G

F

E

D

c

B

A

L

12 1 1 10 9 8 7 6 5

•·. I I I I

8335' HORIZONTAL DISTANCE

4 3

DRAWING IS FOR INFORMATIONAL USE ONLY. CENTERLINE STATIONS AND MILE POST ARE BASED ON AUGUST 15, 2012 CENTERLINE AND MAY BE SUBJECT TO CHANGE.

8721' PULLBACK MAKE-UP AREA~ SHOWN

COUNTY

2 1

INSTAUATION NOTES

1) ACCESS: ALL EQUIPMENT MUST ACCESS THE SITE ALONG THE CONSTRUCTION RIGHT-OF-WAY FROM PUBLIC OR APPROVED PRIVATE ROADS.

2) VEHICLE AND EQUIPMENT ACCESS CROSSING MAY BE INSTAU.ED IF APPROVED BY THE ENVIRONMENTAL INSPEI:TOR.

26DO 1----l--+----l--+----l--+--t"==!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====~8~4~17~''H~D=D~LE~N=GTH~=+====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====~---l--+----l--+----1 2600 J) WORK SPACE: WORK SPACE LIMITS ARE DEPICTED. CL.EARING WILL BE

RESTRICTED TO THE WORK SPACES INDICATED AT THE ENTRY AND EXIT POINTS AND PUL.L8'CK MAKE-UP AREA ALONG THE RIGHT-OF-WAY. CL.EARING BETWEEN THE ENTRY AND EXIT POIN'ffi IS LIMITED TO THE MINIMUM AMOUNT NECESSARY TO STRING LOCATION WIRES AND

HDD ENTRY POINT STA: 0+90.00

2200 1---+---+ ELEV: 2347.48'

POINT OF CURVATURE STA: 17+07.51

1800 !---+---+--+---+---+--+---+---+--+---+- ELEV: 2003.67'

1400 GROUND PROFILE WAS GENERATED FROM D.E.M. DATA AND CIVIL SURVEY WHERE AVAILABLE.

POINT OF TANGENT STA: 24+55.99

--+---+---+--+---+---+- ELEV: 1925.00'

POINT OF CURVATURE STA: 61+23.25

+---+---+-----l----+---+---+---+---+---+---+-- ELEV: 1925.00'

uses SOIL CLA$Slflr.A.TIQN

(.', ro:J G0~,.-,!i11- GRADED (;"\ 99•9•9 SP=POORL Y GRADED f9\ F///) ~:'yLOW PLASTICITY (.";'\ P771 OH-HIGH PLASTIC TY @E:"'"J Q i:"'El \.V ~ •1:..1... \.:::./ •e•e•e SAND \V ~ ....,.. \!.:::.) tL:.:.::.J ORGANIC SILT/CLAY 17 t::::::::::::J SHALE ~ t;;J;;;j LIMESTONE r.;\ I § .• ·· I 00•,·.~°'' v GRADED ,.., FIRl'l QI rmm OL·LOW PLASTlCrIY = ~ =[:RI 0 ,;;;;, i==i \.V ei . . •1:..1... ~ t1BJ:I SM=SILTY SANO ~ lli.l.UJ ORGANIC SILT/CLAY & ~ WATER ~ ~ RAVEL '81 § MUOSTONE

l--f-----+--+---f-----+--+---+---+---+---+----+---+---+l 0[Ilfil GM•SILlY GRA\£1... 0~ SC=CLAYEY SAND @IIIIID ~1~THIGH PLASTICITY @[?(~PEAT @D SANDSTONE @p::s::::::J MARL

POINT OF TANGENT STA: 68+71.74 ELEV: 2003.67'

24DO

22DO

20DO

18DO

1600

1400

INSTALL PUMPS AND PIPING TO OBTAIN WATER (WHERE APPROVED).

4) WATER SOURCE: DRILL WATER AND PRE-INSTAl.l.ATION HYDROSTATIC TEST WATER SHALL BE OBTAINED FROM AN APPROVED SOURCE. THE CONTRACTOR SHALL SCREEN THE INTAKE HOSE TO PREVENT THE ENTRAINMENT OF FISH OR DEBRIS AND IN ACCORDANCE WITH THE CONSTRUCTION M111GA110N AND RECLAMATION PLAN (CMRP) AND PROJECT REQUIREMENTS. THE HOSE SHALL BE KEPT OFF THE BOTTOM Of THE WATER BODY.

5) HYDROSTATIC TEST: PRE-INSTALLATION HYDROSTATIC TEST SHALL BE CONDUCTED IN ACCORDANCE WITH PERMIT REQUIREMENTS. THE CONTRACTOR SHALL DISCHARGE HYDROSTATIC TEST WATER IN ACCORDANCE WITH PROJECT PERMITS. DISCHARGES WILL BE SENT BA.Cl< TO THE WATER SOURCE UNLESS OTHERWISE OIRECTED BY THE EN\/IRONMENTAL INSPECTOR. DISCHARGES SHALL NOT CAUSE EROSION OR SEDIMENTATION. TO REDUCE THE VELOCITY OF THE DISCHARGE, THE CON'mACTOR SHALL UTILIZE AN ENERGY-DISSIPATING DEVICE ~ DESCRIBED IN THE CMRP.

6) SPILL-PREVENTION: ALL PUMPS SHALL BE SET IN SECONDARY CONTAINMENT AND IN ACCORDANCE WITH THE SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN (SPCC). EQUIPMENT AND PUMPS OPERATING WITHIN 100 FEET OF ANY WATER BODY OR WETl.AND SHALL BE OPERATED AND REFUELED IN ACCORDANCE WITH THE SPCC PL.AN. EQUIPMENT REFUBJNG AND STORAGE OF HAZARDOUS IMTERIALS, FUB.S, ETC. SHALL BE CONDUCTED AT LEAST 100 FEET FROM WATER BODIES AND WETl.ANDS. EACH CONSTRUCTION CREW SHALL Kl.VE ON HAND SUFFlCIENT TOOLS AND MATERIALS TO STOP LE'AKS AND SUPPi.JES Of ABSORBENT AND 8'RRIER IMTERIALS TO ALLOW RAPID CONTAINMENT AND RECOVERY OF SPILLED MATERIALS.

7) EROSION AND SEDIMENT CONTROL: CONTRACTOR SHALL SUPPLY, INSTALL AND MAINTAIN SEDIMENT CONTROL STRUCTURES IN ACCORDANCE WITH CONTRACT DOCUMENTS. CONTRACTOR SHALL INSTALL ADDmONAL EROSION CONTROL STRUCTllRES ~ OIRECTED BY THE ENVIRONMENTAL INSPECTOR.

B) TOPSOIL SHALL BE STRIPPED ~ REQUIRED BY PROJECT SPECIFICATIONS.

9) PRIOR TO PIPE PUL.L8'CK, CON'mACTOR'S ACTUAL DRILL PROFlLE SHALL BE SUBMITTED TO KEYSTONE FOR APPROVAL

1D) INSTAl.l.ATION: THE PIPE SECTION FOR THE DRILLED CROSSING SHALL BE MADE UP WITHIN THE RIGHT-OF-WAY AT THE DRILL EXIT POINT~ SHOWN. CONmACTOR SHALL ASSESS THE NEED FOR AND SUPPLY APPROPRIATE BAL.LAST DURING PULL.BACK.

11) MUD OISPOSAL: CONTRACTOR SHALL DISPOSE OF EXCESS DRIWNG MUD ~ DIRECTED BY THE COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS. UNOER NO CIRCUMSTANCES SHALL DRIWNG FLUID BE OISPOSED OF IN WATER BODIES OR WETLANDS. ANY DRIWNG MUD WHICH INADVERTENTLY EXITS AT POIN'ffi OTHER THAN THE ENTRY AND EXIT POIN'ffi SHALL BE CONTAINED AND COLLECTED TO THE EXTENT PRACTICAL AND DISPOSED OF ~ DIRECTED BY THE COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS.

12} CLEANUP/STABILIZATION/RESTORATION: ALL DISTURBED AREAS SHALL BE RETURNED TO THE ORIGINAL CONTOURS. DISTURBED AREAS SHALL BE SEEDED ~ SPECIFIED IN PROJECT DOCUMENTS.

1 J) NOMINAL WORKING SPACE DIMENSIONS ARE SHOWN. LARGER AREAS

1200

Horiz. Scale: 1 .. , = 4,oo· ©f:;'.od:;~u.GRAoEo ©ITIIIJ)~itTLowPLAs11arr @~ ~~1GHPLAsTic1rr @OTOPsoiL @[::::3siLrsTONE @t?iiilCLAvsroNE Vert. Scale: 1" = 20D' -1-1-1-1-1-11-1L---=;=~-~-~-~==-,.-~-~-~-=::::;::-~-~-~--'::::;::=--~-~-~-...;:::=~-~-~--,--:=::;--~-~-~-~-~J--l-1-1-1-1-1-1-i-1-1-1---i 1200

IMY BE REQUIRED IN IRREGULAR TERRAIN. UPDATED DIMENSIONS IMY BE PROVIDED AFTER LOCAL TOPOGRAPHICAL SURVEYS ARE PERFORMED.

14) PIPBJNE DATA: JS"O.D. x D.S1B· W.T. API 5l PSL 2-X70M W/ 14-2D MILS FBE le 16-2D MILS ARO (NOT TO EXCEED 40 MILS lOTAL)

-8+00 -4+00 o+oo

>::i 0 oFo +a 0

4+00 8+00 12+00 16+00 20+00 24+00 28+00 32+00 36+00 40+00

? -" ..... +..: _, .....

I

ffi

44+00 48+00 52+00 56+00 60+00

9 "' " ... ~ +-_, "'"' I

ffi

64+00 68+00 72+00 76+00 80+00

~ I

"" ""' +..: "' I "'"' I

I m

84+00

!z oo O"-,Ot: 'i' 1:S .. "'" " I

88+00 92+00 15) PIPBJNE DATA: JS"O.D. X D.485• W.T. API 5l PSL 2-X70M W/

14-2D MILS FBE

LEGEND POINT Of INTERSECTION (P.I.)

ENTRY OR EXIT POINT

PIPELINE DATA f-------MLP-------+-------------------------------PIPEl.JNE DATA: 35• 0.0. X 0.7..a· W.T. API SL PSL 2-X70M W/ 14-20 MILS FBE &: 16-20 MILS ARO (NOT TO EXCEED 40 MILS TOTAL)----------------------------------------------+---------MLP--------<

0

• " qi,

GEOTECHNICAL BOREHOLE

LENGTH SCALE: N.T.S. 250'

TOPSOIL SALVAGE METHOD

STREAMS

WETLANDS

TIMING CONSTRANTS

MILEPOST

MONITORING

RECLAMATION

SPECIAL CONSIDERATIONS

REFERENCE DRAWINGS

DRAWING No TITLE 4367-03-ML-02-028 ALIGNMENT SHEET

TC_UD_BR.DWG 22X34

HDD ENTRY

REV No

A

B

DATE

2012-03-30

2012-09-07

REVISION

DESCRIPTION

ISSUED FOR REVIEW

UPDATED CENTERLINE (2012-08-15)

LIMIT OF PERMANENT EASEMENT

PROJECT CODE

2095406

2095406

DRAFTER

AH

JB

DRAFTING CHECKER

YL

YL

APPROVAL DESIGNER

BS

BS

DESIGN CHECKER

REW

KM

PROJECT MANAGER

RG

RG

COMPANY

EXP

EXP

15D'

HDD EXIT

PROFESSIONAL ENGINEER/RPT PERMIT/ ENG. APPROVAL

RAYMOND E. WAl.l.ACE, JR. PE SD - 10070

DATE

PRELIMINARY

REV. NO. DATE PERMIT NUMBER:

CADD DRAWING: DO NOT MAKE MANUAL REVISIONS

FIA #

SCALE

TransCanada In business to deliver

MLP

--//--

.: .:1

I

POWERPOLE

MAINLINE PIPE

PIPELINE

FOREIGN PIPELINE

EDGE OF WATER

PRIVATE ACCESS SHOO FLY ROAD

COUNTY BOUNDARY

WATER LEVEL

USA.COE CONSTRUCTION REFERENCE POINT

WEllANDS

PERMANENT EASEMENT

TEMPORAR'I' WORKSPACE

ADDmONAL TEMPORARY WORKSPACE

exp Energy Services Inc. I: +1.850.365.54411 f: +1.850.385.5523 1300 Metropallan Blvd Taleih11B81111, FL 32306 USA

www.up.ccm

KEYSTONE XL (NPS 36 2014) FAITH SECTION

4367 CHAINAGE: MP 433.58 DISCIPLINE # 03

HOD INSTALLATION XL PROJECT

SOUTH DAKOTA

BRIDGER CREEK KEYSTONE

HAAKON COUNTY, DRAWING No

AS SHOWN 4367-03-ML-03-003 REV B

PLOTIED SIZE: ANSI D (22x34)

E

D

c

B

A

f----+---+--+ --+---+---+---+---f-- --l- 2050' HORIZONTAL DISTANCE USCS SQIL C(,ASS!f!CATION 1920 H---+---+---+---+----+----+---+---+---+----+---+---+---+---H----+----+----+---+- ~00< -+----+----+---+---+--- 20ss· HDo LENGTH ---+----+---+---+---+---+---+---+---+-+---+----+----+---+---+---+----+---+---+---+---1 [:8:=::1 :';~GRADED ~WATER

~ ~~ [] ~ e:::: ~ ....1 ""' ~ g~ lIIIIl GM=SILTY GRAVR D TOPSOIL 1880 H---+---+---+---+----+----+---+---+---+----+---+---+---t---H----+----+---+ < ~~ -+---+----+---+---+---t---t----l----t---+---+---+----+---+---+---t---l-t---t----t---+---+---+---+----t---+---+-~ ..... f---1~

m ~ ~ TOE OF SLOPE ~ TOP OF BANK C£:..9 ~~N~LL GRADED

6' TOP OF BANK (;ll e::tlld T?P OF BIANK fr: ~t~ct=~~E~l~:_:~;;tf~~~=~r=rE~x:1s~TI~NfG~G~R~O~U1N~D~P'.:R:o::FrlLE:::...=1-=9--t--t1 ~~ 1860 ft---+---+---t---t----t---+---+---+---+----t---+---t---o--ln --ft- --'~++--+-~-+--7''-f---f----+----+---+--+- rop OF BANK =--t~~-+---+ . ALONG THE RIGHT-OF-WAY. CLEARING BETWEEN THE ENTRY ANO EXIT POINTS IS LIMITED TO THE MINIMUM AMOUNT NECESSARY TO STRING LOCATION WIRES ANO INSTALL PUMPS ANO PIPING TO OBTAIN WATER (WHERE APPROVED).

4) WATER SOURCE: DRILL WATER ANO PRE-INSTALLATION HYDROSTATIC TEST WATER SHALL BE OBTAINED FROt.4 AN APPROVED SOURCE. THE CONTRACTOR SHALL SCREEN THE INTAKE HOSE TO PREVENT THE ENTRAINMENT OF FISH OR DEBRIS ANO IN ACCORDANCE WITH THE CONSTRUCTION MITIGATION ANO RECLAMATION Pl.AN (CMRP) ANO PROJECT REQUIREMENTS. THE HOSE SHALL BE KEPT OFF THE BOTTOM OF THE WATER BOOY.

5) HYDROSTATIC TEST: PRE-INSTALLATION HYDROSTATIC TEST SHALL BE CONOUCTEO IN ACCORDANCE WITH PERMIT REQUIREMENTS. THE CONTRACTOR SHALL OISCH.l.RGE HYDROSTATIC TEST WATER IN ACCORDANCE WITH PROJECT PERMITS. OISCHARGES WILL BE SENT BAa< TO THE WATER SOURCE UNLESS OTHERWISE OIRECTED BY THE ENVIRONMENTAi.. INSPECTOR. DISCHARGES SHALL NOT CAUSE EROSION OR SEDIMENTATION. TO REDUCE THE VELOCITY OF THE DISCHARGE, THE CONTRACTOR SHALL UTILIZE AN ENERGY-DISSIPATING DEVICE AS DESCRIBED IN THE CMRP.

6) SPILL-PREVENTION: AU. PUMPS SHALL BE SET IN SECONDARY CONTAINMENT AND IN ACCORDANCE WITH THE SPILL PREVENTION CONTROL ANO COUNTERMEASURE PLAN (SPCC). EQUIPMENT ANO PUMPS OPERATING WITHIN 100 FEET OF ANY WATER BODY OR Wm.ANO stW.L BE OPERATED AND REFUELED IN ACCORDANCE WITH THE SPCC Pl.AN. EQUIPMENT REFUBJNG AND STORAGE Of HAZARDOUS MATERIALS, FUB..S, ETC. SHALL BE CONDUCTED AT LEAST 100 FEET FROM WATER BODIES AND W£TL.ANOS. E'ACH CONSTRUCTION CREW SHALL HAVE ON HAND SUFFICIENT TOOLS AND MATERIALS TO STOP L.EAl