely

4 2.5 IDiz 0.2 5 Crosslntersection TrafficControlwithSignageAnd UseTruckStopToAllowTrafficToFlaggers Proceed

5 z.6 7th Street o.i 5 Traveling East There Is No Impact To Utilities On This Route Traffic Control With Signage AndFlaggers

6 FrontageRoad 0.9 5 Traveling East There Is No Impact To Utilities On This Route Traffic Control With Signage And Using Shoulder To Hold TransportFlaggers To Allow Traffic To Continue

7 305 Hwy 95 1.7 5 Turn Onto US 12 And Proceed East Pilot Cars Flaggers And Signage This Area Will Be Used To Move AllTraffic Around The Loads

8 11.7 US 12 8.2 10 Gondola Cable Crossing Over Highway USGS HAS REMOVED CABLE

This Is A Blacktop Area. Traffic Will9 12.2 US 12 0.5 5 Scenic Turnout — Spalding Mission Flaggers And Signage Go Around Load Using The Blacktop

Area As The Load Holds In TheRoad.

Flaggers And Signage . concretedivider will be completely removed

10 15 US 12 a.8 Arrow Bridge from bridge prior to crossing and Hold Traffic While Transport Is OnBridgereplaced after passage of two

loads.15.514 U512 — FLAGGERSTATION

11 16.2 US12 1.2 8 RestArea

12 20.2 US 12 4 10 Road Expands To 3 Lanes Pilot Cars And Signage Hold Load Right Move TrafficAround Both Ways

21.1 USI2 — FLAGGERSTATION23 USia FLAGGER STATION

13 24.4 US 12 4.2 10 [urn Out In Front Of The Convenience Store At Rose Bud Lane Flaggers And Signage Hold Traffic Here Move LoadThrough Safely

14 26.8 US 12 24 7 3 Lane Road

15 27.6 US 12 o.8 5 Wide Area North Side Of Roadway Rock And Paved Flaggers And Signage Hold Traffic On Paved Area PassWith Transport

18.4 U512 FLAGGERSTATION

i6 31.5 US 12 3.9 10 Turn Out Flaggers And Signage Hold Traffic Here Move LoadThrough Safely

17 34.7 US 12 3.2 10 3 Lanes — Big Canyon Memorial Pilot Cars And Signage Hold Load Right Move TrafficAround Both Ways

34.9 U512 — FLAGGERSTATION

i8 38.8 USia 4i 7 Large Turn Out 210’ X 5°’ Pilot Cars And Signage Park Load Here Move TrafficAround.

36.8 PARK 39.9 122 PARK FOR THE NIGHT JUST OUTSIDE OROFINO

Emmert International Primary Pull Offs - Coke Drums

ID- DAY a1 38.8 US 12 0 10 Start Heading East On US 12 On Or Around iiPM

2 39.7 uSia 0.9 Four Lane From 39.7 To 44•° Pilot Cars And Signage Hold Transport Right Direct TrafficAround

39.8 uSia FLAGGER STATION

3 46 Usia 6.3 15 3 Lanes Pilot Cars And Signage Hold Load In Right Lane MoveTraffic Around Both Directions46.6 USia FLAGGER STATION

4 48.5 usia 2.5 5 Rock Wall Flagger And Signage Lean Transporter And Travel AroundCorner Then Level For Transport

5 48.8 USia 0.3 5 Turn Out ioo’ X 40’ Flagger And Signage Hold Load In Wide Area MoveTraffic Around

6 49.4 usia o.6 5 Wide Rock And Paved Area Flagger And Signage Hold Traffic On Paved Area AllowTransport To Pass.

49.5 US Ia FLAGGER STATION

7 51.6 USia 2.2 5 Hwy 11 Intersection —3 Lanes Pilot Cars And Signage Hold Load Right Move TrafficAround.

8 53.1 USia 1.5 5 3 Lanes To MM 53.8 Pilot Cars And Signage Hold Transport Right Direct TrafficAround

54.i USia FLAGGER STATION

9 54.7 Usia i.6 5 3 Lanes To MM 54.9 Pilot Cars And Signage Hold Transport Right Direct TrafficAround

10 58.6 US 12 3.9 to Turn Out On Left Side Flagger And Signage stop Traffic Load Will ProceedAround Traffic

58.7 US 12 — FLAGGER STATIONii 58.7 US Ia o.i 5 Concrete Barriers

12 60.8 USia 2.1 7 3 Lanes To MM 6i.o Pilot Cars And Signage Hold Transport Right Direct TrafficAround

13 61 USia 0.2 5 N Side Large Area Flagger And Signage Hold Load In Area And Move TrafficAround

6i.i us 12 FLAGGER STATION

14 6~.i Us 12 4.1 iO 3 Lane To MM 65.6 Pilot Cars And signage Hold Transport Right Direct TrafficAround

15 65.7 US 12 o.6 ~ wide Rock And Paved Area Flagger And Signage Hold Traffic Allow Transport To Pass

65.75 usia FLAGGERSTATION

iS 65.9 US 12 0.2 ~ Kamiah Idaho Flagger And Signage Hold Traffic On Side Roads AllowTransport To Pass

17 67.5 USia i.6 8 Turn Out Just After The Bridge Flagger And Signage Hold Traffic Until The Load CrossesThe Bridge

68.3 uSi2 FLAGGER5TATION

i8 71.4 USia 3.9 7 SouthsideTurnout FlaggerAndSignage HoldLoadAndMoveTrafficAround

19 73.7 Usia 2.3 5 weighstationTumout73.7 PARK 34.9 122 PARK FOR ThE NIGHT

Emmert International Primary Pull Offs - Coke Drums

ID- DAY 31 73.7 US 12 0 10 Start Heading East Onus 12 On Or Around iiPM

Pull Off On South Side Of 1012 That Could Be utilized For Traffic Hold Transport And Direct Traffic2 77.4 usiz 3.6 8 FlaggerAndSignageRelieL Measures 250’ X 25’. Around

77.6 US 12 — FLAGGER STATION3 81.i US 12 3.7 io using Traffic Control Proceed under Gondola Pilot Cars And Signage Transporter Continues Transport

Pull Off That Could Be utilized For Traffk Relief. Measures 3°°’ Hold Transport And Direct Traffic4 82.6 uSia 1.5 10 Flagger And SignageX32’. Around

5 83.1 US 12 0.5 5 Hold Traffic In Large Paved Intersection Flagger And Signage Hold Traffic Allow Transport To Park

83.2 US 12 — FLAGGER STATION88.6 USia — FLAGGERSTATION

Hold Transport And Direct Traffic6 91.5 USia 8.4 15 PullOffmatMeasuresaao’xa7’. FlaggerAndSignage Around

92.8 US 12 — FLAGGER STATIONPaved Pull Off At Wild Goose Campground That Measures 190’ X Hold Transport And Direct Traffic7 95.3 USia 3.8 10 FlaggerAndSignage52’. Around

Stop Traffic On Paved Area Allow8 97.2 US 12 1.9 7 Cougar Store Blacktop Parking Area, Traffic Control Area Flagger And SignageTransport To Pass

97.3 USia FLAGGER STATIONHold Transport And Direct Traffic9 103.7 US 12 6.~ 15 Large Area East Bound Side 175’x18’ Flagger And Signage Around

103.9 US ii — FLAGGER STATION107.1 US 12 — FLAGGER STATION

10 109.9 U512 6.2 15 TrafflcControlAreaso’xi5’ FlaggerAndSignage HoldTrafficMoveTrafflcAj-ound110.6 USia — FLAGGER STATIONii6 uSia FLAGGERSTATION

Rock Wall Along ID 12 And Potential Pull Off That Could Beflagger And Signage Hold Transport Move Traffic Aroundii ii6.6 US 12 6.7 15 Utilized For Traffic Reliet.Paved And Rock, Measures 220’ X 25’.

12 117.6 Us 12 1 5 Point Of Interest Area, Paved Area Flagger And Signage Hold Traffic Move Traffic Aroundflsh Creek Rest Area. Measures 500’ X 100’. Area Could13 120.3 US 12 2.7 10 Emergency Stop OnlyAccommodate Parking Of Two Transporters.

120.73 USia FLAGGER STATION125 USI2 — FLAGGERSTATION

PARK FOR THE NIGHT AT LARGE PULL OFF THAT MEASURES14 126.9 USia 6.6 15 Flagger And Signage Hold Traffic Allow Transport To Park300X70

ia6.g usia 53.1 140 PARK FOR THE NIGHT

Emmett International Primary Pull Offs - Coke Drums

ID- DAY 4

1 126.9 0512 0 5 DepartParkingArea FlaggersAndsignage HoldTransportbirectTrafficAround

127 0512 FLAGGER STATION2 uS US 12 1.1 Section Of ID ii Consisting Of Three Lanes.

3 130.3 US 12 2.3 10 Pull Off Measures 250’ X 55’. Flaggers And Signage Hold Transport Direct Traffic Around

View Of Potential Parking Area AndiOr Pull Off Area. Measures4 132.5 USia a.i 10 450’X60’.132.6 uS ii FLAGGER STATION135.4 USia — FLAGGER STATION

5 135.7 us 12 3.2 10 Pull Off. Measures 290’ X 32’. Flaggers And Signage Hold Transport Direct Traffic Around

Hold Traffic In Wide Spot As Load6 138.4 US 12 2.7 10 Large Paved Area For Traffic Control Flaggers And SignagePasses.

Large Paved Pull Off That Measures 400’ X ,oo’. This Could Be7 139.1 usia 0.7 5 Flaggers And Signage Hold Transport Direct Traffic Aroundused For Parking Or Traffic Relief.139.4 u512 — FLAGGERSTATION

Slow MovingTraffic Turnout Lane That Could Be Used To Clear8 142.4 usiz 3.3 10 Traffic.

Large Pull Off That Could Be utilized For Parking. Measures óoo’9 143.2 1)5 12 o.8 5 Flaggers And Signage Hold Transport Direct Traffic AroundX So’.

143.3 us12 FLAGGERSTATION

10 146.5 US 12 3.3 10 Pull Off That Measures 275’ X 40. Flaggers And Signage Hold Transport Direct Traffic Around

11 147.6 usia ii 5 Large Paved Area For Traffic Control Flaggers And Signage Hold Transport Allow Traffic To Pass

147.7 us 12 FLAGGER STATIONPull Off That Can Be utilized For Traffic Relief. Measures 250’ X12 151.7 us 12 4.1 12 Flaggers And Signage Hold Transport DirectTrafficAround

— 55.13 152.9 us 12 1.2 5 Pull Off That Can Be used For Parking. Measures 500’ X 50’.

‘53 u512 — FLAGGERSTATIONPull Off On North Side Of ID 12 Just After Bridge Crossing. Hold Traffic In Wide Spot As Load

14 i5j.8 uS12 0.9 5 Flaggers And SignageMeasures 250’ X 45’ And Can Be utilized For Traffic Relief. Crosses Bridge

~ uSl2 FLAGGER STATION

15 158.5 us 12 4.7 15 Road Is Three Lanes up To MM 159. Pilot Cars And Signage Hold Transport DirectTrafficAround

i6o 0512 — FLAGGERSTATIONLarge Pull Off On South Side Of ID 12 That Can Be utilized For

Flaggers And Signage Hold Transport Direct Traffic Aroundi6 i6o us 12 1.5 8 Traffic Relief. Measures 300’ X so’. use Only If Needed

163.5 u512 — FLAGGER STATIONHold Traffic Allow Transporter To17 163.5 us 12 3.5 12 Large Rock And Paved Area For Traffic Control Flaggers And Signage Pass

Pull Off On South Side Of Id *2 That Can Be utilized ForTraffic Hold Or slow Transport DirectiS i6~ us 12 1.5 10 Flaggers And SignageRelief. Measures 225’ X 35’. rraffic Around

Emmert International Primary Pull Offs -Coke Drums

165.8 US 12 FLAGGER STATIONPull Off That Can Be Utilized For Traffic Relief. Measures 200’ X20 167.5 US 12 i.8 io FlaggersAnd Signage Hold OrSlowTransport Direct40’. Traffic Around

167.6 uS 12 FI.AGGER STATIONPull Off That Can Be utilized For Traffic Relief. Measures 200’ X21 168.6 us 12 1.1 10 Flaggers And Signage Hold Or Slow Transport Direct40’. Traffic Around

169 US 12 FLAGGER STATIONI.arge Chain up Area That Measures 450’ X 70’. Could Be A

22 169 us 12 0.4 10 Parkingflea. Emergency Call Box Location For Dispatch To ISP. Flaggers And Signage Hold Or Slow Transport DirectISP Will Be Accompanying Load The Entire Way. Traffic Around

23 169.9 USia 0.9 10 Start 3 Lanes To MM 170.5 Flaggers And Signage Hold Transport Right Allow TrafficTo Follow Pilot Car

170.5 U512 FLAGGER STATION

24 171.1 U512 1.2 15 Pull Off On North Side Of ID ii. Measures 350’ X 56’. Flaggers And Signage Hold Or Slow Transport DirectTraffic Around

25 171.5 USia 0.4 10 Start 3 Lanes To MM 172.0 Flaggers And Signage Hold Transport Right Ailow Trafficro Follow Pilot Car

26 172 US 12 0.5 15 Pull Off That Measures 35°’ X 40’. Flaggers And Signage Hold Or Slow Transport DirectTraffic Around

172.1 us 12 FLAGGER STATION

27 174.2 us 12 2.2 15 Rest Area Across From Visitors Center At Lob Pass. Flaggers And Signage Hold Or Slow Transport Directrraffic Around

174.39 US12 — FLAGGERSTATIONPARK 47~3 J~j PARK FOR NIGHT- JUST OVER IDIMT BORDER

lANE ITEMS IN GREEN SIGNIFY FLAGGER STATIONUNE ITEMS IN ORANGE HIGHLIGHT SIGNIFY PROPOSED PARKING AJ~EAS EACH NIGHT~r~,~ ,~.~_

Note: Emmert has proposed to add a third truck to the load at IDT’s request in order to increase average speed of the load up the Lob Pass grade, Just past the Crooked Fork Road.

ID-DaytID-Day aID.Day3ID-Day 4

Total Idaho Travel

Miles Time39.9 12234.9 12253.1 140

47.3 257175.2 516

19 165.7 US 12 0.7 to Pull Off That Can Be utilized For Traffic Relief. Measures 400’ X Flaggers And Signage75’

Hold Or Slow Transport DirectTraffic Around

-~- I~

-~-I~ -aJ

i -fl

~z

‘.5 ___________ _______________________

1 ~

‘.1

This configuration may Cross every bridge on US 12 between NP 2.45 and NP 174 42 with specialTars Net Gross Wheels Load- lbs Tire Launch requiresents see above) with the exception of the following bridges.

Axle Wight WeIght lbs per line per Wheel Width Loading Arrow Bridge at 4? 14 .960Pull Truck Naggie Creek at NP 78.820

Si 16000 0 *6000 2 8000 14 571 IbaI,n Fish Creek at NP 120.09501 20000 0 20000 4 5000 II 455 Ibalin helper dollies (as shown in drawing no. 0091302-01-17) suat be added for the load to croas the above02 20000 0 20000 4 5~ II 455 Ibadin listed bridges. _________________________________ —

6-DolLy Transporterii 15800 29304 45104 8 5638 II 513 tadn I ~‘~I COSSSCIBOIJ.YcAJlaITwM4,cws PC.12 15800 29204 45104 8 5638 II 513 bean I swissl ow~sseswsoaa.as PC13 15800 29304 45104 8 5638 II 513 helen i i —.14 15800 29304 45104 B 5838 ii 513 lbBlen 2 I t2e~.4I SA~~*taII0te PCJ5 15800 29304 45104 8 5638 II 513 iheñn I i —JO *5600 29304 45104 5 5838 II 513 helen I j ‘~T~~1~ PC

6-Dolly Transporter _______________________Ti 14800 29130 43930 8 5491 II 499 heIst12 *4600 29*30 43930 8 5491 II 499 ihelIji03 14800 29130 43930 6 5491 II 499 beanT4 14600 29130 43930 8 5491 II 499 bean75 *4800 29130 43930 a 5491 II 49OibeIin I P4TFflNAT tONAL76 14800 29*30 43930 8 5491 II 499 bean

Total 238600 380404 880,204 106 lost-n •...ens*_-,— *Push Truck ttt ‘St—52 16000 0 16000 2 8~ ‘4 57’ Ibslin _______________________________________

IRM4SPORTAIION 181W03 20000 0 20000 4 5030 II 455 helen ~ ~1±~~~SYSTEM04 20000 0 20000 4 5000 II 455 beAn IJPPEP CONE 0918811 SECT~N

Total 298,600 360604 644,204 116 ___________________________________-, .~e4Pw5WH ‘~‘~ ~ I~~iO1Ix0

0091302-01-12 ‘ It~CurrenI Prt~ecis~G09I302 - Conocoph)Bpa Bi~ios~lDr3winpsI5Cu,yenlDWG$tG0913o20l.12 Permit Dniml.dwo, 312)2010 2:43:56 PM, 1:171.157

SECTION A—AII.

END ELEVATION

):~CurrenI ProjecIs~Go91302 -ConocoPNuips Biwno ~1Dra s’5Cu,renIDwG5~Qos,3o2.o1.12 Pemiji Drumldwo. 3/212010 2:44:17 PM. 1:124.445

3 WilliS owae OSASSIG lAMES PC

iGUIC s.aeIdooaAiIoA PC

I IAlfl~ DiAllinG OWiT PC

neE GATE CASC~TOI MASS

NTEHF’IA T I C N A L

1C SLiAv~iiil• •

llAiAS~S~ ~Pili~~lll

T~MSPORTATION ViAW12 DOLLY SUSPENSON SEAM YASTEN

UPPER OGlE BALSA ~l SECI~N

.n. P. WLCiA as. AnS34l~ ~ I”~’~G4Sl3SS

G091302-O1-12 a [7

SI 16~ 0 I6~Dl 20000 0 20000D2 2~ 0 20000

6-Dolly ‘flltslsporlerTi 14800 19413 34213 6 427712 14800 19413 34213 6 421112 14800 19413 34213 6 4271T4 14600 19453 34213 8 4217IS 14880 19413 34213 8 427176 14880 19413 34213 8 4277

Total 251.000 358,604 501604 138Push ‘truck

52 18000 0 l6~ 2 808003 20000 0 20800 9 508004 20000 0 20~ 4 5000

Total 307.000 358.604 657604 148

9 444 Itslino 444 taut9 444 Win9 444 I~Iin

II 389 IbslenII 389WnII 389 IteMII 369 IteMII 389 IteMIi 389 8aM

14 571 talinII 455 talinII 455 Iteuiri

Arrow Bridge at 64? 14-960Maggie Creek at 64? 78.620Fish Creek at NP 120.098

1sfl.is~ 0~6Dtffi0e.EHEin,bCuJ0s R.CBet DATE I 01801EEA

.~ ~ ~

IL5~

Tare 14e1 Gross Wheels I.oad- lbs Ti,. Lao lochAM. Wight Weight lbs p.r lies psrWha.I Width Loading APull Truck

2 6000 14 571 We4 5000 II 455 8aM4 5000 II 455 lbs/in

6-Dolly Tn.nspos’LerJI 15680 19587 35381J2 15880 19567 35387J3 15680 19587 35387.34 15800 19587 35307-35 15800 39587 35387‘JO 15800 19887 35387

Helper DolliesNI 2850 29150 320001-12 2850 29150 32~143 2850 29150 320001-64 2850 20150 32000

11 402 baleII 402 lbs/rnII 402 lbs/rnII 402 IteMII 402 lbs/inIi 402 lbs/in

8 44238 44238 44238 44238 44238 4423

8 40006 40008 40038 4~

Helper dollies must be added as shown above for the load to cross the bridges listed below

5,

I 0 Ri A C

T~&8P0RTATlON 15W 12004,1.1 S0SPENS~N BEMASYSTEM Cf HELPER 0OtL~S FOR DRUM SI

AT 1*005 CREEK 1*4 TO~ I FISH CREEK MM 030

--17 Perniq Dniml I1D.dwq. 31212010 3:47:13 PM. 1.171.157 G091302-C1’17

END ELEVATION

________ jQ’..jj’ —.4- 21,—i.

SECTION A—A

SHOWN IN RAISED POSITIONTO ACCOMODATE HELPER DOLLIES

I 1El~SI~ •~EDLOwPB~UItflnn*JEs EAtBAY DATE O€SCIDA

I N 1 b Ii N A T I 0 N A L

* *IA~IflI~I~A ~

TRBIASPORTATION YEW 12 DOLLY SUSPAHEON BEAMSYSTEM WI HELPER DOLLiES FOR UPPER 001<5 DRUM ‘I

AT MAGOS CRESnEA TESTS ASH CRSEI< ARM ITO—L ~

~os

j 6~6’ * _____________

D~CunnI~HD,thvo312I20103;47:34 PM. 1:12S.388 7 I I———

enLi~mr

________ I N T E R N A T I C N A L ENGINEERED TRANSPORT - RIGGING - STPUCTURC RELOCATION

HIGhWAY MARINE RAIL

WHEREAS EMMERT INDUSTRIAL CORP., dba EMMERT INTERNATIONAL CEmmert”)and the IDAHO TRANSPORTATION DEPARTMENT (“ITD”)(collectively “Parties9wish toamend and restate Emmert’s Indemnification Obligation to ITD; and,

WHEREAS Emmert acknowledges and agrees that under the laws of the State of Idaho, thecourts of the State of Idaho will have personal and subject matter jurisdiction over actionsagainst Emmert arising out of any wrongful acts or failures to act committed by Emmert inIdaho while Emmerl transports cargo for ConocoPhilips; and,

WHEREAS Emmert has obtained insurance coverage specifically to cover liability that mayarise and has made lTD an additional insured with waiver of subrogation under said policyand which policy Includes coverage for damage to public and private property; and,

WHEREAS Emmert acknowledges that the insurance policy reflected in the Certificate ofLiability Insurance attached hereto as Exhibit A is intended to also protect private individualsand public and private entities from bodily injury and property damage arising out of an“occurrence” during Emmert’s utilization of roadways and infrastructures in Idaho for thepurpose of transporting cargo for ConocoPhillips for the coke drum transportation project.

THE PARTIES HEREBY AGREE:

Emmert Industrial Corp. (~Emmert”), dba Emmert International. shall indemnify, defend andhold harmless the Idaho Transportation Department (‘ITD’)and the general public, to thelimits of the policy reflected in the Certificate of Liability Insurance attached hereto as ExhibitA, from and against any and all claims for damage, during and arising out of Emmerfsutilization of roadways and infrastructures in Idaho for the purpose of transporting cargo forConocoPhillips for the coke drum transportation project. Emmert agrees to assume and bearthe full risk of loss, up Io the available limits of the policy attached as Exhibit A, for any injuryand/or damage to public or private property, during and arising from an “occurrence’ whilecrossing over the state’s roadways and infrastructure during the coke drum transportationproject

This agreement shall replace and supersede that certain Hold Harmless Agreement signedby Terry Michael Emmert on or about August 16.2010

Emmert InternationalTerry M. Emmert

/~by its Vice President

I, - 8.-toDate

Ciackamas Office. 1)811 SE Hwy 2)2- Clackarnas, Oregon 9701 S. Phone 503.655,7191. Fax 503.650.2289

4

Exhibit A

ACORQ, CERTIFICATE OF LIABILITY INSURANCE IPRODUCER (541) 687—1117 FAX: (541) 342—8280 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION

ONLY AND CONFERS NO RIGHTS UPON ThE CERTIFICATEWard Insurance Agency HOLDER. ThIS CERTIFICATE DOES NOT AMEND. EXTEND ORP 0 Box 10167 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.

Eugene OR 97440 INSURERS AFFORDING COVERAGE NAIC #INSURED INSURER A: Scottsdale Insurance Co.Enimert Industrial Corp. INsuRERaAnerican States Insurance 1970411811 SE Highway 212 ITISJRERO Westchester Fire Ins. Co.

U SURER 0:Clackaznas OR 97015 ‘IISOREREOVERAGESTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOVMTHSTANDING ANYREQUIREMENT. TERM OR CONDI11ON OF ANY CONTRACT OR OTHER DOCUMENT Will-I RESPECT TO WHICH This CERTIFICATE MAY BE ISSUED OR MAY PERTAINThE INSURANCE AFFORDED BY ThE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL ThE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.SQGR~c ~LESJMITL~I5~?11aaThaYEJEEt1R~QQCtQ ~te&psLAIMS. ______________________________INSR ADD1rR jncBn TYPE OF INSURANCE POLICY NUMBERA GENERAL LLABILITY BCSOO227TO 9/21/2010 9/21/2011 1 EACHOCCIJRRENCE ‘s 1,000,000

x D6MACE TO RENTEDml”

rCMMFR-IA. GENERAL LIABILITY ~uss~ lEa ~c,,,,a,vel 50, 000

~ CLAILfl MADE [~] OCCUR ~ EAR (4n~ ni., p~scoj_ S Exclude~j HOOK LIABILITY PERSOHALSAD~ITIJURY $ 1,000,000~J OVER THE ROAD rENERAL AGGREGATE I~ 2,000,000-DENt AGGREGATE LIMIT APOLIES PER PRooIJCrs - CO&PM)P AGO IS 1,000, 000

— POLICY Eu ~ ri ~ IB AuT0M0DILELIABILITy OIC126037220 9/21/2010 9/21/2011 C0~IT~DSINGLELIU~

S 1,000,000X ANY AlIrl)ALL GJ.NED AUTOS (DULY INJURY

ISRe, c41w1)SCHEDULED AUTCSX HIRED AUTOS I DOILY IlIIURY

I ICIAOVSIED AUTOS ~~enI)

— ROPERTY DAMAGE~o, a~IdOfltI

GARAGE LIABILITY 4U1OCNLY - EA ACCIDENT $

~ ANY AUTO OTHER THAN SA ~CC $AUTO ONLY: :00C EXCESSJUMBRELLA LIABILITY 02416273201 9/21/2010 9/21/2011 ~(~CL~RFflE 10,000, 000

~J OCCUR CLAIMS ~IADE AGGREGATE S 10,000,000-S

~ DEDUCTIBLE $— X RETENTION 10.000 3

I LA) STATU I I jillWORKERSCOMPENSATIONAND IToRYLI~prsI I iNEMPLOYERS LIABILITYANY PROK1IETSPJPARTIIERJEXECIJTIVE EL EACH ACCIDENT 3O’rICER,MEMCER CXCLUCED~

EL DISEASE - BA FMPLOtE - $II ICA descIte tilde,~CIAL POOVIRIONS ~ F I. CIIEASE - mLICY LIMITt

I OTHER

DESCRIPTION OF OPDIATIONS&OCATIONSNENICLESJEXCLUGION$ADDCD DY ENDORSENENTISPECIAL PROISIOIISIDAHO DEPARTMENT OF TRANSPORTATION IS AN ADDITIONAL INSURED WITH WAIVER OF SUBROGATION. PROTECTION OF IDAHODEPARTMENT OF TRANSPORTATION ROADWAYS AND INFRASTRUCTURES (ALL OPERATIONS) FOR Ally DAMAGES INCURRED DURINGTRANSPORTATION OP CON000PHILLIPS COKE DRUMS. CAS ISSUED DY IDOl’ PERHIT APPROVAL) -

CERTIFICATE HOLDER CANCELLATION(208) 334—8000 SHOULD ANY OF THE ABOVE DESCRI0ED POLICIES BE CANCELLED BEFORE THE

IDAhO TRANSPORTATION DERART1,SNT EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL3311 W. STATE STREET 30 DAYS WRITTEN NOTICE TO THECERTIF1CATE HOLDER NAMED TO THE LEFT, BUTP.O. BOX 1129 —

FAILURE TO DO 50 SHALL IMPOSE NO OBLIGATION OR UABILITI OF ATIF KIND UPON THEBOISE, ID 83707—1129INSURER. ITS AGENTS OR REPRES~NTAT,VES.AUTHORIZED REPRESENTATIVEPall Jen:~II, DAIIAK

POI.ICY EFFECTIVEDATE IMMIDDIYY} POUCY EXPIRATION

OATE IMMIDDIYVD LIMITS

ACORD 25 (ZOGI/OS)INSO2S

ACORD CORPORATION 199$Pjge I 2

II-’ £-f’~

IDAHO PERMIT AND APPLICATION FOR OVER-LEGAL PERMIT AND/ORLOAD MOVEMENT - 1 TRIP ONLY 1-800-662-7133

COMPANY NAME ACCT. NO. 2400375EMMERT INTERNATIONAL

AND ADDRESS 15402 E HWY 35 COLLECT **FEES PREPAID**DANBURY TX 77534

FAX (503) 650-2289 VIA MAILED DESC OF VEH AND/OR LOADPERMIT VALID FROM 11/12/2010 TO 11/16/2010 COKE DRUM SECTION2ORIGIN LEWISTON, ID DESTINATION ID/MT BORDER-12ORIGIN DESTINATIONROUTES 12 MILES 174VEH TYPE: (X)TOWING UNIT ( )SELF-PROP (X)TRAILER (X)OTHER HAULEDLICENSE NO. YAFV982 000 BASE STATE ORUNIT NO. 2470 SERIAL NO. YEAR MAKE

AXLES 0 00 00 00 00 00 00 00 0 00AXLE GP WT 16,060 40,444 83,466 83,466 95,418 96,414 96,414 96,414 16,000 40,000NOOFTIRES 2 8 16 16 16 16 16 16 2 8AXLE SPACING (FT/IN) 19-02 5-00 11-01 4-08 12-01 4-08 13-00 6-00 59-04 4-08AXLE SPACING (FT/IN) 16-00 4-08 16-00 4-08 16-00 19-02 5-00TIRE SIZE0/ALL WIDTH 29’ 00” BASE WIDTH RED RT WIDTH BLK & INT RTNO AXLES 18 HEIGHT 28’ 00” 0/ALL LENGTH 227’ 0/HANG 0/HANGOW 664,096 LBS

SPECIAL REQUIREMENT (X)FLAGS (X)LIGHTS (X)SIGNS (X)2-WAY RADIO COMM.(X) PILOT VEHICLE AS PER TRAFFIC CONTROL PLAN APPROVED BY THE DISTRICT(X) TIME OF TRAVEL PER TRAFFIC CONTROL PLAN APPROVED BY D-2 10PM TO 5:30AM(X) OTHERMIRRORS MUST ALLOW DRIVER TO SEE 200FT BEHIND LOAD - IF NOT REAR PILOT REQUIREDFLAG 4 CORNERS AND EXTREMITIES OF LOAD WITH 18”X18” RED OR FLUORESCENT ORANGEOVERSIZE LOAD SIGN SHALL BE DISPLAYED ON TOWING VEHICLE & LOADLOAD/TOW UNIT SIGNS:1$”HI;7’WIDE;LETTER HEIGHT 10”;SERIES C;STROKE WIDTH 1.41ALL SIGNS IN IDAHO SHALL BE BLACK LETTERING ON YELLOW BACKGROUNDTRAFFIC CONTROL PLAN MUST ACCOMPANY PERMIT IN ORDER FOR PERMIT TO BE VALIDDISTRICT APPROVAL PER DORAL HOFF COPY OF THE BOND MUST ACCOMPANY ALL MOVESPILOT SIGNS:10”HI; 5’WIDE; STANDARD SERIES B;LETTER HEIGHT 8”;STROKE WIDTH 1”TOW UNIT & PILOT/ESCORT VEHICLE SHALL BE EQUIPPED W/2-WAY RADIO LICENSED BY FCCLOAD AND ALL EXTREMITIES MUST BE WELL LIT FOR NIGHT MOVEMENTTHESE WEIGHTS ARE APPROVED BY BRE 07/27/10 SHANONBRIDGE APPROVAL REQUIREMENTS MUST ACCOMPANY PERMIT FOR PERMIT TO BE VALIDMUST FOLLOW ALL BRIDGE CROSSING REQUIREMENTS AS STATED ON BRIDGE APPROVALLOADS MUST HAVE HELPER DOLLIES WHEN CROSSING BRIDGES AT MP 14.96 78.82 & 120.09SEE ATTACHED TRAVEL REQUIREMENTS PAGE FOR ADDITIONAL REQUIREMENTS NOT LISTED INTRAFFIC CONTROL PLAN. PERMIT NOT VALID UNTIL MONTANA PERMIT HAS BEEN ISSUEDHELPER DOLLIES WILL WEIGH 32,000 LBS EACH AND OTHER.AXLES WILL WEIGH LESSTOTAL GROSS WEIGHT WITH HELPER DOLLIES IS 675,500

VALID FOR STATE HWYS & ADA COUNTY, OTHER LOCAL ROUTES SUBJECTTO LOCAL APPROVAL. PERMITTEE IS RESONSIBLE FOR VERTICAL ID $2,143.00CLEARANCES AND ANY DAMAGE/COST TO TRAFFIC CONTROL DEVICE(S). *C.CARD $2,143.00APPLICANTS ACCEPTANCE OF PERMIT CERTIFIES VEHICLE/LOAD HASBEEN REDUCED TO PRACTICAL MINIMUN SIZE/WEIGHT AND THEY SHALLCOMPLY WITH ALL APPLICABLE STATE/FEDERAL LAWS, RULES AND REGS.

TIME 4:08 PM PERMIT NUM

__________________________________________ DATE 11/10/2010 11008321

SIGNATURE OF APPLICANT BY REGGIE P ISSUED BY IDAHO

lTD OVERLOAD VEHICLE Permit No.BRIDGE PERMIT

PERMIT REQUEST FOR:

Request Approved with Special Requirements

SPECIAL BRIDGE REQUIREMENTS:

The load exceeds the normal capacity of all the bridges on the route listed above. The load may travel us 12 from MP 2.45 toMP 174.42 with special requirements. The load must travel down the center of all bridges, be the only vehicle on each bridge,and have front and rear pilot cars while crossing each bridge. Additional requirements apply to the bridges listed in the chartbelow.

Route Milepost Requirements (in addition to those listed above) Traffic ControlHelper doilies must be added as depicted in Emmert * See “Additional Requirements” below.6091302-01-16 before the load may cross the bridge.The push truck may not be on the bridge with the load.Speed must not exceed S mph

US 12 * The bridge deck must be full depth in all locations (9 mm.)(Arrow 14.960Bridge) • New deck overlay material must have a strength of 3.5 ksi

confirmed by cylinder break before the load may cross.No additional loads may be on the bridge while theload crosses. (construction equipment, temporaryconstruction barrier, etc.)

us iz * Helper dollies must be added as depicted in Emmert(Maggie 78.820 6091302-01-16 before the load may cross the bridge.Creek) * Speed must not exceed 20 mph

Helper dollies must be added as depicted in EmmertUS 12 120.098 6091302-01-16 before the load may cross the bridge.

(Fish Creek)Speed must not exceed 5 mph

us 12 speed must not exceed 20 mph(squaw 153.808Creek)

Special Bridge Requirements continued on next page.

BRIDGE ANALYSIS BY:ANALYST: Shanon Murgoitio, P.E.

DATE: 7/30/2010

TIME: 3:00 P.M.

The attached configuration was analyzed for all bridgesonus 12 between MP 2.4sand MP 174.42.

STATUS:

BCOMPANY: Emmert International

UNIT: BID

DRAWING NO.: 6091302-01-11 (see attached)Vehicle configuration Is recorded on the attached sheets Thisdocument is not valid without these attachments.

lTD Overweight Vehicle Bridge Permit Page 1 of 2

SPECIAL BRIDGE REQUIREMENTS CONTINUED:

Route Milepost Requirements (in addition to those listed above) Traffic Controlus 12 • Speed must not exceed 5mph

(Crooked 169.681Creek)

ADDITIONAL REQUIREMENTS:

The Arrow Bridge is currenly under construction. If the load plans to travel before the completion of the construction contract,in addition to coordinating all travel plans with the Idaho Transportation Department, Emmert must also coordinate with theContractor.

ITO Overweight Vehicle Bridge Permit Page 2 of 2

ITO TRAVEL REQUIREMENTSFOR

CONOCO/PHILIPS — EMMERT

US12

10 Minute Traffic Delay

Oncoming traffic shall not be delayed greater than 10 minutes, except at those points listed in the trafficcontrol plan under the Idaho Traffic Management tab. In those few identified areas the carrier willmake every reasonable effort to limit the delays of oncoming traffic to as close to 10 minutes aspossible, while maintaining the safety and integrity of the transport. Traffic may follow the load, butfollowing traffic shall not be required to stop for more than 10 minutes before they are cleared to pass.There are 12 zones where Emmert will be allowed to exceed the 10 minute time frame which areattached.

To ensure safe public travel during the move, Emmert is authorized to barricade the approved turnoutsfor exclusive use for the wide loads up to 24 hours in advance for each move.

Travel RestrictionsEnroute Travel - Tires of the tractor and trailer shall stay within the fog line, except when exiting theroadway at approved turnout traffic clearing locations. The carrier has identified 5 locations where theload tires will cross the fogline but remain on the paved surface; M.P. 48.5, 48.7, 52.6, 54.3 and 157.These areas have been identified as having guardrail. The outside tires will not extend closer than 1.0foot to the face of rail at any time nor will the guardrail be allowed to be moved. Emmert will furnish V.inch plywood to be laid down in front of the tires as the load progresses should the shoulder showdistress to distribute the load as it passes by each location per recommendation of Emmert’s engineeras outlined in your letter dated November 10,2010.

The outside tires shall be illuminated to allow for inspection of this requirement.

No parking will be allowed in the Lob Pass Visitor Center Area. Summit parking at the snowplowturnaround shall be limited to 3 hours for a brake and safety check etc.

Night time travel is required and shall not start before 10pm and shall not continue past 5:30 am.Travel is allowed 7 days a week, except for holidays and holiday weekends. Travel on designatedholidays will not be allowed. (i.e. Thanksgiving, Christmas and New Years, etc.)

Highway traffic shall not be diverted onto an unpaved surface.

B

Emmett International Primary Pull Oils Coke Drums

I Miles Time INo. MP HWY Description Action Designated pull oHsTrave (mins).

ID - DAY I1 1 to Depart Port Of Lewiston On Or Around iiPM

2 6th Street 0.5 5 Traveling East There Is No Impact 0 Utilities On This Route Hold Traffic In Intersections And Use Shoulder To Allow Traffic ToPass Safely Proceed

3 ID 128 0.2 5 Traveling East There Is No Impact To Utilities On This Route Hold Traffic In Intersections AndPass Safely

4 2.5 ID 12 0.2 5 Cross Intersection Traffic Control With Signage And Use Truck Stop To Allow Traffic ToFlaggers Proceed

5 2.6 7th Street o.i 5 Traveling East There Is No Impact To Utilities On This Route Traffic Control With Signage AndFlaggers

6 Frontage 0.9 5 Traveling East There Is No Impact To Utilities On This Route Traffic Control With Signage And Using Shoulder To Hold TransportRoad

Flaggers To Allow Traffic To Continue

7 305 Hwy 95 1.7 5 Turn Onto US 12 And Proceed East Pilot Cars Flaggers And Signage [his Area Will Be Used To Move AllTraffic Around The Loads8 ii.~ USi~ 8.2 ~o Gondola Cable Crossing Over Highway USGS HAS REMOVED CABLE

This Is A Blacktop Area. Traffic Will9 12.2 US 12 0.5 5 Scenic Turnout — Spalding Mission Flaggers And Signage Go Around Load Using The Blacktop

Area As The Load Holds In TheRoad.

Flaggers And Signage . concretedivider will be completely removed Hold Traffic While Transport Is On10 15 US 12 2.8 Arrow Bridge from bridge prior to crossing and

replaced after passage of two Bridgeloads.15.514 US 12 — FLAGGER STATION

11 16.2 U512 1.2 8 Rest Area

15 27.6 US 12 o.8 5 Wide Area North Side Of Roadway Rock And Paved Flaggers And Signage Hold Traffic On Paved Area Pass

With Transport28.4 US 12 FLAGGER STATION

i6 31.5 US 12 3.9 10 Turn Out Flaggers And Signage Hold Traffic Here Move Load

Through Safely17 34.7 US ii 3.2 10 3 Lanes — Big Canyon Memorial Pilot Cars And Signage Hold Load Right Move Traffic

Around Both Ways34.9 US 12 FLAGGER STATION

i8 38.8 US 12 4.1 7 Large Turn Out 210’ X 50’ Pilot Cars And Signage Park Load Here Move Traffic

Around.38.8 PARK 39.9 122 PARKFORTHENIGHTJUSTOUTSIDEOROFINO

12

13

14

20.2

21.1

23

24.4

26.8

US 12

US i~US 12

US 12

US 12

4

4.2

2.4

10

10

7

Road Expands To 3 Lanes

FLAGGER STATIONFLAGGER STATION

turn Out In Front Of The Convenience Store At Rose Bud Lane

3 Lane Road

Pilot Cars And Signage

Flaggers And Signage

Hold Load Right Move TrafficAround Both Ways

Hold Traffic Here Move LoadThrough Safely

Emmett International Primary Pull Olts . Coke Drums

ID - DAY 21 38.8 US 12 0 10 Start Heading East On USia OnOrAround 1iPM

2 39.7 US 12 0.9 Four Lane From 39.7 To 44.0 Pilot Cars And Signage Hold Transport Right Direct Traffic

Around39.8 USia FLAGGER STATION

3 46 USia 6.3 15 3 Lanes Pilot Cars And Signage Hold Load In Right Lane MoveTraffic Around Both Directions46.6 US 12 FLAGGER STATION

4 48.5 USia 2.5 5 RockWalI FlaggerAndsignage LeanTransporterAndTravelAroundCorner Then Level For Transport

5 48.8 USia o3 5 Turn Out 200’ X 40’ Flagger And Signage Hold Load In Wide Area MoveTraffic Around

6 49.4 USia o.6 5 Wide Rock And Paved Area Flagger And Signage Hold Traffic On Paved Area Allow

Transport To Pass.495 US 12 FLAGGER STATION

7 51.6 US 12 2.2 5 Hwy ii Intersection —3 Lanes Pilot Cars And Signage Hold Load Right Move Traffic

Around.8 53.1 USia i.~ 5 3 Lanes To MM 53.8 Pilot Cars And Signage Hold Transport Right Direct Traffic

Around54.1 USia FLAGGER STATION

9 54.7 US 12 i.6 ~ 3 Lanes To MM 54.9 Pilot Cars And Signage Hold Transport Right Direct Traffic

Around10 58.6 US 12 3.9 10 Turn Out On Left Side Flagger And Signage Stop Traffic Load Will Proceed

Around Traffic58.7 usia — FLAGGER STATION11 58.7 US 12 0.1 5 Concrete Barriers

12 60.8 USia 2.1 7 3 Lanes To MM 6i.o Pilot Cars And Signage Hold Transport Right Direct Traffic

Around13 6i USia 0.2 5 N Side Large Area Flagger And Signage Hold Load In Area And Move Traffic

Around6i.i US Ia FLAGGER STATION

14 65.i USia 4.1 10 3 Lane To MM 65.6 Pilot Cars And Signage Hold Transport Right Direct Traffic

Around15 65.7 US 12 o.6 5 Wide Rock And Paved Area Flagger And Signage Hold Traffic Allow Transport To Pass

65.75 US 12 FLAGGER STATION

i6 65.9 US 12 0.2 5 Kamiah Idaho Flagger And signage Hold Traffic On Side Roads Allow

Transport To Pass17 67.5 USia 1.6 8 Turn Out Just After The Bridge FlaggerAnd Signage HoldTraffic until The Load Crosses

The Bridge68.3 usia FLAGGER STATION

18 71.4 USia 3.~ 7 South5ideTurnOut FlaggerAndsignage HoldLoadAndMoveTrafficAround

19 73.7 USia 2.3 ~ WeighstationTurnout73.7 PARK ~ In PARK FOR THE NIGHT

Emmert International Primary Pull Offs - Coke Drums

ID - DAY 31 73.7 USia 0 10 Start Heading East On USia On Or Around iiPM

Pull Off On south Side Of 1012 That Could Be Utilized For Traffic Hold Transport And Direct Traffic2 77.4 US 12 3.6 8 Flagger And SignageRelief. Measures 250’ X 25’. Around

77.6 USia — FLAGGER STATION3 8i.i US 12 3.7 10 Using Traffic Control Proceed Under Gondola Pilot Cars And Signage Transporter Continues Transport

Pull Off That Could Be Utilized For Traffic Relief. Measures 300’ Hold Transport And Direct Traffic4 81.6 Usia 1.5 10 Flagger And SignageX32’. Around

5 83.1 US 12 0 5 5 Hold Traffic In Large Paved Intersection Flagger And Signage Hold Traffic Allow Transport To Park

83.1 USia — FLAGGER STATION88.6 US 12 — FLAGGER STATION

6 91.5 USia 8.4 15 Pull Off That Measures 220’ X 27’. Flagger And Signage Hold Transport And Direct TrafficAround92.8 USia — FLAGGER5TATION

Paved Pull Off At Wild Goose Campground That Measures 190’ X Hold Transport And Direct Traffic7 95.3 USia 3.8 10 FlaggerAndSignage52’. Around

stop Traffic On Paved Area Allow8 97.2 USia 1.9 7 Cougar store Blacktop Parking Area, Traffic Control Area Flagger And SignageTransport To Pass973 US12 — FLAGGER5TATION

Hold Transport And Direct Traffic9 103.7 USia 6.5 15 Large Area East Bound Side 175’xi8’ flagger And Signage Around

103.9 USia — FLAGGER STATION107.1 USia — FLAGGER STATION

10 109.9 US u 6.2 15 traffic Control Area 80’X15’ Flagger And Signage Hold Traffic Move Traffic Aroundno.6 USia — FLAGGER STATION1i6 USia — FLAGGER STATION

Rock Wall Along ID 12 And Potential Pull Off That Could Beii ii64 USia 6.7 15 Flagger And Signage Hold Transport Move Traffic AroundUtilized For Traffic Relief.Paved And Rock, Measures azo’ X 25’.12 117.6 USia 1 5 Point Of Interest Area, Paved Area Flagger And Signage Hold Traffic Move Traffic Around

Fish Creek Rest Area. Measures 500’ X too’. flea Could13 120.3 US 12 2.7 10 Emergency Stop OnlyAccommodate Parking Of Two Transporters.

12073 USia FLAGGERSTATION125 USia FLAGGER STATION

PARK FOR THE NIGHT AT LARGE PULL OFF THAT MEASURES14 126.9 US 12 6.6 15 Flagger And Signage Hold Traffic Allow Transport To Park300 X 70

ia6.g usia 53.1 140 PARK FOR THE NIGHT

Emmett International Primary Pull Olts - Coke Drums

ID-DAY41 126.9 US 12 0 5 Depart Parking Area Flaggers And Signage Hold Transport Direct Traffic Around

127 us 12 FLAGGER STATION2 uS uSia i.~ 5 Section Of ID ia Consisting Of Three Lanes.

3 130.3 us 12 2.3 10 Pull Off Measures 250’ X 55’. Flaggers And Signage Hold Transport Direct Traffic Around

View Of Potential Parking Area And/Or Pull Off Area. Measures4 132.5 us 12 2.2 10450’ X 6o’.

132.6 us,~ FLAGGER STATION135.4 us 12 — FLAGGER STATION

5 135.7 usia 3.2 10 Pull Off. Measures 290’ X 32’. Flaggers And signage Hold Transport Direct Traffic Around

Hold Traffic In Wide Spot As Load6 138.4 usia 2.7 10 Large Paved Area For Traffic Control Flaggers And SignagePasses.Large Paved Pull Off That Measures 400’ X 100’. This Could Be7 139.1 usia 0.7 5 Flaggers And Signage Hold Transport Direct Traffic Aroundused For Parking Or Traffic Relief.

139.4 usia — FLAGGER STATIONSlow Moving Traffic Turnout Lane That Could Be used To Clear8 142.4 usia 3.3 10Traffic.Large Pull Off That Could Be utilized For Parking. Measures 6oo’9 143.2 us 12 o.8 5x So’. Flaggers And Signage Hold Transport Direct Traffic Around

143.3 us 12 FLAGGER STATION

10 146.5 usia 3.3 10 Pull Off That Measures 175’X 40’. Flaggers And Signage Hold Transport Direct Traffic Around

11 147.6 us ia 1.1 ~ Large paved Area For Traffic Control Flaggers And Signage Hold Transport Allow Traffic To Pass

147.7 usia FLAGGER STATIONPull Off That Can Be utilized For Traffic Relief. Measures 250’ X12 151.7 us 12 4.1 12 Flaggers And Signage Hold Transport Direct Traffic Around

— 55’.13 152.9 us 12 1.2 5 Pull Off That Can Be used For Parking. Measures 500’ X 5o’.

153 USia — FLAGGER STATIONPull Off On North Side Of ID 12 Just After Bridge Crossing. Hold Traffic In Wide spot As Load14 153.8 usia 0.9 5 FlaggersAndsignageMeasures 250’ X 45’ And Can Be Utilized For Traffic Relief. Crosses Bridge

~ us 12 — FLAGGER STATION

15 158.5 usia 4.7 15 Road IsThree Lanes up To MM 159. Pilot Cars And Signage Hold Transport Direct Traffic Around

i6o us 12 — FLAGGER STATIONLarge Pull Off On south Side Of lOia That Can 8e utilized Fori6 i6o usia 1.5 8

Flaggers And Signage Hold Transport Direct Traffic AroundTraffic Relief. Measures 300’ X 5o’. use Only If Needed163.5 us 12 FLAGGER STATION

Hold Traffic Allow Transporter To17 163.5 USia ~.s ii Large Rock And Paved Area For Traffic Control Flaggers And SignagePass

Pull Off On south Side Of Id ii That Can Be utilized For Traffic old Or Slow Transport Directi8 u6~ USia 1.5 10 Flaggers And Signage Traffic AroundRelief. Measures 225’ X 35’.

Emmert International Primary Pull Offs - Coke Drums

169

Pull Off That Can Be Utilized For Traffic Relief. Measures 200’ X Hold Or Slow Transport Direct20 167.5 US12 i.8 io FlaggersAndsignage40’. Traffic Around

167.6 US 12 FLAGGER STATIONPull Off That Can Be Utilized For Traffic Relief. Measures 200’ X Hold Or Slow Transport Direct21 168.6 USia 1.1 10 FlaggersAndSignage40’. Traffic Around

US 12 FLAGGER STATIONLarge Chain Up Area That Measures 450’ X 70’. Could Be A Hold Or Slow Transport Direct

22 169 US 12 0.4 10 Parking Area. Emergency Call Box Location For Dispatch To ISP. Flaggers And Signage Traffic AroundISP Will Be Accompanying Load The Entire Way.

1705 US 12 — FLAGGER STATION

24 171.1 US 12 1.2 15 Pull Off On North Side Of ID 12. Measures 350’ X 56’. Flaggers And Signage Hold Or SlowTransport Direct

Traffic Around25 171.5 US 12 0.4 10 Start 3 Lanes To MM 17L0 Flaggers And Signage Hold Transport Right Allow Traffic

To Follow Pilot Carz6 172 US 12 0.5 15 Pull Off That Measures 350’ X 40’. Flaggers And Signage Hold Or Slow Transport Direct

Traffic Around172.1 USia FLAGGER STATION

27 174.2 USia 2.2 15 Rest Area Across From Visitors Center At Lob Pass. Flaggers And Signage Hold Or Slow Transport Direct

Traffic Around‘74.39 US 12 — FLAGGER STATIONPARK 47.3 257 PARK FOR NIGHT. JUST OVER IDIMT BORDER

LINE ITEMS IN GREEN SIGNIFY FLAGGER STATION

Note: Emmert has proposed to add a third truck to the load at IDT’s request in order to increase average speed of the load up the Lob Pass grade, just past the Crooked Fork Road.

Miles ti~~]39.9 12234.9 12253.1 140

47.3 257175.2 5i6

23 169.9 US 12 0.9 10 Start 3 Lanes To MM 170.5 Flaggers And Slgnage Hold Transport Right Allow Traffic

To Follow Pilot Car

19 1657

i6~.8

US 12 0.7

US 12

10 Pull Off That Can Be Utilized For Traffic Relief. Measures 400’ X Flaggers And Signage75’.FLAGGER STATION

Hold Or Slow Transport DirectTraffic Around

ID-Day,ID-Day aID-Day 3ID-Day 4

Total Idaho Travel

59’—3%’

0-636’

185’

A —---i

53.-

P4 IL~

‘06.-li

19—2’

C5. ‘0.—I’

DI 02

‘—0’JI

ar—I’ 4’~J2

13’a .14

6’

BTart Nat

Axle Wig),’ WaightGion Wheel.lb. per lint

Pull TruckSIDI02

—---IA

‘—0’

Load- lbspar Wheel

135001075010750

TireWidth

P TI 12Is’

256094129472

14’616’

LaO InchLa. ding

16060 I20222420222.4

‘—O’

244

di[6’

fl T4

6030.054650565056

4-Dolly JeepJIJ2a‘.14

4.—a.

14IIII

This configuration ma ycrose

16900169001690016900

IS’TB TO

0.

574 lbs/in460 lbs/in480 lbs/in

24833 41733.)24823 41733124833 41733.)24833 41733.)

2-Doily Jeep

l9’—2’52

8888

requirements (see above) with the exception of the following bridges -

5217521752175217

Arrow Bridge at HP 14.960Maggie Creek at HP 78 820Fish Creek at HP 120.098

5-

every bridge on US 12 between HP 2.45 and

1750017500

11IIIIII

03 Dl

3020930209

474 lbs/in474 ti/in474 tI/in474 lbs/in

47709.347709.3

listed bridges-

HP

8B

174.42 with

59645964

6-Dolly Trail spot/erTI 15050 3225712 15950 32257•T3 15950 32251T4 ‘5950 3225715 ‘5950 32257‘TO 15950 32257

Total 233,300 374600

special

IIII

Helper dollies C as BhOI,II in drawing no. 0091302-01—16) must be added for the load to Cross the

542 lbs/in542 lbs/in

:‘Currenl Proiec0s~G091302 -

46207 448207 448207.448207 448207.448207 4608,100

888888

602660286026602660266026

ItIIIIIIIIII

548 lbs/in548 ta/in545 lbs/in548 lbs/In548 lbs/in545 lbs/in

Push Truck52 1600003 2000004 20000

Total 281,300

106

000

374600

160602000020000

GM 106

244Ill

800050065000

14III,

571 lbs/tn455 lbs/tn455 lbs/in

0 i’d E.

I * *

T~8SPOR1ATION VIEW13 008/3 SUSPENS~N SlAB) SYSISU

SwiSs Colts DRUM SSCIOI

SECTION A—AEND ELEVATION

3517110 0AM727 ~0’fl PC

2151110 010~E 000ØICAIION PC

I cwncS CNG AOJOOIT CaMEALA DATE DASCAtICN

N T D N N A 7 I 0 N A L

T~j4StogTAT~N ‘jEW•200U.Y SUSPENS~N 6EMA SYSTEM

LCSS~R COOP DWaI SSC7~N

— .CI*IP.001flI ~~ElT

tztr Z~ I~2~G09130201-Il 2

22’—S 1/4’

SECTION B—B

tCu,renl ProiecIs~GO913O2-ConocoPhifr.BiIIinps~1Drawi,ps~SCurrenlDWG5’~GO9130201-1l Perni(Dnjm2.dwo312120102:46:SSPM. 1:124.445

SI 13500 1761 15264 2 7632 14 545 lOtusDI 10750 6526 17276 4 4319 II 393 BaSin02 10750 6526 17276 4 4319 1 I 393 BeSts

8 42518 4251

42518 4251

2-DoIly .1Sep.15 *7500 2081’ 28311 8 4789.16 17500 20811 28311 B 4789

Helper DolliesMl 2850 29150 22000 B 4000H2 2850 29150 22000 B 4~H3 2850 29*50 22000 B 4000544 2850 29150 22000 B 4000

6-DulLy Tiunsporter11 15950 22222 28172 B 477212 15950 22222 28172 8 477273 15950 22222 28172 B 4772T4 15950 22222 28172 B 477275 5050 22222 28172 8 4772TO 15950 22222 28172 B 4772

Total 244.700 374000 619500 138Pus?. T,., cit

ri JL~

Tare Net Gtoss Wheels bed- Ibo Tire LaS InchAxle Weight WeighI lbs per line per Wheel Width LoadingPull T.uclr

4-Dolly 4eepJI 16000 17108 345075J2 16900 17108 34007 5.13 16900 17108 340075.14 16900 17*08 340075

Fish Creek at NP 120.098

Helper dollies suet be added as shown above for the load to cross the bridges listed below.Rrrow Bridge at NP 14.960Maggie Creek at NP 78.820

II 266 bEtelII 386 mittsii 386 tsIeiII 386 ms’s

II 435 iSatiilII 435 teSts

9 444 lOatis9 444 585.59 444 I0sSO19 444 Win

II 434 tWinII 434 lOtusII 434 SatinII 434 Ibstinii 434 I0sl,nII 434 titles

52 ‘6000 0 16000 2 8000 14 571 toWel03 20000 0 2~0 4 5000 II 455 bills04 20000 0 10000 4 5000 II 455 lOtus

Total 300.700 374.800 675.500 ‘48D:\Currenl NrolecI0tUO~13l22- ljOn000Nhdepa blwmgBi1uraw,lIosaluuIrenluwub~uus1.1uz-u1-l6 Permit 00502 HD.dWQ. 31212010 3:48:11 PM. 1.171.157

ltef2eg 400eoioWPeoIssH€LflaealJss I SAClxvi 0-alt I oesa~o~ I

aI SI 1 B II N A T I C N * L

e-a485 slams-mN* *

i_liaIse ~EMls~ ls-naons

TSASdPORTATIOO4 SlEW II flOUT SU5PEN5~N BEAMSYSTEM WI hELPER OOLISS FOS LOWER COIlS DRUM #2

&T 1890015 COSEIC Moe 76.025 5gM CROCK MM 120

PtMlfiOW4 s- —. anEll ~.oa I~’~O44l2Es

G091302-0l-16 I

SECTION A—ASHOWN IN RAISED POSITION

TO ACCOMODATE HELPER DOLLIES

SECTION B—BSHOWN IN RAISED POSITION

TO ACCONODATE HELPER DOLLIES

END ELEVATIONSHOWN IN NORMAL TRAVEL

j 29’

2’

SECTION C—CSHOWN IN NORMAL TRAVEL

POSITION

14’—6’ • ~~IaOl~ •tOEDLOWP*OnIIIEInRDOUIS •~CI OCSC~W•fll *4,4

NT€F41•4A i’ i 0 i*~ a L

* *.___~ __n_._

T~ISPORTAJION aw 12 DOILY SUSPENSO~ GEMAS’VSTEJA Y*4 HElPER 0OU.ES FOR LOWER CORE DRUM 12

AT 10064 CREEK MM 76134 FISH 0446* MIA l~

2i~i I~OI4 1E*12ElPOSITION

):\Cuironl Proiecls\009l302 - Con000PNUirl aa,qs~1D,awinOS~5CUwreflIOWGS~G09l302-01-16 Pemil Drum2 HO.&lq. 3/212010 3:48:43 PM, 1:124445G091302-O1-16 I

~~‘E~i 4~~ILi

________ I N T C R N .4 T I 0 N A I \GINEERtO r~,lNSPORT’ PIGGInG - STPUCTUR~ PROCAIIGN

VI’ “lAY MP INC 1.i II.

WHEREAS EMMERT INDUSTRIAL CORP., dba EMMERT INTERNATIONAL (‘Emmerl”)and the IDAHO TRANSPORTATION DEPARTMENT (“ITD”)(collectively “Parties”)wish toamend and restate Emmert’s Indemnification Obligation to ITD: and,

WHEREAS Emmert acknowledges and agrees that under the laws ci the State of Idaho, thecourts of the State of Idaho will have personal and subject matter jurisdiction over actionsagainst Emmert ansing out of any wrongful acts or failures to act committed by Emmert inIdaho while Emmert transports cargo for ConocoPhilips; and,

WHEREAS Emmert has obtained insurance coverage specifically to cover liability that mayarise and has made lTD an additional insured with waiver of subrogation under said policyand which policy includes coverage for damage to public and private property; and,

WHEREAS Emmert acknowledges that the insurance policy reflected in the Certificate ofLiability Insurance attached hereto as Exhibit A is intended to also protect private individualsand public and private entities from bodily injury and property damage arising out of anoccurrence” during Emmert’s utilization of roadways and infrastructures in Idaho for thepurpose of transporting cargo for ConocoPhillips for the coke drum transportation project.

THE PARTIES HEREBY AGREE:

Emmert Industrial Corp. (‘Emmert”), dba Emmert International. shall indemnify, defend andhold harmless the Idaho Transportation Department (“lTD”)and the general public, to thelimits of the policy reflected in the Certificate of Liability Insurance attached hereto as ExhibitA, from and against any and all claims for damage, during and arising out of Emmert’sutilization of roadways and infrastructures in Idaho for the purpose of transporting cargo forConocoPhillips for the coke drum transportation project. Emmert agrees to assume and bearthe full risk of loss, up to the available limits of the policy attached as Exhibit A, for any injuryand/or damage to public or private property, during and arising from an “occurrence” whilecrossing over the state’s roadways and infrastructure during the coke drum transportationproject

This agreement shall replace and supersede that certain Hold Harmless Agreement signedby Terry Michael Emmert on or about August 16, 2010

Emmert IntemationalTerry M. Emmert

by its Vice President

ii - :3’ -go —_____

Date

Ci,ckarnas Office. I 311 SE Hwy 212 — Ciackain,is. Oreqon ‘37015’ Phone 503.655.7131. Fax 503.6S0.22$9

B

“xhihir.3

ACORD. CERTIFICATE OF LIABILITY INSURANCE IPOD B (541) 687—1117 FAXt (541) 342—8280 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION

ONLY AND CONFERS NO RIGHTS UPON [HE CERTIFICATEWard Insurance Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND ORp o Box 10167 ALIER THE COVERAGE AFFORDED BY lifE POLICIES BELOW.

Eugene OR 97440 !NSURERS AFFORDING COVERAGE NAIC ~TIS~JRED ~ 4. Scottsdale Insurance Co.En,zuert Industrial. Corp. >,,.~~t~Anierican States Insurance 1970411811 SE Highway 212 ,1~*R. Westchester Fire Ins. Co.

,.~J. REP 0 _________

Clackanas OR 97015COVERAGESTHE POliCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOIV.4THSTANOING ANYREQUIREMENt TERM CM CCNOI1ION CE ~NY CONTRACT CR OTHER DOCIJMENT ‘MTh RESPECT TO ~HICH THIS CEP.TIF1C4TE MAY BE ISSUED OR MAY PERTAIN[HE iNSURAnCE .*~o~oeo BY THE POtICIES DESCRIBED HEREIN IS SUBJECT To ?LL THE TERMS. EXCLUSIONS AND COIJDI11ONS OF SUCH P’YJCIES.AQQR~G4ICSiMIn.Sn~W(Nh1a1tt&VE ~g aft~Q.vcEQ.QtPSQ cLsr~is...__ _______________ _________TISRIADUL I POLICY EFFECTIVE POUCY C~PIRATiONTB INTRO TIPEOF INSURANCE I POLICY NUMBER DATEII.IMIOCrfYI DATE IMM400IYYI LIArSAf ~ENEPALLLABILITY 8CS0022710 9/21/2010 9/21/2011 ikv.F..CCIRHRNLE i,ooo,oao

~ ~jM~ AL ,EPIERAL UANLITV I ~~1~?~9P.I S 50,000

~ ~LAIP~ MADE .~CCIJR jpfl sw ~n1 .4tj’fS~’ S Excludee.I XJ HOOK LIABILITY URSCN.’LS .~Dv iNJURY 4 1, 000, 000

~ CVER THE ROAD .~Y4ER.~L ~GGPEG?rE 2, 000, 000I .Cnl1.i~CGREGATELIMiT AFOtIESIER ..FIijCJlJI’Ts. j’i.WC’P .%,4.i $ 1. 000, 000~flL~

3 AUFOMOBILELIABILITY 01C126837220 9/21/2010 9/21/2011 ~, •~J~fflCJ~(~ T.~ifEi,,cc~lw’q 1,000,000X I AllY Air’)

‘IL ~.JiED AUtOS OILY IrIMJRY I,k.IIED’JLEDAUTCS S,n)

.!_4 HIRED Al) FUS “)ILY ilIjIJAY11(114 .~IiED AUVS

—__________________ RGFERT(DnA4aE 3~ I o,

ARAOE LIABILITY I .i)1~C • NLY E~ A, CENT.IIYAU’C nSRT-IAH PA’ -. I,rJ ~or If

C ExcEssuMopaLa LIABIliTY 0241627220 9/21/2010 9/21/2011 AeHe,~TRRP,b E 10,000, 000~*j uCtUk JIMS’AACE .y~pE~4rE 10,000,000

C~U4_IIELE 1X rrTrITnH lOvED IT

i V,ORKERS COMPENSATION AND T’&~.W5 ru-IEMPLOYERS LIABILITY-114’ ROr~1ETCPfflAR’I1CWE~EOJTI’E VtF±’I~CC’CEHT.‘ rIccRtIEtElCR CICILCCD? EL cIra~sE PA F’.IPLCtF.Flt1 n. 40iD S1It1-retlAl PR \I rtIISH4CW FL nIeFACErriII fl ‘lIT S0 TA4ER

CESCRIPTION OF CPO~ATIoNSlLOcATIONSFYEIIIcLES’ExcLUSIoNS ADDED BY C3~DORS&.lENTTSPtCIAL FBO~SIONSIDAHO DEPARThEHT OF TRAHSPOWPATIDH IS All ADDITIONAL INSURED WITH WAIVER F SUBROOATIOtI. PROTECTION OF IDAHODEPARTIIEIIT OF TRANSPORTATION ROADWAYS AND IIIFPASTRUCTURES (N.!. OPERATIONS) FOR AllY DAMAGES INCURRED DURINGTPMISPORTATION OF CCII000PI1TLLTPS COKE DRUMS. (AS IS3UED BY IDOT PERMIT APPROVAL)

CERTIFICATE HOLDER CANCELLAflON(208) 334—8000 SHOULD StAY OF THE AeO~E CESCRIBED POL ES BE ~‘A14ELLED .IEFCRE THE

IDANO TRANSPORTATION DEPARTMENT EXP!RATION DAlE THEREOF NE 530140 Mi RER .4111. ENDEAVOR TO 9~3311 W. STATE STREET 30 DAYS WRITTBII NOTICE TO THE ERTEICATE HOLDER NAMED TO THELEFT BUTp.o. BOX 7129 FAILUHE TO DO SO 5H,LLIMPOSETAO OUGAT ON CR LIABILITY OF ANY~ MD UPON THEBOISE, 10 83707—1129

TISURER ITS AGOITS A REPRE ENTATI’ ESAU1’HORIZED REp~€sENTgrr,EIi I I -I I 4,n

ACORD 25 (200108)1115025 ‘.1 ‘

ACORO CORPORATION 1988

‘C‘I ~