HomeMy WebLinkAboutPlansWell Pad Location (not to scale) --Pad Access Roads
GJ 697-2C --Garden Gulch Road
• Guard Shack --Existing Roads
ADJACENT PARCELS MAP
WELL PAD 697-2C TEMPORARY HOUSING
Parcels SPECIAL USE PERMIT
••• 1 216902200019 •
0 0_25 0.5 1 --==::11---• Miles
1 inch equals 1 mile ~ ({_ j\~ 00f1
MARATH ON OIL COMPANY
GARFIELD COUNTY, COLORADO
REVlS ION DATE: 9103/08 ~ REVlSION NUMBER 00
DRAW< BY: LS
APPROVED BY: LP
PR IJf' T # EGO 196 CORDILLERAN SCALE: AS SHOWN
---£X/STING ROADS
---£X/STING 2-TRACK === ROUT£ TO LOCATION
• PAD LOCATION
PAD: 697-2C
:"~;f;.':'~.,.:.:t~<::::.Lrt-~f .,~"';-.z,:o:--~RIG: NABORS M 37
Inning at the offramp of 1-70 at Parachute , thence northwesterly
1·~\~l<>lnr,n Parachute Creek Road (CO. RD . 215) a distance of 7.2 miles to a
· · ravel Road to the Left (WEST) at Garden Gulch, thence along said
t'2f!;~.;r~lvAII Road a distance of 6.2 miles to a road "Y" also being the upper
uard Shack, thence turning Right (NORTH) a distance of 3.3 miles to
Intersection, thence turning Left (WEST) a distance of 0.8 miles to
''·"'"'"07· "Jr' access road being on the Easterly side of said road. Access
LEGEND
:==EXISTING ROADS
EXISTING 2-TRACK
===ROUT£ TO LOCATION I PAD LOCATION
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1
_: September 2, 2008
~-----g~~i~~~~~terintendent
--- -Marathon Oil Company
. ___ 7_43 Horizon Court, Suite 220
Grand Junction, CO 81506
Re: Office Trailer Relocation
SGM Project No. 2008-368.001 Phase 003
Dear Don:
GLENWOOD SPRINGS ASPEN CRESTED BUTIE
I 18 W. 6TH, SUITE 200 P.O. BOX 2155 P.O. BOX 3086
GLENWOOD SPRINGS, CO 8160 I ASPEN, CO 8161 2 CRESTED BUTTE, CO 81 224
970-945-1004 970-925-6727 970-349-5355
FX: 970·945-5948 FX: 970-925-4157 FX: 970-349-5358
At your request, a representative of SGM conducted a site visit to verify temporary foundation
systems currently used to support office trailers at a well site in the Garden Gulch area.
Individual trailers range in width from 12 to 14 feet and lengths of 40 to 58 feet. Proposed
foundation systems at a different well site consist of either trailer skids bearing directly on grade
or 4-inch round steel pipe piles and cross beam systems.
I have reviewed the structural stability of the proposed foundation systems with regard to vertical
and lateral loads (wind or seismic) using the 2003 International Building Code as currently
adopted by Garfield County. Specifically, a 90 mph 3-second gust wind speed with Exposure C
for wind load and Seismic Design Category B. Foundations were designed for a snow load of 75
psf, office live load of 50 psf and dead load of 40 psf as specified by the trailer manufacturer.
Foundation design values were based on soil samples taken from both existing and proposed
trailer sites per a discussion with Yeh and Associates. Trailer skids bearing directly on fill or
native materials were analyzed for 2000 psf soil bearing pressures. Trailers utilizing 4-inch round
pipe piles were analyzed using 400 psf soil friction and 4000 psf end bearing.
Trailer skids may bear directly on the fill or native materials, provided that they are anchored to
grade at each end with (2) 1-inch round dowels or rods embedded 4 feet into the soil, with a
minimum of 4 dowels per trailer. A Y,-inch plate shall be welded to the skid in order to fasten the
dowels to the structure with the use of a '/.-inch bolt to capture the threaded end of the dowels.
Trailers that utilize steel pipe piles shall have a minimum of 16 piles per individual trailer. Piles
shall be driven to 20 foot depths or point of refusal; notify this office if piles driven to point of
refusal are embedded less than 13 feet into fill material. Since we calculated a shear force of 125
pounds at each steel cross beam, we recommend a C-clamp be provided at each beam-to-beam
connection.
Sincerely,
§---~~,}--
Erin K. Radosevich, P.E.
1:1200812008-368 Marathon oiiiPHASE 00310utboxl200809021etter.doc
697-2C #14-NABORS M37
Trailer ID C~rtifi•~+lnn T~a Comments
SAFETY 19070
NABORS SLEEPER 19199
COMPANY MAN 19057
TOOL PUSHER 19198
PERSONNEL LP1 19082
PERSONNEL LP2 19083
PERSONNEL DP/LP2 19084
PERSONNEL DP/LP1 19085
COMMAND CENTER 19196
:::__ ' .,~I.::,:i:;; _.,.. \'I -Placemenl of lhe MBI seal
··-'~MODUlAR
BUILDING INSTITUTE
Consumer Hotline:
888 .. 811-3288 (M.f' B.OMM·.SPM ET)
Placement of the MBJ seal
Indicates this modufar budding
was manufactured by or sold or
leased through an MBJ member
company subscribmg to a code
of ethics regarding high
s~andards of honesly, integrity,
pro(essJona! servrce, and
conduct
MODULAR-
BUILDING INSTITVTE
CcnsumerHotline:
·.T~~;;;;£1 ~I
MODULAR
BUILD1NG INSTITUTE
Consumer Hotline:
888..S11·3288tloW'B:IXI.\M-SPMF;T)
Ptacement of me MBI seal
indicates 1h1S modular building
was manufactured by or sold or
leased through an MBl member
company subs.cribing lo a. code
of ethics regarding high
standards of hoo.esry, mlegrity,
praless1cnal seNice, and
conduct.
EDGE
OF PAD--
, ___ -----------
NOTES:
1. OWNER IS RESPONSIBLE FOR SIZING PUMPS.
2. DEPTH OF WATER LINE IS TO BE 97.75' BASED ON
UNIFORM PAD ELEV. OF 100.00'.
2" BLUE CORE WATER LINE_ lo 3. WATER LINE TO BE INSULATED AND HEAT TAPED
END INV. ELEV. 97.75' 1 1=1 PER DETAIL ON SHEET 3.
; ~ (R 4. WATER AND SEWER LINE SEPARATION PER DETAIL
2" BLUE CORE, -I ~ ~ ON SHEET 3.
30.16' L.F. ---U~I o ~
•
u 5. DESIGN BASED ON A REFERENCE ELEVATION OF
100.00' FOR FINISHED PAD GRADE.
I
L..._ _ ___j 6. TRENCHING, BACKFILLING & COMPACTION TO
(1) 2" BLUE CORE 90 • BEND FOLLOW ATTACHED TECHNICAL SPECIFICATION 02221.
INV. ELEV. 97.75' --l.ik==lil<--17. SEWER TANK IS A 10000 GALLON XERXES MODEL.
z
LEGEND D
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@ SEWER TAP <[
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WATER TAP Uo
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CLEANOUT
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FIRE TAP u ' ,/ r--
~"-SEWER LINE <[
~~--WATER LINE
----FIRE LINE
EDG~/ 2"
OF PAD
8. STANDARD MIN. SEWER LINE DEPTH TO BE 2'
BELOW FINISHED PAD ELEV.
9. POTABLE WATER TANKS ARE 7000 GAL. EACH
I_
1-
2" BLUE CORE WATER LIN~-,
START INV. ELEV. 97.75'
<I
pc
---.)--ri --
I Fire PuMp I I House
==n1"W
\__ 2" BLUE c;/RE,
BLUE 56. 70' L.F. 2" BLUE CORE
~I -'
(1) 2" BLUE CORE 90' BEND 17.66' L.F.
I NV. ELEV. 97. 75'
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LEGEND
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1
30 YD 3 TRASH
COMPACTOR
FINI SHED PAD
GRAD E ELEV. 1 00'
4" PVC C900 SEWER LINE
START IN V. ELEV. 98.00
~4" PVC C900 , 15.90' L.F. \_ 4" PVC C900, 111 .48' L.F.
@ 2% SLOPE @ 3% SLOPE
(1) 4" PVC C900 WYE W/ 45' BEND
INV. ELE V. 94.19 '
.. ·~ "'""" ~ '~· ~
REVISION ~ CONSTRUCTION I I 8 w. 611-i STREET, SUITE 200 MARATHON OIL ~ 6 SCHMUESER GORDON MEYER
~ G~ENwooo SPRINGs . co~oRAoo 8 1601
NUM-
BER IJATC BY
2. DEPTH OF WATER LINE IS TO BE 97 . 75' BASED ON
UNIFORM PAD ELEV. OF 100.00'.
3. WATER LINE TO BE INSULA TED AND HEAT TAPED
PER DETAIL ON SHEET 3 .
4. WATER AND SEWER LIN E SEPARATION PER DETAIL
ON SHEET 3.
5. DESIGN BASED ON A REFERENCE ELEVATION OF
100.00' FOR FINISHED PAD GRADE.
6. TRENCHING, BACKFILLING & COMPACTION TO
FOLLOW ATTACHED TECHNICAL SPEC IFICATION 02221.
7. SEWER TANK IS A 10000 GALLON XERXES MODEL.
8 . STANDARD MIN. SEWER LINE DEPTH TO BE 2 '
BELOW FIN ISHED PAD ELEV.
9 . PO TABLE WATER TANKS ARE 7000 GAL. EACH
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Nabors M37
Sewer Utilities
Job No.
Orcwtt by.
Oof~:
2008-:168 2 OS
10/2/2008 ! SET (9701 945·1004 FAX (9701 945·5948 ~ scHMuEsER 1 GoRoo N 1 MEYER AsPEN, co~oRAoo <9701925·6727 Garfield County, CO '---------------~~E~No~o N~E~ER~S l)~S U~R~V<~YO~R~S ~~C~RE~S~TE~O~BU~IT~E~.C~0~(9~7~0~)3~4~9~-5~35~5~JL------~~::::=--=~==:2~~~------J::!::::::::::::::::::::t::1::L_ __________________ tE~~~~[f~-=~_) OC: DC IP£· DC OF 3
fl/6: 1: 2008-J68 PHASE OS
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FLOW TO
TANK
CAMLOCK
3" DIA PIPE CASING
TO EXTEND 1' BELOW
FINISHED GRADE
FINISHED GRADE
3/4" PVC SCH 80
WATER PIPE,
LENGTH VARIES
2~ BLUE CORE
WATER LINE
45' CLEAN-OUT DETAIL
NOT TO SCALE
HEIGHT MAY
VARY
2"X3/4"X2" PVC
SCH 80 TEE
HEAT TAPE
PVC SCH 80
90 DEG. ELBOW
TYP. WATER SERVICE DETAIL
NTS
45 MJ
ELBOW
FLOW TO
TANK
I PLUG
liT~ m
~~ ~
4~ PVC C900\ 90Mt\ \==
ELBOW
\ lW
90' CLEAN-OUT DETAIL
NOT TO SCALE
FINISHED GRADE
DEPTH OF SEWER
LINE VARIES
2' MIN.
4~ PVC C900
SEWER LINE
SELECT MATERIAL,
1" MINUS W/ <20%
PASSING NO. 200 SIEVE
]
HEIGHT
VARIES
.,.
BEND
4"X4i(4• T££
OR EQUIVALENT
1) IN-LINE WYl: FOR EXISTING STRUCTURES
2) WY£ SADDLE FOR OTHER SERVICES.
3} BACKFILL UNDER W>T TO BE SCREENED ROCK OR ClASS 6 AGGREGATE;
95% COMPACTION DENSITY PER ASTM 0-698.
4} MINIMUM COVER -1.5 FEET.
STANDARD SEWER
SERVICE CONNECTION DETAIL
TRENCH FILL MATERIAL
PER SPECS
2" BLUE CORE WATER LINE,
ENTIRE LENGTH TO BE HEAT TAPED
COMPACTED PAD MATERIAL
N.T.S.
LEGEND
@
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UTILITY TRENCH DETAIL
NOT TO SCALE
SEWER TAP
WATER TAP
CLEAN OUT
FIRE TAP
SEWER LINE
WATER LINE
FIRE LINE
!ll_:::~~~J[~~~~~~~~lSC~H~M~U~ES!EiR~GOiRiD~O~N~M~~~Rj[~~~~~•r;~•A[~~,rr~~~~~~TQ~tT~'T~~~~~~,~~~~~~~~~~M~~~~~~~~~~~~~~~~~~==~ CONSTRUCTION 1 1e w. 6TH STREET, surre: zoo li'.L.J. a .L n 1 1 v :J..l..J M b M3'7 ~ SET ~~~'}~C:o7r~\;~s.F~Lpg~g~ gJg.<§b4a TrtJa1I"t::sDetaJ1.s ~ scHMUESER 1 GoRooN 1 MEYER ASPEN, coLORADO (970) 925·6727 Garfield County, co v, v-
EN(!INEERS I SURV~YORS C!'i:!::STED BUTTE, co (970) 349-5355
... ""· 2008-368 3 /)rowtl by: OS
""'"' 10 "2 "2008
"' DC ,.. DC OF 3 -· t 2008-J68 PI/AS£ 08