HomeMy WebLinkAboutPlansOXY USA, WTP LP.
SHELL PROPERTYLINE RE-ROUTE
GRADING PIAN
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SHEET INDEX
SHEET 1 -
SHEET 2 -
SHEET 3 -
SHEET 4 -
COVER SHEET
OVERALL SHEET
PLAN & PROFILE DETAIL STA 313+00 - 327+50
PLAN & PROFILE DETAIL STA 327+50 - 342+00
VICINITY MAP
1" — 2000'
CONSTRUCTION DISTURBANCE
PROJEC- LENGTH:
PUKETT LAND COMPANY -
SHLL FRONTIER OIL & GAS -
OVERALI LENGTH -
PROJEC- DISTURBANCE AREA:
PUKETT LAND COMPANY -
SH_L FRONTIER OIL & GAS -
TOTAL ,SEA OF DISTURBANCE -
EXISTINCROAD TO BE RECLAIMED:
PUKETT LAND COMPANY -
SI -LL FRONTIER OIL & GAS -
TOTAL [CLAIMED EXISTING ROAD -
1,010.68 FEET
589.32 FEET
1,600.00 FEET
0.69± ACRES
0.33± ACRES
1.02± ACRES
0.26± ACRES
0.10± ACRES
0.36± ACRES
ENGINEER'S CERTIFICATION
I Michael C. Lock state that I am a Professional
Engineer registered in the State Of Colorado,
employed by O.R. Griffin and Associates Inc. to
prepare a plan and profile drawing for the OXY USA,
W7P LP. Shell property line re—route shown hereon
for the purpose of location and volume calculations
and that the work was done under my authority.
SURVEYOR'S STATEMENT
I, Richard A. Sullen, Jr., an employee and agent on
behalf of D. R. Griffin & Associates, Inc. state the
plot hereon is a correct representation of the shown
Shell property line re—route survey made under my
authority commencing on October 10, 2011,
EARTHWORK QUANTITIES
Prismoida! Volume Results
Original Surface Model:
Final Surface Model:
Cut Compaction Factor:
Fill Compaction Factor:
Raw Cut Volume:
Compacted Cut Volume:
Total Cut Volume:
Raw Fill Volume:
Compacted Fill Volume:
Total Fill Volume:
PUCKET UDAR
PUCKETT 10032011
0.00 %
0.00 %
3,753.73 cu yd
0.00 cu yd
3,753.73 cu yd
1,534.91 cu yd
0.00 cu yd
1,534.91 cu yd
Net Cut Volume: 2,218.82 cu yd
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS
COLORADO STATE PLANE COORDINATES,
CENTRAL ZONE, NAD83 BASED ON GPS OBSERVATIONS
AND OPUS SOLUTION ON DRG CONTROL POINT
"PAMELA" HAVING A POSITION DF:
NAD83(CORS96)
LAT 39'30'05.3034" NORTH
LONG 108`10'59.8950" WEST
ELEV=8475.35
THE WEST LINE OF SECTION 23 MONUMENTED AS
SHOWN AND BEARING S 01'39'54" W
BASIS OF ELEVATION
NAVD88 AS DETERMINED BY OPUS SOLUTION ON DRG
CONTROL POINT "PAMELA" HAVING A POSITION OF:
LAT 39'30'05.3034" NORTH
LONG 108'10'59.8950" WEST
ELEV=8475.35
REVISION BLOCK
NO.
DATE
DESCRIPTION
BY
CHK
APPR
LEGEND
il'k'GIiYEIifti 'EJ Yi1111111113]l/. PROPOSED ROAD CENTERLINE
EXISTING ROAD
RIFFIN & ASSOCIATES, INC.
1414 ELK ST., SUITE202
ROCK SPRINGS, WY 82901
OXY USA, WTP LP.
SHELL PROPERTYLINE
RE-ROUTE
GRADING PLAN
COVER SHEET
SECTION II, 7".7 S., R.97 W., 6th P.M.,
GARFIELD COUNTY, COLORADO
SCALE:1 " = 2000'
DRAWN BY: DEH
DATE: 10/10/2011
CHECKED BY: MCL
JOB No.: 18572
PLOT SCALE:
APPRfIVrfl.
SHEET I'OF4
C0
0
EAST 14 CORNER
SECTION 11
FOUND BRASS CAP
22+
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ANTICIPATED DESIGN
GRADE OF 8.50% MAX.
TO LOW SPOT.
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CATTLE GAURD AND
INSTALL NEW FENCE
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ROAD REHABILITATION & CONSTRUCTION NOTES:
1. ROAD REHABILITATION SHALL INCLUDE 6" OF CRUSHED SHALE
PLATING THROUGHOUT THE ENTIRE LENGTH TO A MINIMUM OF
28' WIDE.
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if SOUTHEAST CORNER---\
SECTION 11
FOUND BRASS CAP
MATCH EXISIING ROAD
360' ± SOUTH OF
PROPERTY LINE.
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0
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J
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS
COLORADO STATE PLANE COORDINATES,
CENTRAL ZONE, NAD83 BASED ON GPS OBSERVATIONS
AND OPUS SOLUTION ON DRG CONTROL POINT
"PAMELA" HAVING A POSITION OF:
LAT 39'30'05.3034" NORTH
LONG 108'10'59.8950" WEST
ELEV=8475.35
BASIS OF ELEVATION
NAVD88 AS DETERMINED BY OPUS SOLUTION ON DRG
CONTROL POINT "PAMELA" HAVING A POSITION OF:
LAT 39'30'05.3034" NORTH
LONG 108'10'59.8950" WEST
ELEV=8475. 35
REVISION BLOCK
NO.
DATE
DESCRIPTION
BY
CHK
APPR
1
10/18
MOVED ACCESS
CDC
RAB
—
Prismoicial Volume Results
Original Surface Model:
Final Surface Model:
Cut Compaction Factor:
Fill CompactIon Factor:
Raw Cut Volume:
Compacted Cut Volume:
Total Cut Volume;
Raw Fill Volume;
Compacted Fill Volume:
Total Fill Volume:
Net Cut Volume:
LEGEND
PUCKET LIDAR
PUCKET—SHELL 10032011
0.00 %
3,753,73 cu yd
0.00 cu yd
3,753.73 cu yd
1,534.91 cu yd
0.00 cu yd
1,534.91 cu yd
2,218.82 cu yd
---- PROPOSED ROAD CENTERUNE
PROPOSED ROAD CUT SECTION
PROPOSED ROAD FILL SECTION
EXISTING GROUND CONTOURS
PROPOSED DESIGN INDEX CONTOURS
RIFFIN & ASSOCIATES, INC.
1414 ELK ST., SUITE 202
ROCK SPRINGS, WY 82901
OXY USA, WTP LP.
SHELL PROPERTY LINE
GRADING PLAN
OVERALL SHEET
GARFIELD COUNTY, COLORADO
CALE:1u= 50'
DRAWN BY: DEH
)ATE: 10/10/2011
CKD. BY: MCL
OB No.: 18572
PLOT SCALE:
APPROVED:
SHEET 2 OF 4
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CENTERLINE CURVE DATA
NO.
RAD.
ARC
CHORD
CHORD BRNG.
DELTA
EARTHWORK QUANTITIES
Priarnoidal Volume Results
Original Surface Model:
Final Surface Model:
Cut Compaction Factor:
Fill Compaction Factor:
Raw Cut Volume:
Compacted Cut Volume:
Total Cut Volume:
Raw Fill Volume:
Compacted Fill Volume:
Total Fill Volume:
PUCKET-SHELL 10032011
0.00 %
0.00 %
3,753.73 cu
0.00 cu yd
3,753.73 cu
1,534.91 cu
0.00 cu yd
1,534.91 cu
yd
Yd
Net Cut Volume:
BASIS OF BEARINGS
2,218.82 cu
THE BASIS OF BEARINGS FOR THIS SURVEY IS
COLORADO STATE PLANE COORDINATES,
CENTRAL ZONE, NAD83 BASED ON GPS OBSERVATIONS
AND OPUS SOLUTION ON DRG CONTROL POINT
"PAMELA" HAVING A POSITION OF:
LAT 39'3 0'05.3034" NORTH
BASIS OF ELEVATION
NAVD88 AS DETERMINED BY OPUS SOLUTION ON DRG
CONTROL POINT "PAMELA" HAVING A POSITION OF:
LAT 39'30'0 5.30 3 4" NORTH
LONG 10 8 1 0'59.8950" WEST
ELEV=8475.35
REVISION BLOCK
NO.
DATE
DESCRIPTION
BY
CHK
APPR
LEGEND
•
MEN
MEM
111
•
327+50
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MEINNEENEEMINEEMS
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323+00 323+50 324+00 24+50 325+ 00 325+50
•
mom
EMU NEEMINEM
ONMEMIN
MEM
NUM
;111;11111
MEM
MN= MEM
ORM
NM II=
MIN
321+00 321+50
22+00
322+50
326+ 00
326+50
8640
8630
8620
8610
8600
8590
8580
8570
8560
8550
8540
8530
8520
8510
8500
8490
8480
0450
8410
8400
8390
8380
8370
8360
8350
8340
8330
8320
8310
8300
327+00
327+50
PROPOSED ROAD CENTERUNE
PROPOSED ROAD CUT SECTION
PROPOSED ROAD FILL SECTION
EXISTING GROUND CONTOURS
PROPOSED DESIGN INDEX CONTOURS
PROPOSED FINISH GRADE SURFACE
EXISTING GROUND SURFACE
mil RIFFIN & ASSOCIATES, INC.
1414 ELK ST., SUITE 202
rm. PRIAIGS, WY 82901
OXY USA, WTP LP.
SHELL PROPERTY LINE
GRADING PLAN
PLAN & PROFILE
STA 313+00 - 327+50
GARFIELD COUNTY, COLORADO
SCALE:1n= 50'
DRAWN BY DEH
DATE: 10/10/2011
CHECKED BY: MCL
JOB No.: 18572
PLOT SCALE:
APPROVED:
SHEET 3 OF 4
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CENTERLINE CURVE DATA
NO.
RAD,
ARC
CHORD
CHORD BRNG.
DELTA
EARTHWORK QUANTITIES
Prismoidal Volume Results
Originat Surface Model:
Final Surface Model:
Cut Compaction Factor:
FIll Compaction Factor:
Raw Cut Volume:
Compacted Cut Volume:
Total Cut Volume:
Raw Fill Volume:
Compacted Fill Volume:
Total Fill Volume:
PUCKET UDAR
PUCKET—SHELL 10032011
0.00 %
0.00 %
3,753.73 cu yd
0.00 cu yd
3,753.73 cu yd
1,534.91 cu yd
0.00 cu yd
1,534.91 cu
Net Cut Volume: 2,218.82 cu yd
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS
COLORADO STATE PLANE COORDINATES,
CENTRAL ZONE, NAD83 BASED ON GPS OBSERVATIONS
AND OPUS SOLUTION ON DRG CONTROL POINT
"PAMELA" HAVING A POSITION OF:
LAT 39'30'05.3034" NORTH
LONG 108'10'59.8950" WEST
ELEV=8475. 35
BASIS OF ELEVATION
NAVD88 AS DETERMINED BY OPUS SOLUTION ON DRG
CONTROL POINT "PAMELA" HAVING A POSITION OF:
LAT 39'30'05.3034" NORTH
LONG 1081 0'59.6950" WEST
ELEV=8475.35
REVISION BLOCK
NO. DATE
DESCRIPTION
BY
CHK
APPR
1 10/18
MOVED ACCESS
CDC
RAB
se
LEGEND
327+50 328+00 328+50 329+00
8640
8630
8620
329+50 30+00
MEENEN
NEMENIEN
8610
8600
8590
8580
8570
8560
8550
8540
8530
8520
8510
8500
8490
EWE
EWE
ESIESEN
MINEMEME
MEMO
•
•
1 11
•
•
•
MEESE
NENE
MENEWEENIMENEMEENEIREEMES
11111111111111.1111111111
11111ME,mmitinLaMIT:
•
ME
ME
EMENNEINONEEMEM
IMENEMENNIMMINE
NEENOMEN
.11111
EMMEN
MEM
MIMS
EINE
NUN
MUM
EIS
ENE
MEIN
NEN
NNE
MEN
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330+50 331+00
•
WEEEMEMENONE
MENEMOMEMENI
MENNEEMINEEN
EREERNERNOREN
ISMEMIIIMISSINEREMERENS
NEO MENEENNENEME
84
REM
•
•
•
•
•
•
NE ENNEE
• MENU
EN MEMENEEN
EN IMENEE
■ MESE
8410
8400
8390
838
8370
8360
8 50
8340
8330
8320
8 10
8300
MEM MEMO
NES ENIMINNE
MEM
MINN
MEM
EMINI
MEM
EMU
331+50 332+00
NEENINE
MENEM
ENEMENINEENEEMEN
ENEEME
ENMENEE
ENIMMENEEIN
INMENEO
332+50
333+00
IIIIIIIIIIIIIII
ONIMEMEMENINSEENEEMONEENENSEENEMENNEE
ISOSERE
MENEMEN
NIMMEE
MENNEN
MOOMENE
ONSONEN
NIMENNE
ME WEENNOWNEOMMESEINE■
INEWEENNINEENEWOMMENE
smilEOENESEMENE
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327+50
328+00
328+50
329+00
329+50
330+00
11
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MEM NI
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NESE
NOME
332+00.00
MIIIIIIIMMEMMI
MENONNEENE
MONSOONS
NEE
ENE
EMENEEMEEMEMENE
MEMONNEEMIMMEME
330+50 331+00
331+50
333+50 334+00
MESE
MONSEN
INSEININENEMEN EOM
MENNENNNI=MEN NEN
INIENINERNINOMENE
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SEINIENEEINEENIMMENNEEMOSEEMENEENENN IN
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•
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SEEMS= IN
ENIENEMENERINEWE
ENEEINEEMMENESIME
NEMEEMENNINEENEMINEIME
•
•
3
4+50
335+00
35+50
336+00
IN
NE
EE
IF I
—
WEENNI
MEE
1
•
•
1
•
•
•
•
Curve Length
200
332+8
Ln
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•
•
WOMEN
MEM—
EENNEMEM
INSENIE
HMO
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NEIMMINE
EIHMINE
EINMEEM
•
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WEN
ENE
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SEM
11111
MEE
NEMO
NEMO
OEMS
RIENESEMERE
EMENNIMENEWINSI
MEMEMEINNIENEMEN
NOREMEMEMENEMEN
NOWNEME
336+50
MEIN
ERWIN
NO MENNEN
ON KNEEN
EMMEN
11111 MEMNON
IMMENSE
NOME NO MENNEN
MEN MEESE
EMMEN
EMMEN
MENEM
337+00
332+50
MENEN• EMI
333+00 333+5
334+00
NEENEMEMENENEEN
MIONESEMINERNME
MEENNEENENEEM
MEMMINEN
NEEMENIEN
334+50 335+00
Grade =
Muffin
EMENEE
OWN
MOM
NESE
337+50
338+00
EMMEN
MORON
MENEM
EINEM
MOMS
■ MEMO
INSEON
MENEM
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MEM
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monsons
sonsons
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MIME
MENNE
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MENNE
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MOEN
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on
•
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MENU
MEM
MAU
MEOWS
EMEIRE
MEMO
MEEKER
MEMBER
SEIM
MENEM
MUM
MEW
335+50 336+00
336+50
ENE
ESN
NENE
MEN
EON
NNE
EMMEN
IMMINIEE
38+50
ENOS
EMS
MEN
OEM
MEM
RENE
NEM
ORM
ENNEEM
MEM
EONS
MONO
EMI
NESE
OMEN
339+00
OMENS!
EIMEEMEN
WEENNE
NOMMEN
NEMER
MERMEN
•
MINIMEME
MENEM
WORMS
EMMY
NUM
NEM
MENNE
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INIENOSE
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339+50
340+00
340+50
MENOMMEN
•
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•
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50'
341+00
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MEESE
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341+50
342+00
8640
MEM MEMO NEREUS
MEN II OEM.
MALE
EMENEEME
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NEM
ROME
MIS
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50'
HORIZONTAL SCALE IN FEET
50' 0 50'
VERTICAL SCALE IN FEET
NESS
MEE
MESE
MEISSEN
MESE
NEES
EWEN
INERWEENNEMIO NEE=
■■■ ME ME WE MENOMONEE
ESONSEISIE MEN
EMEIBEEISEMENINEEMEN
•
NEM EN
MEW
SIMMER
WEIMMISE
NESEREE
MENEM
MENSES
ONSINEN
MOOS
ESENEMO
ON
337+00
EMS
ENSURE
EMMEN
ENEWEN
BO
337+50
338+00
WEN
WOW
MEMO •
IMEEINIE
EINEEMEN
NIENONNOM
MSS
NENE
MIN
MERE
MEE
WORN
WNW
EMS OEM
MEM
SEES
EMS
IMO
MOEN
ISM
NEM
ENERENNENIIII
=NENE IM
NERNEEN
MEN
NEM
338+50 3 9 00
NEEni
ME
NIN
MBE
EMS
EMS
OEMS
NM
NEW
8630
8620
8610
8600
8590
8580
8570
8560
WEN
MEE
WENN
Tr
339+50
340+00
340+50
WE
MESE
NEER
SEEM
ENE
5111
EOM
NONE
MOWS
NNE
341+00
341+50
8550
8540
8530
8520
8510
8500
8490
8480
8470
8460
8450
8440
8420
8410
8400
8390
8380
8370
8360
8350
8340
8330
8320
8310
8300
342+00
PROPOSED ROAD CENTERLINE
PROPOSED ROAD CUT SECTION
PROPOSED ROAD FILL SECTION
EXISTING GROUND CONTOURS
PROPOSED DESIGN INDEX CONTOURS
PROPOSED FINISH GRADE SURFACE
EXISTING GROUND SURFACE
RIFFIN & ASSOCIATES, INC.
1414 ELK ST,, SUITE 202
ROCK SPRINGS. WY
OXY USA, WTP LP.
SHELL PROPERTY LINE
GR4DING PLAN
PLAN & PROFILE
STA 327+50 - 342+00
GARFIELD COUNTY, COLORADO
SCALE:1"= 50'
DATE: 10/10/2011
DRAWN BY: DEN
CHECKED BY: MCL
JOB No.: 18572
PLOT SCALE:
APPROVED:
SHEET 4 OF 4
PROPOSED EROSION
CONTROL BLANKET
PROPOSED
CHECK DAMS
ROPOSED SEDIMENT TRAP
PROPOSED EROSION
CONTROL BLANKET
NOTES:
PROPOSED EROSION
CONTROL BLANKET
PROPOSED
RIPRAP TURNOUT
PROPOSED EROSION
CONTROL BLANKET
XISTING FENCE
...----EXISTING CATTLE GUARD
EXISTING METER STATION
PROPOSED SEDIMENT TRAP
PROPOSED EROSION
CONTROL BLANKET
PROPOSED OUTLET PROTECTION
PROPOSED CULVERT
PROPOSED EROSION
CONTROL BLANKET
ROPOSED SEDIMENT TRAP
PROPOSED EROSION
CONTROL BLANKET
1. BMPs SHOWN ARE APPROXIMATE AND SHALL
BE ADJUSTED APPROPRIATELY TO FIELD
CONDITIONS.
2. PIPELINE INFORMATION AND DESIGN PROVIDED
BY p.R.GRIFFE1N & ASSOCIATES. INC.
3. REFER TO BMP DETAILS FOR PLACEMENT.
4. BMPs REFLECTED ON THIS PLAN PERTAIN
EXCLUSIVELY TO ROADWAY CONSTRUCTION.
5. PROTECT EXISTING BMPs AND REPAIR/REPLACE
IF DISTURBED.
1" = 50'
0' 25' 50' 100'
SCALE IN FEET
4 -
rot gel
ICSESSIGI
BMP LEGEND
FLOW DIRECTION
SEDIMENT TRAP
EROSION CONTROL BLANKET
RIPRAP/OUTLET/INLET PROTECTION
CHECK DAM
PROPOSED
CHECK DAMS
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NOTE
THIS DOCUMENT HAS BEEN
RELEASED BY OLSSON
ASSOCIATES ONLY FOR REVIEW
BY REGULATORY AGENCIES AND
OTHER PROFESSIONALS, AND IS
SUBJECT TO CHANGE. THIS
DOCUMENT IS NOT TO BE USED
FOR CONSTRUCTION.
OLSSON ASSOCIATES ASSUMES
NO RESPONSIBILITY FOR
EXISTING UTILITY LOCATIONS
(HORIZONTAL OR VERTICAL). THE
EXISTING UTILITIES SHOWN ON
THIS DRAWING HAVE BEEN
PLOTTED FROM THE BEST
AVAILABLE INFORMATION. IT IS
HOWEVER THE RESPONSIBILITY
OF THE CONTRACTOR TO FIELD
VERIFY THE LOCATION OF ALL
UTILITIES PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION ACTIVITIES.
CALL 811 SEVENTY-TWO HOURS
PRIOR TO DIGGING, GRADING OR
EXCAVATING FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
REVISIONS DESCRIPTION
w
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EROSION CONTROL PLAN
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cc
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drawn by:
checked by:
approved by:
QA/QC by:
project no.:
drawing no.:
date:
JB
WEP
WEP
011-0160
110160 -Shell Puckett dwg
10/25/2011
SHEET
1 OF 1
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0
0
111121
4- 33
0
- 180
- 168-
- 156
- 144
132
- 120
- 108
96
- 84
- 72
- 60
STRUCTURAL PLATE C. M
10,000
- 8,000
6,000
- 5,000
- 4,000
- 3,000
c- 2,000
1,000
- 600
- 300 /
to F / - 1.5
gLLj 200
600
500
400
CHART 2B
EXAMPLE
0. 36 I nob.. (3.0 111.1)
0.36 cf.
(1)
(21
131
Hre •
00
1.•
2.I
2.2
•0 'In 1•.t
NW
(twit)
3.4
6.3
6.4
(I)
- 6.
(2)
- 6.
0
(3)
- 3.
- 3.
- 2.
2.
e
- 30
- 27
- 24
- 21
- 1e
- 15
- (2
- 100 /
BO
- 60
- 50
40
- 30 HW
T:)- SCALE
- 20
- 10
_e
- 6
_5
- 4
- 3
- 1.0
RUREAJ OF PUBLIC ROADS JAN. 1963
(1)
(2(
ENTRANCE
TYPE
N..4 .Il
M
to *1956
(31 Prole/ling
70 use scat• 12) 9( (3) 0261e•1
pati Ir 0• 14.11 (1), IMO
.•• Weight Inclined 1i•• INrsup6
o '51 0 semi's, r refs.• 55
IIIYHralsa
227
N
1-
1
a
z
-
- 1.5
- 1.0
-.e
1.5
-.6
1.0
- .6
.5
HEADWATER DEPTH FOR
C. M. PIPE CULVERTS
WITH INLET CONTROL
int.jpq, red pinnical.jpq
0
g
0
0
U
.g
co
Parachute. of
Cr
6
cr0
-1
0
X
E
1-4 U-
0
sir
U X
ti
•
Pay/chute
Isfir
]3 1--7
- - - Corral
- 160
-168
156
- 144
N
W
2
0
o
LO
J
V
0
w
cc
W
0
- 132
- 120
- 106
- 96
- •4
- 72
- 10,000
- 6,000
6,000
- 5,000
4,000
3,000
Tr 2,000
- 1,000
- 800
- 600
- 500
- 400
- 300
m
1LLj 200
CHART 1B
60
-54
z= /
- 48 / e - 6o
-
-60
X42 0- 50
a -4• 0
- 56 - 30 V)
- Y• 0 2)
-
EXAMPLE
D.41215020 (3.5 font)
0.120 2'.
w
V fol
1.5 8.6
2.1 7.4
1.2 7.1
•0 In lent
2411
ROW SCALE
- 33
- 30
- 27
- 24
- 21
- 18
- 15
- 12
- 10
-e
-
-4
-3
- 2
1.0
131
ENTRANCE
TYPE
O
(3)
-.4.
co
cc
- 1.5
a
0
w - 1.0
Sonora .dg• with
5.
.7 4.
-3.
Grows sae,In
Iwo d•ou
4/00911 and
projecting
1. 121or !31 Pe1.H
Torleentealp to ICON 11). then
RIR M'1011 incline! line through
D end0
moles. or
HEADWATER SCALES 283
REyISED MAY 1964
BUREAU OF Pulluc ROADS JAN 1663
225
o '9
w
-3.
3.
- 1.5
- 1.0
- .9
-.6
- .9
- .6
HEADWATER DEPTH FOR
CONCRETE PIPE CULVERTS
WITH INLET CONTROL
605.3 7.2
\ 47.3
/ / i
✓
OIL SHALE CORP
35 \.649.5 7.7
\\ 50.02
c,0`
cls9 U 36K
TRACT 93'
COMBINED CHANNEL FLOW
SUMMARY TABLE
Combined
Outfall
247.8
1143.1
Bowdish Gulch
CH BG 01
39.4
231.7
CH BG 02
22.3
141.7
CH BG 03
6
43.9
36"
38
62
Conn Creek
54
85
CH Con 01
208.4*
911.4*
CH Con 02
203.5*
892.6*
CH Con 03
94.8*
456.6*
CH Con 04
66.8*
330.1*
CH Con 05
31.4
142.6
CH Con 06
6.6
29.6
Baker Gulch
CH BAK 01
98.7
400.8
CH BAK 02
37.3
218.3
CH BAK 03
13.5
85.5
CH BAK 04
5.9
37.4
CH Trib 01
16.6
103.1
CH Trib 02
7.2
46.4
CH Tour 0
10.4
61.1
Cascade
Canyon
CH CA 01
26.2
149.6
CH CA 02
21
123.7
CH CA 03
10.5
64
* FLOW RATES MANUALLY ADDED TO
ESTIMATE LOWER REACHES
/IBSBASIN DESIGNATION
614.5 7.2 25 YEAR BASIN FLOW (CFS)
AREA 4 100 YEAR BASIN FLOW (CFS)
ACRES
°I) t r1 %ire.
-1.2.6
AO -14.+11 Qlln
REINFORCED CONCRETE PIPE
CULVERT CAPACITY (CFS)
PIPE
DIAMETER
HW/D
=1.0
HW/D
=1.5
18"
6.8
11.0
24"
13.8
21.2
30"
22
39
36"
38
62
42"
54
85
48"
75
125
CORRUGATED METAL PIPE
CULVERT CAPACITY (CFS)
PIPE
DIAMETER
HW/D
=1.0
HW/D
=1.5
18"
5.6
9.0
24"
11.8
18.5
30"
20
31
36"
32
50
42"
46
73
48"
66
100
NOTES:
THE ABOVE TABLES ASSUME A
HEADWATER DEPTH TO PIPE DIAMETER
RATIO OF 1.0 TO 1.5 AND A
PROJECTING PIPE END AT THE INLET.
CONSULTATION WITH A CIVIL ENGINEER
IS RECOMMENDED FOR LOCATIONS
REQUIRING A 36" OR LARGER PIPE
CULVERT.
' Pinnari16
24
(0-S14
\324.21 3.9
27.5
2e 470
662.8 8.1
\ 59.12
3\13.5111 23 .1 33
0/1
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- %- - :7 v
Mount
Logan
5009
DATE: 12/19/06 TIME: 11:41:16 AM
SERVER: DVS1 LAYOUT:
PATH:
LOyoutl
N: \DVB0235\CADD\CIVIL
DRAWING NAME: ETSD.DWG
PAGE SETUP:
DESIGNER: NNNN PROJ. MGR: N###
CAUTION:
t2 i
STi
116
sv
NO.
BY
DATE
REVISIONS:
The engineer preparing these plans will not be responsble for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
FORERUNNER
2 0 N
39002. WADSWORTH BLVD. #600
LAKEwoo0, CO 80295
303.989.0229
B E Y 0 HD ENGINEERING
8000 S. Cheater Street. Ito 200 Centennial, CO 80112
303.220.8400 TEL 3032.9001 FAX WWW.NOLTECOM
LEGEND
■ ■ LIMITS OF DRAINAGE STUDY
DRAINAGE BASIN BOUNDARY
WITHIN CONN CREEK WATERSHED
DRAINAGE BASIN BOUNDARY
OUTSIDE OF CONN CREEK WATERSHED
NOLTE
G
i
0
100 4000
1 inch = 2000 ft.
OCCIDENTAL OIL AND GAS CORPORATION
REGIONAL DRAINAGE ANALYSIS
WATERSHED EXHIBIT
PREPARED FOR: FORERUNNER CORPORATION
DATE SUBMITTED: 12/19/06
OF
SHEET NUMBER
1
SHEETS
SCALE
VERTICAL: 1"=
HORIZONTAL: 1"= 2000'
JOB NUMBER
DVB0235