HomeMy WebLinkAbout4.0 Permit 04.14.2011•111 P O'hA Ilirii1+s 1 101014 II III
Reception#: 801391
04114/2011 11 05,23 AM Jean Alberico
1 of 9 Rec Fee $0 00 Doc Fee:0.00 GARFIELD COUNTY CO
LAND USE CHANGE PERMIT
for
PDPA 6644 & 6645
DEVELOPMENT WITHIN THE FLOODPLAIN OF DIVIDE CREEK FOR
ANTERO RESOURCES COOPERATION, GENERALLY LOCATED AT THE
SOUTHWEST INTERSECTION OF COUNTY ROAD 311 AND 335 IN SECTION
12, TOWNSHIP 6 SOUTH, RANGE 92 WEST, GARFIELD COUNTY.
PARCEL NO# 2179-114-00-114 AND
2179-123-00-339
In accordance with and pursuant to §4-111, Development in the 100 -year
Floodplain, of the Unified Land Use Resolution of Garfield County of 2008, as
amended, the Director of the Building and Planning Department hereby authorizes
the following activity:
Construction of a 12" steel gas line, a 12"
irrigation line and a 12" water line within the
flood -fringe and the floodway of Divide Creek
This Land Use Change Permit is issued subject to the conditions set forth in Exhibit
A and A-1 (attached hereto), and shall be valid only during compliance with such
conditions and other applicable provisions of the Unified Land Use Resolution of
2008, as amended, Building Code, and other regulations of the Board of County
Commissioners of Garfield County, Colorado.
BUILDING AND PLANNING DEPARTMENT,
GARFIELD COUNTY, COLORADO
Director
County File Number FDPA 6644 & 6645
1111 EIS IONIA , Mthill ION111111.111,1+ CIII , 111
ReceptionN: 801391
04/14/2011 11'05 23 AN Jean R1berico
2 of 9 Rec Fee $0.00 Doc Fee•O 00 GARFIELD COUNTY CO
Exhibit A
1, All representations of the applicant within the application shall be considered
conditions of approval unless otherwise modified by the Director
Determination.
2. No alterations of the floodplain may be made other than the specific
improvements noted in the application and shown on drawings provided by
Daniel J. Comely, P.E., of Schmueser, Gordon and Meyer (SGM) as labeled
"Divide Creek Temporary Diversion Plan" and surveys provided by River
Valley Surveying attached hereto as Exhibit A.
3. All new construction or substantial improvements shall be designed (or
modified) and adequately anchored to prevent flotation, collapse or lateral
movement of the structure resulting from hydrodynamic and hydrostatic
loads, including the effects of buoyancy.
4. All new construction or substantial improvements shall be constructed with
materials resistant to flood damage.
5. All new construction or substantial improvements shall be constructed by
methods and practices that minimize flood damage.
6. Regulated wetlands shall be restored to preconstruction conditions.
7. Construction and reclamation shall adhere to all conditions of Garfield
County grading permit, GRAD -6-10-1611.
8. Applicant shall obtain and provide a copy of a Utility Permit from Garfield
County Road and Bridge to the Building and Planning Department prior to
construction.
9. Construction shall adhere to any recommendations/requirements from the
County's consulting engineer if any are made.
10. Applicant shall provide a security in the amount of $14, 625 for revegetation
of disturbed site and forward all noxious weed field surveys to the County
Vegetation Management Department upon completion of survey.
11. Applicant will adhere to the Weed Management Plan submitted with the
grading permit in particular removal of all Tamarisk and Russian Knapweed
in the construction area.
County File Number FDPA 6644 & 6645
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217911400114 (Area 1,377 acres)
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Garfield County Rural Zoning Designation
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PROJECT NO.
015-2598
MANN 8Y'
sdan 9nedhln
OWTE: 7/2872511
VICINITY MAP
DIVIDE CREEK CROSSING
ANTERO RESOURCES
GARFIELD COUNTY. COLORADO
1111 VI 110!
Reception#: 801391
04/14/2011 11:05:23 AM Jean Alber leo
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OLSSON
ASSOCIATES
826 21.112 ROAD
GRAND JUNCTION,
CO 81505
TEL 970.263.7800
FAX 970.263.7456
EXHIBIT
147 Union Boy,ever1 Suite 700 TEL 720-962.6772
FAX 720.962.6.95 ivy.w.oaccnsu'lL1g.p37
PROPERTY LINE
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MAP NUMBER 050205 1 1 1 IC . .
REVISED AUGUST 2, 2006
APPROXIMATE LOCATION
ZONE A FLOODPLAIN
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`NOTE: SITE PLAN AND FLOODPLAIN CROSS SECTION
ARE BASED ON PLAN/PROFILE DRAWING TITLED "VF
TO MCLIN PIPELINE," SHEET 1 OF 2, DATED 08-20-10,
PREPARED BY RIVER VALLEY SURVEY, INC.
SHEET 1 OF 1
DAT]::.: G2-110,2011
DRAWN 8Y: CAU
CHECKED 8Y: I./PK
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DRAWN 8Y: CAU
CHECKED 8Y: I./PK
PATH: F':\Projects \ 010.2096 L. WTNEAEKH[BFFS
DRAWING NAME: EXHIBIT C -dug
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Reception#: 801391
04114;2011 i1-05:23 A1'1 Jean A16eriOO
5 of 9 Rec Fee:$C 00 Doc Fee -0.00 GARFTELD CC'JNTY CO
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Reception#: 801391
04114f23t1 11:25.23 RM Jean Rlberica
6 of 9 Res Fee:$0.00 Doc Fee,0.00 GARFIELO COUNT' Co
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Reception#: 801391
04114f23t1 11:25.23 RM Jean Rlberica
6 of 9 Res Fee:$0.00 Doc Fee,0.00 GARFIELO COUNT' Co
GENEVA! 0301311 0773-18 NOD,
7. PIPELINE TO EIE IA15011u.ED PER PLANS AND SPELS'F7CA770 3 NO
PIPELINE SFb4LL 8E COVERED 59777/0/JT APPROVAL BY COMPANY
REPRESENWAi1VE
Z ]RENON B077T7M SHALL BE kV AOCOR04NCE WITH THESE PLANES TRENCH
BOTTOM ELEVATION ML 617 CHECKED 7C ENSURE NT MA TCFIES 7FIE
Reabsr PROFILE - AMY 1 4471ON WILL &E CORRECTED.
1 CARE 717 DE USED 727 8/7.14175 MY IMPACT 70 MF7LAAIDS AREA - /10
Unuun1D7¢ED MIPACT WILL eE ALLOWED. CONSTRUCTION MUST RERUN
877811 075708780 IJ/IIi5.
4. AIL ENP MEASURES 4327 8E 7VSPEC7E0 GAILY RV THE WETLAND .AREA.
ANY A4dP k148VT 644/,'17 WILL BE CORRECTED A7 ONCE AND 0007615775? IA
A REPORT THAT WILL IfNCLN/DF_ AT A MINIMUM:
- 17475
- 1001770N
- STATEMENT OF THE PROBLEM'
- CORRECTIVE .40770N 77878
- 5O5/DUAL RESPONS1ALE FOR 0 75950755E 771E PROSLEV
- DATE, 1LME AND SIGNATURE 7/147 CJRPi5077YE ACTION 4885
07 0(4/50
5. /555/4 08 of THE 0(17711 70 BE COVIN.E7E0 PFR THESE PLANS AND
SPECRTCA 70NS PROVIDE A WNW 48 HR wrimitroll TO 175 005197557
AND Eh+ 'viE J7 PRIOR 7O 130RIC. 57CRVEEI? £7..41L 578/Y CURRENT 083(75
770135 PRIOR 7O 7HE WORN:
H ALL RE07815D 9E071R3C MATERIAL SwNLL. BE CIAS5 S ARC AND
COMPACTED AV ACCOR247/05 NTH TIME 07-43 4NG IN GENERAL, MATERIAL
SHALL BE PLACED RV 12' LIFTS AND CD17540157 70 95X STANDARD
8500TDR DENSITY. COMPACTION TESL] SHALL BE PERFORMED Ai Too 7007
170577/ 1.7 (8771 757 RESULTS PROMOEO To 7445 COr/7RACTOit5 ENG75EER
ANP C 4°ANY.
7 A(L ROCK ANI) MEM' 502 NOT USED RV THE B4(7X47LL WILL 85
HAULED O.FF.o1T 70 .4 5OCA775N 0 GNATED BY DIE COMPANY
REPRESFN7ATIVE
& CONTRACTOR 10 SHALL LLL PE_RF:RM SOINACE ROI:O NING UPON
COMP1/7701 OF PROTECT ID 47H4L 0740E447,0 PRIOR 7O RE -VEGETATION OF
THE SIMONSON PROPER71'. (0.40 1/r).
9. FENCES ON 744E SIMONSON PROPERTY' SMALL BE RETAIL 7 [447' THE
S OME MATERIALS USED INT 175 F#5TING FE'NC'E. II -OWES AIL 9E
INSTALLED AT THE RAW TO ALLOW THE FENCE 70 BE SUPPORTED AND
731CNTENED PROPERLY.
10. INE COUNTY /1050 WILL BE OPEN CUT. ROAD SHALL BE 54801)7 A
437/7771 2. WE? 7#N TRENCH 0/ EATER SIDE.. .ALL &40('-4(5 .480
ASPHALT RsoLAC£MENT /47/1 BE PERFORMED 8/ A000R0WCE :s77y THE
=ATV SWECIFN 4710NS INCLUD680 1544FIC 07817701, AND OMER COUNTY
S1PerrSION BY A COUNTY .APPROVED ASPHALT Ll7N77 40708 PJPELNE
C17NTRAcrow WILL 54005RL1 7SRVG A "7104357#£ FILL' 44877M:RE AS
DE57GALA7577 27 Thr COUNTY Id/8A REPLACEMENT .5/7451 85 .4 4474 /8 or
e Me CLASS 6 ABC REPLACEMENT SHILL Er2 A MM2 14144 OF 8' 04F74.
PIPELINE CONTRACTOR /47CL BE R3MPONSk6LE FOR 061.4817/5 UTILITY PLCVIT
FRAM THE COUNTY FOR HIE REMAO an:
11. 07P/ 4877 171177 /47705 WILL BE TESTED IN ACCORLd4NCF WON DIE
RF7t2REMEN75 07 ASME 877.8 cOIIPANY MAr ELECT 70 TEST UP TO TOOT
OF THE /gr ns,
i2. HYDR0TEST/NC OF THE LIVES /ISL BE PERFAR,d/EC PRIOR 717 07.4CTNC
MEM RN SERvzF AND PRIOR 70 RELE46/7; THE CONTRACTOR FROM 771E
.108 SPECIFIC HYOROTEST 1.R0CEDI/RFS 4321 BE PROYTIOED sr 77/5814 70
THE CONTRACTOR. A'57OPAIE0 4YOROTES7 PRESSURES ARE AS FOLLOWS
- 12" 57/17 GAS zinc WILL BE 115780 ro 2700 1,57c
- 12' POLY PRODUCED MMMIER LINE WILL HE TESTED 7O 250
PSA:
- 72- POLY (14052477041 LINE 7071L BE 7577E0 70 2147 PS/0
7.Z 71YD OTEST WGIIER WTLL NOT 8E DISPOSED OF ON 771E ROW. ALL
HYDRO WATER WILL BE COLLECTED .4N0 7404.80 70 A 5054/ 87 DE57rhATEJ
er res COMPANY REPRESE8147/ 7
14. SALVAGED TOPSOIL FROM WORK AREA 10 BE STOCKPILED AND
PROTECTED WITH 31(7 FENCE AND/OR EROSIONS Lots A1/V1/SD PERIMETER
f.RF 7147 PILI . i0F'SO/L 777 BE REPLACED PRTOR 70 57585/ 5/0 AN0
8HLpi1NC OF DIS7URHF57 AREA,
15. 557710 COMMONS SURVEY BY most? VAL.LE r SoR E5 FALL 2010,
FOR
CONSTRUCTION
EROSION CONTROL TOOLBOX
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7174 0444RY 7YWVNFi MAIN777SWCF 1/0717
7 The "WARP 77arieger Shap inspect Channel Nary and during and after any stoma renal
and make repar}0 as necessary.
Z. 0irersion channel la remain in ploce unfit end or creek crossing co(/5770750n.
i When diversion channel is removed. The disturbed urea shall be reehadmed and tweed
w1/h sal7tgr8 and sro/77#7ed wet/a,r0s material or topsail as applicable. and revegetated
per speci/lrnfran.�
W = 10' (C1L4NNE7 W7D7-#1)
0 = 2.5 (R8PRAP DEPTH)
(MEDIAN wooer S.ZE)
• N e 2:1 {VAX 70ESLOPF)
Dso C e ., (MIN. CONTAIN DEPTH)
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TRENCH 307118 MRA/1 ) dON
3/4' SCREENED ROCK
The wet hooch dot ,7 a constructed by plocrn4 Miro.i40N, then
4' of uneompocted M. screened reek place the p401."os and
protide et -sereeneet pork to the .coring tine of Nhe ppo!s). Then
the 7.400 harps over the tat o1 the screened rock and
pioseines. Botha/ with 0e5.. 6 to The 12" abate F40/nes a
sham m 77- 8CAL PIPELINE SEC7,044 The rontreclor shalt create
pumping points. se Met the rrrneh GT, be eterebvad es
required
TYPI SECTION
MIN.
GE0TEA 715
(411RAFL 740N OR
7.04141) OR
IMPERV7O'JS
LINER AS 51450'7
87
H
1. Provide minimum channel SI0r78 01 0.5X
2. Provide cornpachorr to 952 standard
proctor dens0y of all OR material.
.1 Diversion channel sr7ad For 2170. cf Now.
4. OI.'. ovon Contort ono' Channel to 6e
installed prior to any work In the mutemol
creek_
TEMPORARY DIVERSION CHANNEL
5•07 70 50776 TCP 52/L - 77OWNT.D ANO 75CE0
TO AVOID ERQ5104 AND /007177..
W4W WAS*
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CLASS 6 AB7 MATERK
C01.IPACT TO 95% STANDARD PROCTOR
AT t2% OPT?MUM ik0175URE
SCARIFY AVO COMPACT TRENCH 80770M
PRIOR TO 7.3(1450 OF IS/Tum.
- COM?1,07044 TEST PERFORMED 75887 100 FEET.
- INSTALL BACKFILL IN 6" LIFTS do COMPACT
- 18/118)1 COVER DVrR PIPE IS E11" TO /737) NL ORAL{
- /LACE I?OELINES AS PER PROFILE GRADES
NATIVE/EXCAVATED .t/1 757
- K0 ROCKS 5 12' ORCANICS/TRAS1
- 95% COMPACTION 5-AN7/147 PROCTOR
AT 3iL 0411701N MOISTJ8E
PIPE 8300140
CLASS G RDC *METAL
00MPA01 TO 355 577.7(44.0 PROCTOR
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A - 77" 112P7 "POLY" WATER LINE
13 - 16` STEEL WIND
C = 12' STEEL ll'15
❑ - 12" HDPE "POL'r' =RRI7, ('.TON 747E
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6 SCFIMUESER GORDON MEYERt�
LJ E T] C 1 w C E Fe S SURVEYORS AOPto. COLORADO !97910;.`5-5.727
OW1006.., 0CC 10705 041-5755
[ 1 8 W. 4770 .STREET, .SURE 500
arnw0o0 Senl«cs. CPLOrusa 81801
107019.15.11/0.1 FAX {170,945.5946
DIME CREEK TEMPORARY
DIVERSION PLAN
Shoot 3 or 3
1111611
ANTERO
RESOURCES
•
1111 Kt% Ighimii,nirkii ' lAtral :14111 1 111,i 11 f! 1
Reception#: 801391
04/14/2011 11-05:23 RM Jean Rlberico
7 of 9 Rec Fee -51 00 Doc Cee.Q.00 GARFIELD CD:;NTY CO
Th
Txtgpizr:NE CONTINUES
P.:Z.01404q6% CROSS COUNTY ROAD
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TLANDS
EATION )
PORT FOR DETAILS
ANTERO RESOURCES('
PICE,ANCE CORP.
PROPOSED 194' C NG;',12" _PIPE
D 12" POL1RROATION,
LINE TOE OCATED;N\
E TRENCH/PARALELLO STI
N ''CA§Ik9 ALL TO0
T
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#2179-123-00-339
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100'
12" PIPELINE AS -BUILT AND
PLAN & PROFILE
DIVIDE CREEK CROSSING
MCLIN EXTENSION
1111 r.P111114.11 Mir INCIOL4111.311.1.11 1Nii 11 11 1
Receptionit : 801391
04/1412011 11:05:23 PM Jean Plberico
8 of 9 Reo Feel$0.00 Doc Fee:0.00 GARFIELD COUNTY CO
Graphic Scale in Feet
1"= 100'
River Valley Survey, Inc,
110 East 3rd. Street, Suite 213
Rifle, Colorado 81650
Ph: 970-379-7846
Valky Farms to Mclin
Extension Pipeline Project
Sitnate I•
SCCUMIS i I & 12.76S.. R42 W. of ihe
dud P.M., Garfield County, Colorado
McPHERSON
[79-123-00-536
0),
UNDERG R
VALLEY FARMS TO MCLIN
EXTENSION 'As -Built'
Exhibit Prepared For
Antero Resources
ANTERO
RESOLACES
Project: Valley Farms to Mclin Extension
Field Date: 10-18-10
Date: 02-16-11
Scale: 1 100'
Sheet: 1 of 2
5470
19"
WATERT
livP
E ER CASING
5460
5450
5440
12" WATERLINE
EXIT CASING
TO
E:
1"- 10r'HQR
1" - 10' VERT
G
2" IRRIGATION
OMMON TRENC
LA
EXISTING 6' BORA CASIN
TO H. USE 12" WATER IPELIN
EXISTING I6" rORE ING
2
5.0 BURY D PTH (MIN)
BELOW • WEST
.8' OINT IN CREEK
vio
0.
30+00
31+00
32+00
12" PIPELINE AS -BUILT AND
PLAN & PROFILE
DIVIDE CREEK CROSSING
MCLIN EXTENSION
111.41 PM 11111
Reception#: 801391
04/14/2011 11.05:23 Ail Jean Alberico
9 of 9 Rec Fee:$0 00 Doe Fee.0.00 GARFIELD COUNTY CO
33+00
34+00
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co
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35+00
River Valley Survey, Inc.
110 East 3rd. Street, Suite 213
Rifle, Colorado 81650
Ph: 970-379-7846
36+00
Vatic:. Farms to Mdln
Extension Pipeline Project
Situate la::
Smarms II & 12, TRS„ R92 W. of Mr
61h P.M.. Garfield County, Colorado
37+00
38+00
1', L
39+C
VALLEY FARMS TO MCLIN
EXTENSION 'As -Built'
Exhibit Prepared For
Antero Resources
A
RESOURZH
Project: Valley Farms to Mdin Extension
Field Date: 10-18-10
Dace: 02-1 -11
Scale: 1"=-100(
Sheet: 2 of 2