HomeMy WebLinkAboutVicinity Map11
L
4-2308-
z
i 4 0êrêr^JE<ôËú¿.^A{Y
3ã 5 d
\o \ri ^ *i€\r(ha;ı fl 2Ë3st
=ú € (')
Ètnl(râzü?a|,ì(, v F+ \J l,;¡¡A^)ãFlT
üãe
Uj¡l
A)
d¿
Fì
o
U)
iJú
t¡ì
Q
,tTr
CABRUS OIL & GAS LLC ulh¡an+l¡att¡¡¡tta t Lltt autl¡vlta
VICINITY MAP
NPM M33 496 PAD
LOCATED IN:
sEcTloNS 33 & 34, T4S, R96W,6th P.M.
GARFIELD COUNTY, COLORADO
85 South 200 East
Vernal, UT 84078
O¡ 435.789.1017
www.uintahgroup.com
- SINCE 1964 -
WYOMING NEBRASKA
MOFFÀT JACKSON LÂRIMER LOCÀN
rtrr,lurs
PROJECT
LOCATION
WILD
ROUTT IIfORGAN
GRAND
BLÀNCO YUMA
ÂDÁtus
GARNELD EAGLE
[tBERT KIÏ CARSON
PITKIN
llf[sA
DELTA PÁRK
Et PÄSO CHIY[NNI
GUNNISON LINCOLN
FRE!IONT KIOWA
PUEBTO
SÄNMICUIL SÀGUACHI
OTERO
8[NT PR0lt'IRS
ÐOI¡RES HU[RTANO
MONTIZUMÀ
Rl0
GRÁNDI
LÁS ANIIIIAS BACA
PLATA c0N[,rosARCHULITA
$t4
ëatùz
\
tr
q
¡
Ë
*
NEWMEXICO
STATE OF COLORADO
SOURCE:30x60 TOPOGRAPHIC MAP, CUTOFF GULCH, CO (U.S,G,S., 2019)
0r 1,000' 2,000'IT-I
l" = 21000'
SCALE
96
t,
l
I
r)
\
rk l't'r1':'h
tl
r!
.3
!
ai
PROPOSED
LAT|TUDE¡ 39' 39' 32.97"
LONGITUDE: -lO8' 09' 38.04"
(NAD 83)
496 PAD
owNER lt{FoRiltAlloN:
PARCEL # 191727400,012
CAERUS PICEANCE LLC
EXISÎING SG
E34 496 PAD
OWNER INFORMATION:
PARCEL # 191529400002
RUEBEN G. & STEPHANIE
D¡ANE OLDLAND
l
1
I
!
)lnt1¡4
I
rll
4i,
ii
Ì
?.8
'1
.¿' :
'. ,77
:t,irl
l.!,
'I
i
:
ii;
:ir::l l
PROJ.NO: CAE0I-19-0061
UELS FILENO.: C - 7 O 6 6
DATE DRAWN:06-29-23
DRAWN BY: A.T
SCALE: ASSHOWN
CORRECT LÁBELÀ.T.0&1423I
RDV|SIONSBYDATEREV
VICINITY MAP
SIIEET
I
NOT TO SCALE
OKLAHOMA
SCALE: 1" = 2,000'
07-06-25
t1
z4Ji 4 oÈÈâJE<ôË&ú*^o
3ã 5 d\êv^*îO\>U).;ı F >,Ë3$BãÉ3:Zùt.¿i
'r Z l¡'l\J ¡i I-zts=ãFl ä
t ã o
(J
FlFl
U)
(J
€j
l.l
(t)
ú
f¡l
()
EROSION CONTROL NOTES
GENERAL NOTES
CONTROL MEASURE DETAILS ARE PROVIDED IN APPENDIX E OF THE CAERUS OIL AND GAS LLC, CONTROL MEASURES MANUAL. THE REQUIREMENTS STATED IN CAERUS'S CONTROL MEASURES
MANUAL SHALL OVERRULE ANY CONFLICTING REQUIREMENTS STATED BELOW.
1. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING EROSION DUE TO WIND AND RUNOFF. THE CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR MAINTAINING THE EROSION CONTROL FACILITIES SHOWN.
2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS INTEDED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED UPON INSPECTION OF THE PROPOSED FACILITIES.
3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE SEEDED WITH NATIVE VEGETATOIN.
4. DUST CONTROL MEASURES SHOULD FOLLOW LOCAL AND STATE ORDINANCES FOR COMPLIANCE.
5. THE CONTRACTOR SHALL BE RESPONSTBLE FOR ADJUSTTNG THE EROSTON CONTROL MEASURES (WATTLE ROLL, TRENCH BREAKERS, ETC.) DUE TO GRADE CHANGES DURING THE
DEVELOPMENT OF THE PROJECT.
6. THE CONTRACTOR SHOULD LIMIT THE AMOUNT OF SOIL EXPOSED AND THE TIME-FRAME IT IS EXPOSED THROUGH PHASING.
7. THE CONTRACTOR SHOULD KEEP THE WORK ZONE AS NARROW AS POSSIBLE.
8. THE CONTRACTOR SHOULD AVOID WORKING IN SEASONS WHEN HISTOR¡CAL WEATHER PATTERNS INDICATE THE MOST PRECIPITATION.
9. EXISTING WELL PADS TO BE USED AS STAGING AREAS DURING CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE USED ON EXISTING WELL PADS, CONTRACTOR SHOULD
KEEP AREAS OF ENTER/EXIT TO A MINIMUM.
10, ALL MEASURES CONTAINED IN TH¡S PLAN SHALL BE MAINTAINED IN FULL FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY FOURTEEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.25jNCH RAINFALL EVENT. ANY
NEEDED CLEANING AND REPAIRS NEED TO BE DONE WITHIN 7 DAYS OF DISCOVERY.
11. PRE-CONSTRUCTION, CONSTRUCTION AND POST-CONSTRUCTION SHEETS NEED TO BE UPDATED IF CONTROL MEASURES ARE CHANGED.
12. POST-CONSTRUCTION CONTOURS NEED TO BE THE SAME AS PRE-CONSTRUCTION CONTOURS.
13. ALL CONTROL MEASURES NEED TO BE MAINTAINED THROUGHOUT CONSTRUCTION AND UPDATED AS NECESSARY.
14. DURING CONSTRUCTION THE CONTRACTOR NEEDS TO MINIMIZE THE SIZE AND TIME EXPOSURE OF ALL DISTURBED SOILS.
15. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT SLOPES AND CHANNELS, REDUCE IMPERVIOUS SURFACES, PROMOTE INFILTRATION, CONTROL THE PERIMETER OF THE SITE, AND
FOLLOW POLLUTION PREVENTION MEASURES.
16. SOIL TYPES: ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE - NATURAL RESOURCE CONSERVATION SERVICE MOST SOILS lN THE AREA ARE WPE B WHICH MEANS A
LOWER POTENTIAL FOR RUNOFF (SLOWER |NF|LTRAT|ON RATE). THE K FACTOR, SUSCEPT|BTLTTY OF A SO|L TO SHEET AND R|LL EROSION BY WATER, VALUES WPICALLY RANGE FROM 0.02
TO 0.69. FOR TH|S AREA THE K FACTOR HAS AN AVERAGE OF 0.20 (HTGHER THE VALUE, THE MORE SUSCEPTTBLE THE SolL lS TO SHEETAND RILL EROSION BY WATER.
17. IF DEWATERING IS REQUIRED, A STATE CONSTRUCTION DISCHARGE PERMIT IS REQUIRED.
18. RECEIVING BODY OF WATER IS PICEANCE CREEK
19. THIS SWMP IS DESIGNED TO ADDRESS RUN-ON AND RUN-OFF WATER. WATER NEEDS TO BE PREVENTED FROM COMING ONTO THE CONSTRUCTION SITE AS WELL AS POSSIBLE. IN THE CASE
OF THIS PROJECT MOST OF THE PIPELINES ARE AT THE TOP OF WATERSHEDS THUS DECREASING SIGNIFICANTLY THE AMOUNT OF RUN-ON TO THE SITE. RUN-OFF FROM CONSTRUCTION
SITE SHOULD BE CONTAINED AS WELL AS POSSIBLE USING EARTHEN BERMS AND OTHER CONTROL MEASURES AS PRACTICABLE TO CAPTURE ANY EXCESS SEDIMENT AND ALLOW IT TO
DEPOSIT BEFORE LEAVING THE SITE. ANY CAPTURED SEDIMENT NEEDS TO BE SPREAD OVER THE SITE ONCE CONSTRUCTION HAS BEEN COMPLETED AND REVEGETATION IS OCCURRING.
20. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
21. CONSTRUCTION ACTIVITY WILL CONSIST OF, lN THE FOLLOWING ORDER: SITE MARKING, ESTABLISHMENT OF PERIMETER STORMWATER CONTROL MEASURES, SITE CLEANING, TOPSOIL
REMOVAL AND STOCKPILING, INSTALLATION OF THE PIPELINE, RESTORATION, AND FINAL SEEDING, INTERMEDIATE STORMWATER CONTROL MEASURES WILL BE INSTALLED AND MAINTAINED
THROUGHOUT CONSTRUCTION AS REQUIRED BY THE CONTRACTORS MEANS AND METHODS.
Lond Slopo
Plpcllne
Constructlon
Equlpmcnt aÉ
Low Erosion Solls = Coorse Rocky Solls, Growl. ond Som. Cloy
+llgh Eroalon Solls - F¡nc, Frloblc Solls, Sllt, nn. Sonds
blte-Spoclflc terroln moy olgo dlctote spoclng of woter bor¡
@ rneloranexen
@
@
WA'IERBAR
REVEGETATIIE AREA
SWMP LEGENI),(\UIlrltzru.ltrattt¡ttra t l¡¡¡ attllll¡a
85 South 200 East
Vernal, UT 84078
O:435.789.1017
www.ulntahgroup.com
- SINCE 1964 -
,ãtcí Ete. tatþru
o(}
t
È
'so(}
t
¡
,g
so
t4
I
s *
s
JE
Multlple plpellnee
instollcd 2'from
(cdgc of
of plpc)
othcr
cdgc
aoch
to
ptPc
bc
to
15'-45'25'-75'51+
25'-55'75'-125'21-30
55'-65'90'-140'16-20
50'-80'125'-175'11-15
85'-115'175'-225'6-10
115'-145'220'-270'0-5
Erosive Soils (2)Low to Non-Erosive Soils (1)ROW Grode %
TABLE 2 - WATER BAR SPACTNG (3)
PROJ.NO: CAEOI-190061
UELSFILENO.:C - 7 O 6 6
BYDATERf,V REVISIONS
NO'l'llS
50-150>50
150-25015-50
250-3505-15
Spocing (feet)Slope %
TABLE 1 - TRENCH BREAKER SPACING
SIf Iihï'
2
NOTEts
1. REFER TO NOTEA AHEET FOR TYPICAL CROSS
SEGTION DETAIL (S!{EET 2}.
2. COI{TRAGTOR 10 ADJUAÎ CONTROL TEASUREA A3
NEEDED III THE FIELD. ALL GHANGES NEED 1() BE
NOTED AIID IIIARI(ED UP ON ÎHEAE AHEETS.
3. UI¡E EXÎREME CAUTION W}IEN CONSIRUCTING NEAR
EXtSltNG PIPEUNES (GOì|TAGI PIPELINE OWNER FOR
SPEClFICAlrOila)./L ANTIC¡PATED AREA OF DISTURBAI{GE 18 6.5 ACRES.
SEGTION 4, T5S, R96W
sEcT¡oN 33, T4S, R96lY
11
4-23o8-
OWNER INFORMATION:
PARCEL # 191529400002
RUEBEN G. & $TEP}IANIE
DIANE OLDLAND
OWNER INFORMATION:
PARCEL # 191727400012
GAERUS PICEANGE LLC
PROJ.NO: CAEOI-|9-0061
UELSFILENO.; C - 7 0 ó 6
DATE DRAWN:06-29-23
DRAWN BY: A.T
SCALE: l"=500'
A.T.0&r423I CORRICT L'{BEL
DATEREV REVISIONSBY
PRtr-CONSI'RtJCt-lOr-
SHEET
3
-- '. ..r ...-.. F- - -"- -EXISTING PIPELTNE
'-.ì'
:ì;
,ft
0, 250, 500'
)¿
sEcrloN 34, T4S, R96W
SEGT|ON 3, T5S, R96W-.,;
1" = 250'
SCALE
I/4 SECTIOT LINE
z
ì¿l-( ¿ \JÈÈâJ¡<oËúú*-o
3ã Ë d\ôv^*î
3e i 2Ë3$3
=4 € e
Èr4 t') ÊZèÙt t.t i7, I¡IYôË
a r 4
Éãe
Qj
tl(h
(,
€
Fl
o(t)
úrc
U
uz
J
t-É
t¡¡ÈoÉÈ
t¡¡z
J
zo
Fo
l¡¡
U,t
F
EXIST¡NG AG
E34 496 PAD
F'
aî
2o
þ(,
t¡¡o
rt(rt
2o
¡-(,
t¡¡
v,
"Éf
:
.i'
UINII\H
85 South 200 East
Vernal, UT 84078
O:435.789.1017
www.uintahgroup.com
- SINCE 1964 -
,tît.
SITE BOUNDARY
PROJ.NO: CAEoI-19-0061
UELSFILENO.: C -7 066
DATE DRAWN: 06-29-23
DRAWN BY: A.T
SCALE: l"=250'
RDVISIONSBYDATEREV
CONSTRI-JCTION
4^
SHEET
-- - -il- * .EXISTINGPIPELINE
P,Q
'¡
t
rG
v
\
'ëq
lrr = 250r
SCALE
0, l2s, 250'
5211v,
07-06-23
OWNER INFORMATION:
PARCEL t 191727400012
CAERUS PICEANGE LLC
I/4 SEGTION L¡NE z4L¡ì¿'i \JÊrÈâ-lt<ôËúú-^oaÊ<gJ
Eãä3O\>U).:6 ¡ 2Ë3$B>.4 € e
ÈE (., âZü?li
'hZll\J ti FÙ \J EE¡Ér4
üão
()
Èj
(n
()
€¡l-o
(t)
ú
frl
U
t
G¡
zo
t-(,
t¡¡o
ttlrlzo
t-or¡6
EXIAflNG 8G
E34 496 PAD
¡{orEE:
I. REFER TO NOIEA AHEET FOR ÎYP¡CAL CRO88
aEcTrofl DETAIL (tr{EET 2).
2. GOilIRACTOR TO ADJUIT GOÍ{ÎROL HEASURES AS
IIECDED II' TI{E FIELD. AIL CIIAilGEA ilEED TO ¡E
IIOÎCD AXD TARKEO UP ON THETE EHEETI.
3. UAE EXIRETE CAUÎION WHEN CO¡{ITRUGTIrIO NE/AR
EXIATINC
'IPEL¡¡IEE
(CONÌAGT PIPELI¡IE OWNER FOR
SPECtFtGAïrONtr.
4. A¡{TIGIPATED AiEA OF D¡AIURBAI{CE IA 6.5 ACREA.
,tT\
ulhr1zA.nt¡at¡rlttra I tar! autY¡Ylra
85 South 200 East
Vernal, UT 84078
O:435.789.1017
www.ulntahgroup.com
- srNcE 1964 -
NOIEST
I. REFER 10 NOÎES AHEEI FOR IYPIGAL CROSS
aEGlroN DETATL (SHEET 2).
2. CONTRÄCTOR IO ADJUST CONTROL MEAAURES AS
NEEDED ¡N lHE FIELD, ALL CIIANGES NEED TO BE
NOÎED AI{D MARKED UP ON THEAE 8}IEEÎA.
3. USE EXTREME CAUTION W}IEN CONSTRUCTING NEAR
EXtt¡ttNG PIPELINES (CONÎAGÎ PIPELIilE OWNER FOR
SPECtFICAIlONS).
4. AXTICIPATEO AREA OF DISTURBANCE ¡S 6.5 ACRES.
SITE BOUNDARY
MARK
PROJ.NO: CAE0I-19-0061
UELSFILENO.: C-7066
DATE DRAIVN:06-29-23
DRAWN BY: A.T
SCALE: l":250'
0&l+23I CORRECT L,TBELA.T
REVtSIONSRYDATEREV
CONSTRUCTION
4ß
SHEET
--- -.. .,-II-- EXISTINGPIPELINE
0, 125' 250'
lrr = 250t
SCALE
11
o8-14-23
OWNER INFORMA
PARCEL * 19',7274oo'l¡12
GAERUS PIGEANCE LLC
OWNER INFORMATIONT
PARCEL # 191529400002
RUEBEN G. & STEPHAN¡E
DIANE OLDLAND
z4Ji 1oê-ê¡AJs<oË¿ú*^o22
"
dÊìo:,Q\ê v ^ *î
3e i 2Ë3sBãÉ3:Za¿toiZlt\J2iF
= =
á
üão
Ujj
(t)
€j
(t)
ú
f¡l
O
t¡¡2
J
t-
É
l¡¡ÊoÉÀ
uz
J
zo
F(,
u¡ot
uIlwan+r¡arrrrrrra I tart aurY¡Ylxa
85 South 200 East
Vernal, UT 84078
O:435.789.r017
www.uintahgroup.com
- SINCE 1964.
,r|Itt
NOTES:
I. REFER 10 NOTES SHEEÎ FOR TYPICAL CROSS
sEcrloN DET II (sHEEl 2).
2. GOXIRAGTOR TO ADJUST CONIROL MEAAURES AA
NEEOED IN TIIE FIELD. ALL GHANGEA NEED TO BE
NOTED AI{D ÍÚARKED UP ON THESE SHEEIA.
3. USE EXTREME CAUÎION WIIEN CONSTRUCÎING NEAR
EXlSTlt{G PlPELll{ES (GOXTACT PlPEL|l{E OWNER FOR
aPECtFtCATIOTA).
¿L ANTICIPATCD AREA OF DISTURBAilCE ¡A 6.5 AGRES,
sEcrtoil 4, Tss, R96W
sEcrtol{ 33, T4S, R96W
OWNER INFORTIATION:
PARCEL # 191529400002
RUEBEN G. & STEPIIANIE
DIANE OLDLAND
ON:OWNER I
PARGEL # 191727400l¡12
CAERUS PICEANCE LLC
PROJ.NO: CAEoI-19-0061
UELSFILENO.: C -7 066
DATE DRAWN:06-29-23
DRAWN BY: A.T
SCALE: l"=500'
CORRICT LÂBELA.T0&1423I
RDVISIONSBYDATEREV
POST.CONSTRUCTION
SHEET
5
-,- - -t- -. -"-.- -,- :EXISTING PIPELINE
4+'8,
I
rt
SEGT|ON 3, T5S, R96W
sEcTtoN 34, T4S, R96W
0r
1" :500'
SCALE
250' 500'
rt͡
2o
l-(,
t¡¡o
rr,F'
zo
t-(,
t¡¡o z4Éì¿'i \J
êi ê¡ ¡^JE<oËúú*-oat-rAJ
33 5 I\o\J ^rîO\*U)a;ı i 2Ë3sB>,4 ü e
Èr¡{ rl Êzù(')i,LZIt\J;d-Ð \J ¡¡IF4!-Jã!:Z
¿ ã o
Q
Fìj
Ø
d¿
Þì
(t)
ú
trl
U
¡u-J
F
É,
t¡¡ÀoÉÀ
t¡¡z
J
zo
F(,
t¡¡
tñç
F
EXISTIilG SG
E34 496 PAD
,l|I\L'II\ TAH
85 South 200 East
Vernal, UT 84078
O:435.789.1017
www.uintahgroup.com
- SINCE 1964 -