HomeMy WebLinkAbout20212341.tiffUSRs within one mile
SR 18-0107
'NCH HIGH
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WC 34
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POWER
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Agricultural Holding
Environmentally Constrained
Residential & Recreation
Residential
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PROPOSED
FENCE
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SO' ROW FOR DENVER
GREELEY AND FORT
COtU)NS RAI: ROAD
COMPANY
RECEPTION NO 116266
DATE: 1/21/1907
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OWNER: ANADARKO E & P COMPANY LP
(WED COUNTY PARCEL 1.D.
12O9152000.16)
TONING: WELD COUNTY
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The access point is off of CR 34
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INPO
SITE SPECIFIC DEVELOPMENT PLAN
USE BY SPECIAL REVIEW PERMIT
DEVELOPMENT STANDARDS
USRXX-XXXX
INTENTIONALLY LEFT BLANK
USE BY SPECIAL REVIEW
ST. VRAIN LAYDOWN YARD
NW1/4 SECTION 15, TOWNSHIP 3 NORTH, RANGE 67 WEST, 6TH P.M.
WELD COUNTY, STATE OF COLORADO
USRXX-XXXX
APRIL 2021
VICINITY MAP
1" = 1000'
EXISTING
AGGESS POINT SUNNI MICR
EXISTING
T3N R67W
0 1000' 2000'
1" _ 1000'
TOWN Of
PLATTEVIRE
T3N R67W
SITE COIL CLASSIFICATIONS
fp a oAn _ r,nl
PAGE INDEX
iFINAL DEVELOPMENT PLAN
SHEET NO
SHEET NAME
COVES SHEET
EXISTINGCONDITIONSSITE RAN
OVERALL SITE MAN
USE
USE I
PROPERTY OWNER'S CERTIFICA IION
ne Tvolomoret mace Noway LM,tens) Co .wool,) altee to Ile Soil 50*010 oeool potel Hat.:vn USe IS
Special Revlev Development Mandates as O€ScnUPV nerecn Pus day U
dyne.. 553nalwe
PLANNING COMMISSION CERT IFICAI ION
Tam Ls Ne teddy Gnat 0:0 Weld Ctwrry Mann) CornanSSYvt Am mutated and 00ES na 1N real.... to tot.
Bourn of County Canmi5Yonets. Weld Canty COICEa00. Tor its rontrmatkn. approval 0tH a00p5on Ms See
Spawns Development Plan one Use V., Special Revtew as ,)taw. and de.. thereon Ma day At
20
CISSL WAX CUMIN PLmIN.y :lxrvty!
BOARD OF COUNTY COMMISSIONERS CERTIFICATION
inks a to emu's Out Ne Bawl 01 Canty Canrussorters. Weld Counts. CLAT0M. COES hereby contnn and
adopt 005 Site Spealc Development Pan and Use LW Specal Revam a. DeLALW,I A S4vgaMU5 as 0101W
a.oe50ll000ltereott Nis 00501 _ _.. ,20
,ThatDiann of 00IAA1 COnn5Wner5
ATTEST
WNO C:ounS Clen, to the Boom
Or
Dewy Cleat to Ole Board
LOCATION MAP
NOT TO SCALE
GENERAL NOTES:
• THIS USA DOCUMENT WAS PREPARED IN ACCORDANCE WITH SECTION
23-2.160.0 OF THE WELD COUNTY CODE
• ORIGINAL DOCUMENT SIZE: 24•
LOVELAND OFFICE
iNat6 FImAral.ldIn A
a.dorts Cando ODDS
Phone 976],6131
SHERIDAN OFFICE
on %berm Avenue
Phone l07-67.0,109
CONSULTING, LLC
Western Midstream
LOAM
ST. VRAIN LAYDOWN YARD
COVER SHEET
[SCALE:
SURVEY DATE: 10/8/2020
1"=1000'
DRAFTED BY:
CDJ
SHEET:
USR-1
DATE:
04/23/2021
REVISED:
WELD COUNTY MECO AD
ZONING. WELD 4OU
.209,6•0000ZONING: W. COUNTY
LEGEND
o EXISTING WELL
EXISTING ROAD
EXISTING RESIDENTIAL BUILDING
® EXISTING BUILDING
EXISTING ROW/EASEMENT
- - - - COUNTY ROAD ROW
I EXISTING WATER BODY
PROPERTY LINE
EXISTING CONTOURS LS ET)
STORMWATER DRAINAGE
�- STREAM / RIVER / DITCH
ST. VRAIN LAYDOWN YARD
NW1/4 SECTION 15, TOWNSHIP 3 NORTH, RANGE 67 WEST, 6TH P.M.
WELD COUNTY, STATE OF COLORADO
°V"": PanttriVIFEEVErC'"
am RT. .
MORI
DAVIS ROBERT COUNTY
(HELD
1209
ZONING: D
QUARTER SECTION UNE
t
TONING. WELD COUNTY R GATE FIZZZIC
0 ran • ZONING.WOO COUNTY
GENERAL NOTES:
• ORIGINAL DOCUMENT SIZE: 2A" T B6"
CONSULTING, LLC
DRAFTED BY:
CDJ
REVISED:
LOVELAND OFFICE
B. Avenue
I.o,. AC.. . Basle
Phew WD2T6Alll
SHERIDAN OFFICE
IOW (*Ion Avenue
% WIToETAZ BTBDE
Phone R,674-0eDB
S10 Ia
T3N I9
R67W
n'ou
II
VALVE SET
QUARTER SECTION ONE
Western Midstream
MAINTAINED SY WHO COUNPE
ST. VRAIN LAYDOWN YARD
EXISTING CONDITIONS SITE PLAN
SCALE:
1" = 200'
SURVEY DATE: 10/8/2020
SHEET:
USR-2
DATE:
04/23/2021
59
T3N
R67W
If
L
ST. VRAIN LAYDOWN YARD
NW1/4 SECTION 15, TOWNSHIP 3 NORTH, RANGE 67 WEST, 6TH P.M.
WELD COUNTY, STATE OF COLORADO c u
—T—iW LDE
ONIN . ,00'UNTY
ICE OF COLO A.
QUARTER SECTION LINE
Witgp
AN
t
" 55'TPiFfDNE ROW
R DATE:J//A]/E/
, REVIEW
S70
T3N
Dc�ul II II COUNTY RoDX:.
VALVE SET
DATE: 11214/03
R LPISAr DATE.4/18/9A
S
QUARTER SECTION LINE
BOOK
.5 IAiL ORDER
IWEL VOCARLEE235T
LEGEND
-A-A- PROPOSED FENCE
O EXISTING WELL
--- EXISTING ROAD
WHIM PROPOSED ACCESS ROAD
EXISTING RESIDENTIAL BUILDING
EXISTING BUILDING
EXISTING ROW/EASEMENT
COUNTY ROAD ROW
( EXISTING WATER BODY
---- PROPERTY LINE
EXISTING CONTOURS (5 FT)
}STORMWATER DRAINAGE
STREAM / RIVER / DITCH
GENERAL NOTES:
• ORIGINAL DOCUMENT SIZE: 20" X 36"
6O•J SHERIDAN OFFICE
LOVELAND OFFICE
a NaW FM. Avenue
3..M" clRa Ha°SAa
0R59•heTAvenue
Sheridan. daF
Pi-0,50,xeol
CONSULTING, LLC
Western Midstream
gook
o5EP{.!
0 200' 400'
1 - 20W
ST. VRAIN LAYDOWN YARD
OVERALL SITE PLAN
SCALE:
1" = 200'
SURVEY DATE: 10/8/2020
LDRAFTED BY:
CDJ
SHEET:
USR-3
DATE:
04/23/2021
REVISED:
0 0 0 0 O
LEGEND
ST. VRAIN LAYDOWN YARD
NW1/4 SECTION 15, TOWNSHIP 3 NORTH, RANGE 67 WEST, 6TH P.M.
WELD COUNTY, STATE OF COLORADO
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------ VAS
X11— PROPOSED FENCE
O EXISTING WELL
--- EXISTING ROAD
Wage PROPOSED ACCESS ROAD
EXISTING ROW/EASEMENT
--- COUNTY ROAD ROW
—0,—/N PROPOSED BERM
- PROPOSED DITCH CENTERLINE
---- PROPERTY LINE
CONTOURS
STORMWATER DRAINAGE
STREAM / / RIVER R / DITCH
GENERAL NOTES:
• ORIGINAL DOCUMENT SIZE XA" r TS"
LOVELAND OFFICE
6IONS North Ynnidhl Avenue
1.wel.M, Color* ROM
B
Phone Piaii6.31
609 SHERIDAN OFFICE
Shedd, oa wTm�BEPPI
Phone
ha307•674.060P
CONSULTING, LLC
Western Midstream
S15
T3N
R67W
Ala Wallt""
/ 0 O 0 0 O
EQUIPMENT UST
Pll
zoxu s,„,„=====.
SLT,IO"S
11 220INC
EPS
1 EXTENSIONS
CP NT MP
MI CUM °USA NO YORAM' GUARDING,
NG
SP /10 FT HICLOSEWAFTERING
e GOOSENECK HYDRAULIC 0
PPMI')
AM,. AUTOMATED PETER AUKOINGS IAPPROX n
LOCKABL. El OA PRO AN 01
25 15'N'50=-TAILTPINAPING OOP LINO
In xel
I 1
000
000
Vggr
0 50' 100'
1" =50'
ST. VRAIN LAYDOWN YARD
LAYDOWN YARD SITE PLAN
SCALE:
1"=50'
SURVEY DATE: 10/8/2020
DRAFTED BY:
CDJ
SHEET:
USR-4
DATE:
04/23/2021
REVISED:
EXISTING ROM) ,
la SI waE7
PEOunTPPE�
O O O
0 �rnl 'rERCE
TES-
nEFE
kninva
�aT.T PRIZPAO4PD
-,'"T 77 77-7 F rl) `
A
ST. VRAIN LAYDOWN YARD
NW1/4 SECTION 15, TOWNSHIP 3 NORTH, RANGE 67 WEST, 6TH P.M.
WELD COUNTY, STATE OF COLORADO
t
O O o O
S15
T3N
R67W
000
EMITTING ROAD
LEGEND
-.R-R- PROPOSED FENCE
O EXISTING WELL
EXISTING ROAD
Egiggia PROPOSED ACCESS ROAD
EXISTING ROW/EASEMENT
— - - — COUNTY ROAD ROW
-0--O- PROPOSED BERM
PROPOSED DITCH CENTERLINE
- PROPERTY LINE
CONTOURS
RR�STORMWATER DRAINAGE
STREAM / RIVER / DITCH
GENERAL NOTES:
• ORIGINAL DOCUMENT SIZE: R4". 36"
IMPROVED
609 SHERIDAN OFFICE
LOVELAND OFFICE
"rll P,AvAvenuei Loveland. Glen* MOM
Phone PE6fEMTEI
WS Bn6nHm Av"IP
Shedd, wPhone Oa>J.0609
CONSULTING, LLC
II
orz>i°iisi'as
SECTION lINE
II
Western Midstream
S10
T3N
R67W
0 50' 100'
1"= 50'
ST. VRAIN LAYDOWN YARD
LAYDOWN YARD ACCESS SITE PLAN
SCALE:
1"=50'
SURVEY DATE: 10/8/2020
DRAFTED BY:
CDJ
SHEET:
USR-5
DATE:
04/23/2021
REVISED:
COUNTY ROAD 19.5
PROPOSED
ST. VRAIN
I LAYDOWN YARD
UNION PACIFIC
RAILROAD
SURFACE OWNER:
ANADARKO E&P COMPANY LP
(PARCEL 120915200036)
COUNTY
ROAD 19
COUNTY ROAD 34
EXISTING ST. VRAIN
COMPRESSOR
STATION
SOIL STOCKPILE
AREA
LOCATION MAP
1 700'
GENERAL NOTES:
1. THIS DRAINAGE AND EROSION CONTROL PLAN WAS PREPARED FOLLOWING WELD
COUNTY MUNICIPAL CODE AND DESIGN GUIDANE I PROVIDED BY MILE HIGH FLOOD
DISTRICT.
2 DISCLAIMER: THIS PLAN REPRESENTS AN APPROXIMATE LOCATION OF DRAINAGE AND
EROSION CONTROL FEATURES; EXACT LOCATION MAt VARY DEPENDING UPON EXISIING
EASEMENTS, PIPELINES, FLOWLINES, AND SETBACK REQUIREMENTS.
1. ORIGINAL DOCUMENT SIZE: 11^X 1T
\COUNTY
ROAD 21
ST. VRAIN LAYDOWN YARD
DRAINAGE AND EROSION CONTROL PLAN
LOCATED IN SECTION 15, T3N, R67W, 6TH P.M.
WELD COUNTY, COLORADO
WELD COUNTY
US 34
PROJECT
SITE
VICINITY MAP
PAGE INDEX
1 - COVER SHEET
2 - SITE OVERVIEW
3 - LAYDOWN YARD
4 - SOIL STOCKPILE
5 - STORAGE SWALE OUTLET
6 - SPILLWAY DETAILS
7 - OUTLET DETAILS
8 - BMP TYPICALS
Western Midstream
ST. VRAIN LAYDOWN YARD
DRAINAGE AND EROSION CONTROL PLAN
COVER SHEET
SCALE:
JOB NUMBER:
VARIES] LPAGE:
20-66
DRAFTED BY: KMG
DATE:
2/4/21
REVISED:
0
250'
1" = 500'
S' CONTOURS
LEGEND
5 00'
I
r
or
-,
_4
▪ N
I
r
e
0i ST. VRAIN CREEK
FLOODPLAIN
(ZONE A)
1
UNION PACIFIC
RAILROAD
e .
14'
..e.a-, ,
-c • -Imo_-_--",� 1
/
---
EXISTING CONTOUR
FISTING IRRIGATION DITCH
PROPOSED FENCE
PROPOSED ACCESS ROAD
STORMWATER DRAINAGE
1
t
I
I
SURFACE OWNER:
ANADARKO E&P
COMPANY LP
(PARCEL 120915200036)
EXISTING
ROAD
PROPOSED
ACCESS
ROAD
PROPOSED FENCED x
BOUNDARY
(12.68 ACRES)
4795
PROPOSED
GRADED
LAYDOWN YARD
(7.67 ACRES)
=MP IMP IINIMMIMIE,
t.
X X X ----X X
II
Ii
1
4800
GENERAL NOTES:
1. DISCLAIMER: THIS PLAN REPRESENTS AN APPROXIMATE LOCATION Of DRAINAGE AND
EROSION CONTROL FEATURES; EXACT LOCATION MAY VARY DEPENDING UPON EXISTING
EASEMENTS, PIPELINES, FLOWLINES, AND SETBACK REQUIREMENTS.
I ELEVATIONS ARE BASED ON NAVDBB (GEOI012B).
Aims
EXISTING ST. VRAIN
COMPRESSOR
STATION
)
.l
A
BEEMAN DITCH
ST. VRAIN LAYDOWN YARD
DRAINAGE AND EROSION CONTROL PLAN
SITE OVERVIEW
(REVISED:
I
3
I
2
6
g
g
s
Y
ICEMAN STATE
32N-A16HZ WELL PAD
(RECLAIMED)
0 0 0 0 0
0
50'
C-
100'
1"=100'
1' CONTOURS
I
I
iP
U'
EXISTING ROAD
EMERGENCY
SPILLWAY
401
\•
'%.____•
DIVERSION
DITCH
>-- 0.4% DITCH SLOPE
x x * x
GRADED AND GRAVELED
LAYDOWN YARD (7.67 ACRES)
/
MAVERICK STATE
4C-16HZ WELL PAD
(RECLAIMED) BERM
1 (TO MAINTAIN 1'
OF FREEBOARD)
0 0 0 0 0 0
_4795
_--
TURN -AROUND
/1 ACCESS ROAD
STORAGE
SWALE
0.2% DITCH SLOPE
------ 4795 '
UNDISTURBED
!'4 (NATIVE) 'Wit/
STORAGE AREA
UNDISTURBED
(NATIVE)
STORAGE AREA
12" HDPE
OUTLET PIPE
STORAGE
SWALE
1
O O O O C
}
GOOSE 39N-8HZ
WELL PAD
(RECLAIMED)
4795
/ i BERM
(TO MAINTAIN 1'
II OF FREEBOARD)
TOMCAT F14 FACILITY
ENTRANCE
GATE
PROPOSED
ACCESS ROAD
EXISTING ROAD
LEGEND
EXISTING CONTOUR
EXISTING ROAD
STORMWATER DRAINAGE
PROPOSED CONTOUR
PROPOSED ACCESS ROAD
PROPOSED FENCE
EXISTING WELL
to
Fla
ine
PROPOSED DITCH CENTERLINE
PROPOSED BERM
PROPOSED CULVERT PROTECTION I WRAP
100 -YEAR STORM WATER STORAGE FOOTPRINT
PROPOSED PERMANENT SD DING
GENERAL NOTES:
I. DISCLAIMER: THIS PLAN REPRESENTS AN APPROXIMATE LOCATION OF DRAINAGE AND
EROSION CONTROL FEATURES: EXACT LOCATION MAY VARY DEPENDING UPON EXISTING
EASEMENTS, PIPELINES, FLOWLINES, AND SETBACK REQUIREMENTS.
2. ELEVATIONS ARE BASED ON SAVORS (GEOID12B1.
3. TOPSOIl STOCKPILE AND STORAGE SWALES WILL BE SEEDED AND VEGETATED.
Western Midstream
ST. VRAIN LAYDOWN YARD
DRAINAGE AND EROSION CONTROL PLAN
LAYDOWN YARD
SCALE:
= 100'
[JOB NUMBER:
20-66
DRAFTED BY: KMG
,PAGE:
30F8
DATE:
2/4/21
REVISED:
F
4
x
6
GENERAL NOTES:
1 . DISCLAIMER: THIS PLAN REPRESENTS AN APPROXIMATE LOCATION OF DRAINAGE AND
EROSION CONTROL FEATURES; EXACT LOCATION MAY VARY DEPENDING UPON EXISTING
EASEMENTS, PIPELINES, FLOWLINES, AND SETBACK REQUIREMENTS.
2. ELEVATIONS ARE BASED ON NAVDSS(GEO1D121).
EDGE OF STORAGE
SWALE ELEVATION
4793.05'
1c
0
100 -YEAR
STORAGE
5 -YEAR
STORAGE
STORAGE SWALE / OUTLET PIPE
INVERT ELEVATION
4792.17'
O
TOP OF BERM
ELEVATION
4795.07'
OUTLET PROFILE
SCALE: NTS
10.5'
30'
EXISTING ROAD
OUTLET ELEVATION
4791.92'
BOLT -ON HDPE
ANTI -SEEP COLLAR
45'
12" HDPE PIPE
GENERAL NOTES:
I. DISCLAIMER: THIS PLAN REPRESENTS AN APPROXIMATE LOCATION OF DRAINAGE AND
EROSION CONTROL FEATURES; EXACT LOCATION MAY VARY DEPENDING UPON EXISTING
EASEMENTS, PIPET INES, FLOWEINES, AND SETBACK REQUIREMENTS.
t. ELEVATIONS ARE BASED ON NAVOM IGEO1012B).
Western Midstream
ST. VRAIN LAYDOWN YARD
DRAINAGE AND EROSION CONTROL PLAN
STORAGE SWALE OUTLET
SCALE:
VARIES
[JOB NUMBER:
20-66
DRAFTED BY:
KMG]
PAGE:
50F8
REVISED:
1 DISCLAIMER: THIS PLAN REPRESENTS AN APPROXIMATE LOCATION OF DRAINAGE AND
EROSION CONTROL FEATURES; EXACT LOCATION MAY VARY DEPENDING UPON EXISTING.
EASEMENTS, PIPEL INES, FLOWL INES, AND SETBACK REQUIREMENTS.
2. ELEVATIONS ARE BASED ON NAVDBI (GEOID121).
C
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Diversion Ditch and Berm
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Flow
NOTES
DIVERSION SWALE SHALL SLOPE BETWEEN
0 50% AND 8% TO A STABILIZED OUTLET
SUCH AS A SEDtMENT TRAP
ALL BERMS MUST BE FULLY COMPACTED SO
THAT THERE IS NO LOOSE SOIL
Temporary and Permanent Seedinu (TS/PS1 TS/PS
Table TS/PS-I. Minimum Drill Seeding Rates for Various Temporary Annual Grasses
SimleiseG
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Mae
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Depth
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Cool
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Cool
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Cool
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I - 2
Secaasful seeding of annual grass resulting in adequate plant growth will
usually produce enough dad -plant residue to provide protection from
wind and water crouton for an additional year. "rhos assumes that the con
is not disturbed or mowed closer than K inches.
Hydraulic seeding may he substituted for drilling only where slopes are
steeper than 1 I or where access limitations exist When hydraulic
seeding it, used. hydraulic mulching should he applied as a separate
operation, when practical, to prevent the seeds from bring encapsulated in
the mulch.
s Imgation. if consistently applied, may extend the use of cool season
species dunng the summer =mats.
Seeding rates should be doubled it seed is broadcast. or increased by 50
percent if dune using a Brillion Drill or by hydraulic seeding.
Western Midstream
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DRAWN BY: SPB
CREATOR DATE 3/8/14
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APPROVED: -
APPR. DATE
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