Study Session - Arapahoe County

Nancy Doty, Chair Pro-Tem, District 1 
Nancy N. Sharpe, District 2 
Rod Bockenfeld, Chair, District 3 
Nancy Jackson, District 4 
Bill L. Holen, District 5 
Study Session
Monday
July 1. 2013
9:00 a.m.
Administration Building
West Hearing Room
5334 S. Prince St.
Littleton, CO 80120-1136
303-795-4630
303-738-7915 TTY
The Arapahoe County Board of County Commissioners typically holds weekly Study
Sessions on Monday and Tuesday. Study Sessions (except for Executive Sessions) are open to
the public and items for discussion are included on this agenda. Agendas (except for
Executive Sessions agendas) are available through the Commissioners’ Office or through the
County’s web site at www.arapahoegov.com. Please note that the Board may discuss any
topic relevant to County business, whether or not the topic has been specifically noticed on
this agenda. In particular, the Board typically schedules time each Monday under “Committee
Updates” to discuss a wide range of topics. In addition, the Board may alter the times of the
meetings throughout the day, or cancel or reschedule noticed meetings. Questions about this
agenda? Contact the Commissioners’ Office at 303-795-4630 or by e-mail at
[email protected].
.
Arapahoe County is committed to making its public meetings accessible to persons with disabilities.
Assisted listening devices are available. Ask any staff member and we will provide one for you.
If you need special accommodations, contact the Commissioners’ Office at 303-795-4630 or 303-738-7915 TTY.
Please contact our office at least 3 days in advance to make arrangements.
Arapahoe County Board of County Commissioners
Study Session Agenda, July 1, 2013
Page 2 of 2
Study Session Topics
Item 1
9-9:30 a.m.
Calendar Updates. (WHR)
Item 2
9:30-10 a.m.
Communication Services Update (WHR)
Item 3
10-10:30 a.m.
BOCC Committee Updates (WHR)
Lori Bosanko
Manager, BOCC Admin.
Andrea Rasizer
Director, BOCC
Admin./Comm. Svcs.
BOCC
BREAK
Item 4
2-3 p.m.
Department Director Update (BOCC Conf.
Rm.)
Item 5
3-3:15 p.m.
*Administrative Drop-in.(WHR)
Item 6
3:15-4:30 p.m.
*Executive Study Session and County
Attorney Administrative Meeting [Section
24-6-402(4)(b)C.R.S.](As required by law,
specific agenda topics will be announced in
open meeting prior to the commencement
of the closed and confidential portion of
this session). (WHR)
BOCC
Lori Bosanko
Mgr., BOCC Admin.
BOCC
County Attorney’s Staff
*To be recorded as required by law
WHR- West Hearing Room
Arapahoe County is committed to making its public meetings accessible to persons with disabilities.
Assisted listening devices are available. Ask any staff member and we will provide one for you.
If you need special accommodations, contact the Commissioners’ Office at 303-795-4630 or 303-738-7915 TTY.
Please contact our office at least 3 days in advance to make arrangements.
ADMINISTRATIVE DROP-IN
July 1, 2013
1. Fleet & Facility Management – Dick Hawes: Select
Source Procurement Waiver for Vehicle Lubrication System
Upgrade
2. Fleet & Facility Management – Dick Hawes: Structural
modifications to a trash enclosure at Lima Plaza and issuance
of an asset number from the Finance Department.
3. Zoning – Tammy King: Temporary Use Permit: Fresh
Water Storage Tank, Select Energy Services, LLC: Conoco
Phillips
4. Zoning – Tammy King: Temporary Use Permit: Fresh
Water Storage Tank, Select Energy Services, LLC: Tebo 3-1
5. Risk Management – Pat Skahill: Admin. Building Security
Drop In Session:
Agenda Item: #
Board Summary Report
Date:
June 19, 2013
To:
Board of County Commissioners
Through:
Dick Hawes, Department Director, Facilities and Fleet Management
From:
Randy Campbell, Fleet Manager, Facilities and Fleet Management
Subject:
Select Source Procurement Waiver for Lubrication System Upgrade
Request and Recommendation
FFM requests a select source waiver to procure equipment upgrades for Fleet’s vehicle
lubrication system.
Background
Fleet has vehicle lubrication equipment that was installed in 2005 to interface with their internal
Fleet Management Record and Recharge (FASTER) System. FASTER is Fleet’s vehicle
management and reporting system and provides the primary records needed to manage parts
inventory, maintenance schedules, vehicle/heavy equipment utilization, and recharge invoicing
for county departments. The hardware/software for the lubrication equipment that interfaces with
FASTER is outdated, replacement parts are not available, the software operating system is not
compatible with the internal supported IT updates currently being installed, and IT is not able to
modify the hardware so it works with the new software updates. The vendor that installed the
system in 2005 and provided repair support for the lubrication equipment is no longer in
business. Fleet’s current repair vendor, Kubat Equipment, has been able to keep the interface
system on line with a temporary modification; however, the modification will not support the
lubrication equipment long term.
Discussion
Fleet’s lubrication equipment’s interface hardware/software needs to be replaced because it has
reached obsolescence. Funds were budgeted ($55,000) for replacement in 2013. Fleet has
utilized Kubat Equipment, and at times Eaton Services, for repair support since the original
vendor is no longer available. For the past 2 years Fleet has relied on Kubat exclusively to keep
the system operational because Eaton was unable to provide reliable repair support.
Kubat has provided a proposal in the amount of $53,701 to upgrade the lubrication equipment
hardware/software system that will interface with our Microsoft platform internal software system
updates. This upgrade will enable the lubrication equipment to remain in use long term. The
proposal is within the amount budgeted in 2013 for replacement. FFM believes Kubat’s proposal
is the most cost effective solution for the lubrication hardware/software interface system
replacement and this select source procurement is the best approach for the county due to the
limited sourcing options available.
Page 1 of 2
Drop In Session:
Agenda Item: #
Alternatives
The alternative is to continue to rely on the temporary modifications currently in place to keep the
lubrication systems connected to FASTER. However, if the temporary measures currently in
place fail, the loss of the lubrication equipment’s automated reporting capability to FASTER will
impact Fleet’s operational productivity because records will have to be kept manually.
Fiscal Impact
The funds for the lubrication system hardware/software replacement were included in the 2013
budget. The replacement equipment will improve reliability of the record documentation that
Fleet utilizes to manage its operations and invoice for services.
Reviewed by
Dick Hawes, Director, Facilities and Fleet Management; Randy Campbell, Fleet Manager; Keith
Ashby, Purchasing Manager.
Signature lines
The following signatures indicate review of this report has been completed.
_________________________
Randy Campbell
Fleet Manager
_________________________
Dick Hawes
Director, Facilities and Fleet Management
Page 2 of 2
________________________
Keith Ashby
Purchasing Manager
Drop In Session:
Agenda Item: #
Board Summary Report
Date:
June 19, 2013
To:
Board of County Commissioners
Through:
Dick Hawes, Department Director, Facilities and Fleet Management
From:
Jeff Baker, Manager of Facility and Property Operations, Facilities and Fleet
Management
Subject:
Request for approval of structural modifications to a trash enclosure at Lima Plaza
and issuance of an asset number from the Finance Department.
Request and Recommendation
The purpose of this request is to recommend approval by the Board of County Commissioners to
make modifications to a concrete trash enclosure located at the Lima Plaza campus so that it
can be used as a storage area for snow removal equipment and other grounds maintenance and
landscape supplies and equipment. If approved, the Finance Department will assign an asset
number to the modified trash enclosure/storage outbuilding.
Background
In early 2013, Facilities and Fleet Management (FFM) obtained funding and approval to
purchase snow removal equipment for Lima Plaza. There is currently no outside storage at that
campus which can be used for this equipment so it is being stored in a leased container
temporarily. FFM conducted an analysis of various options to determine the most cost effective
approach to providing storage for the new equipment as well as other grounds
maintenance/landscaping equipment, tools and materials that are stored inside building 700.
Discussion
As part of the storage options analysis roofing over a concrete trash enclosure located adjacent
to the northern-most buildings was considered as a possible alternative. Currently there are
three trash enclosures on the campus (north, central and south). Only one is being used for trash
dumpsters at this time. FFM staff analyzed the trash storage needs for the campus, including the
forecasted occupancy of the 2 vacant northern buildings, and feels that 2 of the 3 will be more
than sufficient for the entire campus. The option of constructing a truss system and roof over the
north enclosure along with a securable door and lighting was found to be the most cost effective
solution to providing the necessary outdoor equipment storage space for Lima Plaza. The cost to
enclose the unused trash structure is $8,225. The annual cost to lease the storage container is
$1,200. The conversion of the trash enclosure will use an underutilized asset and obviate the
annual leasing cost for the current leased storage container. The concept for this approach has
been reviewed with the Arapahoe County Public Works Building Department and a Building
Permit for this work has been issued should the decision be made to move forward.
Page 1 of 2
Drop In Session:
Agenda Item: #
Alternatives
If this request is declined FFM will continue to lease the storage container currently used to store
snow removal equipment.
Fiscal Impact
The $8,225.00 cost for the enclosure work can be paid for with existing funds in the Building
Maintenance Fund (BMF). The BMF has a current surplus due to a project budgeted for 2013 to
lower the Deer Trail sewer line that is no longer needed because the Town of Deer Trail has
informed us that maintenance or modifications to the line is their responsibility.
Reviewed by
Dick Hawes, Director, Facilities and Fleet Management; John Christofferson, Deputy County
Attorney; Janet Kennedy, Director, Finance Department; Steve Byer, Building Division Manager,
Public Works and Development; Bernie Tuchinski, Maintenance Manager; Michael Casey, Lima
Plaza Maintenance Worker; and Pat Skahill, Risk Manager.
Signature lines
The following signatures indicate review of this report has been completed.
_________________________
Jeff Baker
Manager of Facility and Property Operations
________________________
John Christofferson
Deputy County Attorney
_________________________
Dick Hawes
Director, Facilities and Fleet Management
_______________________
Janet Kennedy
Director, Finance Department
_________________________
Pat Skahill
Risk Manager
Page 2 of 2
1
2
3
4
5
6
7
8
9
10
Parts List
ITEM
QTY
DESCRIPTION
1
14
BAR, ROUND, 5/8" (LOCK PIN)
2
2
D-RING, 1/2" B38,
3
2
4
5
WIDTH
LENGTH
6 1/2 in
WORKING LOAD 4080 lbs
MATERIAL
WEIGHT
CLENGTH (in)
A36
6.50
2
A29/A29M -91 1045(C-1045), MODIFIED TO WELD DOWN
131 1/2 in
A36
131.50
373
43 1/8 in
A36
86.25
99
FBAR, 1"
10 in
2
FBAR, 10GA
3 in
2
PAD EYE, #2
6
7
PIN, 2" DIA
4 1/2 in
KUSTOM KONCEPTS, A1018
31.50
3
7
7
PIN, 3 " DIA
4 1/2 in
KUSTOM KONCEPTS, A1018
31.50
8
8
2
PLATE, 3/16"
3 in
5 in
A36
10.00
2
9
1
PLATE, 3/16"
96 in
240 in
A36
240.00
156
10
6
SHEET, 10GA
2 1/2 in
3 3/4 in
A36
22.50
3
11
1
SHEET, 10GA
42 1/2 in 240 in
A36
240.00
50
12
2
TUBE, 4" x 2" x 1/4" (MITER BOTH ENDS)
52 in
A500B CLEAN COAT
104.00
55
13
3
TUBE, 4" x 2" x 3/16"
37 1/4 in
A500B CLEAN COAT
74.50
43
14
3
TUBE, 4" x 2" x 3/16"
42 3/4 in
A500B CLEAN COAT
128.25
74
15
2
TUBE, 4" x 2" x 3/16"
44 in
A500B CLEAN COAT
88.00
50
16
2
TUBE, 4" x 2" x 3/16"
132 in
A500B CLEAN COAT
264.00
151
17
1
TUBE, 4" x 2" x 3/16" (MITER BOTH ENDS)
137 1/2 in
A500B CLEAN COAT
137.50
78
18
2
TUBE, 4" x 2" x 3/16", (ROLL TO 155'-6 7/8" I.D.)
236 3/8 in
A500B CLEAN COAT
472.75
271
19
2
TUBE, 4" x 2" x 3/16", (ROLL TO 155'-6 7/8" I.D.)
253 7/8 in
A500B CLEAN COAT
507.75
291
CROSBY GROUP, S-264
0
C
B
A
CK
16
11
2
6
11
2
D
13
OUTSIDE EDGE OF TANK
9
8
4
INSIDE EDGE OF TANK
x7
10
3
13
13
4
15
17
7
10
x7
8
16
12
3
E
INSIDE EDGE OF TANK
10
18
NOTES:
-THIS DRAWING REFLECTS ONE (1) ASSEMBLY
-TWENTY THREE (23) PANELS REQUIRED FOR ENTIRE TANK ASSEMBLY
5
OUTSIDE EDGE OF TANK
14
5
Unless otherwise stated SHARP EDGES BROKEN
Tolerance for non-toleranced
dimensions:
10
F
10
15
14
0
Z:\_STANDARD DRAWINGS\WELL WATER SOLUTIONS-WATER RINGS\Tank Walls\_Drawings\WR-40-901.dwg
REVISION
STANDARDIZE NOTATIONS
ADDED ITEMS 7, 8, & 16
FOR CONSTRUCTION REF(11050-901)
CHANGED HEIGHT AND LOCATION OF PINS
REF(11078-40-901)
DATE
1/17/2012
12/09/11
9/1/2011
BY
JDV
DSG
CJD
4500 33 Mile Road
Casper, WY 82601
(307) 472-9740
N/A
Approval
Drafter/Designer
Job Group
Originated From
Date
Customer #/Location
19
REV
2
1
Total Mass
JDV
5/31/2011
T - TANKS
WELL WATER SOLUTIONS
Project/Job #
TITLE
WELL WATER SOLUTIONS TANK PANEL
40,000 BBL
This document contains Nalco FabTech
proprietary & confidential information. It is
loaned for limited purposes only and remains the
property of Nalco FabTech. It may not
be reproduced in whole or in part, or disclosed to
third parties without the prior written consent of
Nalco FabTech. The document is to be
returned to Nalco FabTech upon request
and in all events upon completion of the use for
which it was loaned.
Scale
Sheet
1 of 5
STANDARDS
DRAWING NUMBER
WR-40-901
Rev
2
1
2
3
4
5
6
7
8
9
10
INSIDE
16
2 in TYP
OUTSIDE
3
A
7
1
2
8
in TYP
1 in
6
PIN PLATE DETAIL
B
19
16
HOLES ROTATED UP 45°
TYP
3/16
18
3
41 2 in
DETAIL C
41 8 in
Ø11 16 in
B
31 16 in
133 in
4
1
2
in
1
5
in
2
1
11
371 4 in
1191 2 in
4
2 in
in
19
1
16
2" DIA PIN DETAIL
(TYP)
in
4
C
106 in
C
18
FROM 48"
921 2 in
3
(3/16)
3/16
DETAIL B
79 in
D
9
2 in
5 in
41 2 in
44 in
140 in
65
1
2
in
UP TO 48"
41 2 in
(3/8)
3/8
41 8 in
52 in
1
4
Ø3 in
in
1
443 4 in
4
in
383 4 in
E
323 4 in
263 4 in
423 4 in
203 4 in
3" DIA PIN DETAIL
(TYP)
19
4
1
2
in
5
1
2
in
DETAIL A
143 4 in
Unless otherwise stated SHARP EDGES BROKEN
Tolerance for non-toleranced
dimensions:
83 4 in
F
0 in
19
16
A
7
x7
Z:\_STANDARD DRAWINGS\WELL WATER SOLUTIONS-WATER RINGS\Tank Walls\_Drawings\WR-40-901.dwg
in
16
16
2 in
18
11
Ø
3 in
3
4500 33 Mile Road
Casper, WY 82601
(307) 472-9740
Total Mass
N/A
Approval
Drafter/Designer
Job Group
Originated From
Date
Customer #/Location
JDV
5/31/2011
T - TANKS
WELL WATER SOLUTIONS
Project/Job #
TITLE
WELL WATER SOLUTIONS TANK PANEL
40,000 BBL
This document contains Nalco FabTech
proprietary & confidential information. It is
loaned for limited purposes only and remains the
property of Nalco FabTech. It may not
be reproduced in whole or in part, or disclosed to
third parties without the prior written consent of
Nalco FabTech. The document is to be
returned to Nalco FabTech upon request
and in all events upon completion of the use for
which it was loaned.
Scale
Sheet
2 of 5
STANDARDS
DRAWING NUMBER
WR-40-901
Rev
2
1
2
3
4
5
6
7
8
9
10
16
5
1
in
2
4
1
2
in
19
4
in
3
16
END CAPS
REMOVED FOR
CLARITY
4
133 in
17
in
17
B
19
17
OUTSIDE
3
4
E
3
INSIDE
A
3
10
1
10
3
PIN-HOLE PLATE
DETAIL
in
TYP
3/16
106 in
16
1
2
in
18
R11 4 in
92
21 4 in
1
41 2 in
DETAIL E
(x7 TYP)
C
11
FROM 48"
(3/16)
R1 in
371 4 in
1191 2 in
4
1
2
in
in
79 in
44 in
R1 in
9
140 in
651 2 in
5 in
1
2
R13 4 in
3/8
3
in
52 in
R1 in
16
48
3
8
18
in
F
443 4 in
R11 2 in
DETAIL F
(x1 TYP)
D
17
383 4 in
323 4 in
263 4 in
1
4
in
3/16
TYP
423 4 in
203 4 in
143 4 in
83 4 in
E
3
0 in
5
1
2
in
11 4 in
19
4 1/2
( 3/8)
D
UP TO 48"
F
Unless otherwise stated SHARP EDGES BROKEN
DETAIL D
(x7 TYP)
Tolerance for non-toleranced
dimensions:
4500 33 Mile Road
Casper, WY 82601
(307) 472-9740
19
Total Mass
N/A
Approval
Drafter/Designer
Job Group
Originated From
Date
Customer #/Location
JDV
5/31/2011
T - TANKS
WELL WATER SOLUTIONS TANK PANEL
40,000 BBL
This document contains Nalco FabTech
proprietary & confidential information. It is
loaned for limited purposes only and remains the
property of Nalco FabTech. It may not
be reproduced in whole or in part, or disclosed to
third parties without the prior written consent of
Nalco FabTech. The document is to be
returned to Nalco FabTech upon request
and in all events upon completion of the use for
which it was loaned.
WELL WATER SOLUTIONS
Project/Job #
TITLE
Z:\_STANDARD DRAWINGS\WELL WATER SOLUTIONS-WATER RINGS\Tank Walls\_Drawings\WR-40-901.dwg
10
Scale
Sheet
3 of 5
STANDARDS
DRAWING NUMBER
WR-40-901
Rev
2
1
2
249
1
4
2
1
2
in
in
4
17
18
5
64
125 in
185 in
10 in
A
3
13
15
13
3
4
6
4
in
13
1
15
2
in
7
8
9
10
DIMENSIONS
FROM HERE
0 in
5
1
2
in
10
153 4 in TYP.
311 2 in
G
12
B
4
3
4
471 2 in
12
233 4 in TYP.
3
H
10
5
5
C
10
10
19
18
14
2
14
DIMENSIONS
FROM HERE
14
DETAIL G
2
5
1 in
3/16
12
10
D
19
3
in
8
10
3
11
(3/16)
in
4
TO PANEL WALL
10
PLACE ITEM 1 BELOW
THE TOP OF ITEM 12
A
in REF.
12
5
E
4
2
3/16
3
3
1
A
TYP
3/16
9
DETAIL H
3
18
SECTION A-A
Unless otherwise stated SHARP EDGES BROKEN
Tolerance for non-toleranced
dimensions:
9
F
4500 33 Mile Road
Casper, WY 82601
19
Z:\_STANDARD DRAWINGS\WELL WATER SOLUTIONS-WATER RINGS\Tank Walls\_Drawings\WR-40-901.dwg
(307) 472-9740
Total Mass
N/A
Approval
Drafter/Designer
Job Group
Originated From
Date
Customer #/Location
JDV
5/31/2011
T - TANKS
WELL WATER SOLUTIONS
Project/Job #
TITLE
WELL WATER SOLUTIONS TANK PANEL
40,000 BBL
This document contains Nalco FabTech
proprietary & confidential information. It is
loaned for limited purposes only and remains the
property of Nalco FabTech. It may not
be reproduced in whole or in part, or disclosed to
third parties without the prior written consent of
Nalco FabTech. The document is to be
returned to Nalco FabTech upon request
and in all events upon completion of the use for
which it was loaned.
Scale
Sheet
4 of 5
STANDARDS
DRAWING NUMBER
WR-40-901
Rev
2
2
3
4
5
6
7
8
9
10
A
1
11 2 in
11 2 in
1 in
1/8
B
TYP
1 in
3
4
in REF.
C
GAP FOR INCONSISTANT
PLATE/SHEET WIDTH
TYP
3/8
SEAM DETAIL
(INSIDE-OUT)
E
D
7
Ø155' 6 8 "
(INTERIOR)
TO INSIDE OF TUBE
BEFORE PLATE/SHEET
ATTACHED
SEAM DETAIL
(OUTSIDE-IN)
Unless otherwise stated SHARP EDGES BROKEN
Tolerance for non-toleranced
dimensions:
F
4500 33 Mile Road
Casper, WY 82601
(307) 472-9740
N/A
Approval
Drafter/Designer
Job Group
Originated From
Date
Customer #/Location
JDV
5/31/2011
T - TANKS
WELL WATER SOLUTIONS TANK PANEL
40,000 BBL
This document contains Nalco FabTech
proprietary & confidential information. It is
loaned for limited purposes only and remains the
property of Nalco FabTech. It may not
be reproduced in whole or in part, or disclosed to
third parties without the prior written consent of
Nalco FabTech. The document is to be
returned to Nalco FabTech upon request
and in all events upon completion of the use for
which it was loaned.
WELL WATER SOLUTIONS
Project/Job #
TITLE
Z:\_STANDARD DRAWINGS\WELL WATER SOLUTIONS-WATER RINGS\Tank Walls\_Drawings\WR-40-901.dwg
Total Mass
Scale
Sheet
5 of 5
STANDARDS
DRAWING NUMBER
WR-40-901
Rev
2
Spirit of Radio 7H-1
Sweetwater Co, WY
40,000 Barrel above ground frac water storage tank
An “X” shape is cut into the ground to provide low spots for suction lines
Panels are delivered to location
Each panel is fitted with positive attached lifting device
First panel is picked up with telehandler. Note positive attachment of panel.
Setting first panel.
First panel set in place
Setting second panel
Aligning second panel
Panel attaching pins.
Continue installing remainder of panels. 1 panel is left out to provide interior access.
Rolling out 10 oz. geo-textile (padding) on ground.
Rolling out geo-textile. Note same geo-textile at seams where panels connect.
Installing 24 mil poly liner.
Fresh water is added to help settle and hold down liner prior to lifting up the liner sides.
Suction lines are placed in the bottom of tank prior to installing last panel.
Last panel is installed.
Liner is pulled up the interior sides of the tank and fastened at the top
with clips. The clips are runin using cordless drills. Work is performed
from a manlift, not ladders.
10” U shape suction line that splits to 2 x 8”. Multiple 4” fill lines.
Jersey barricades used at offloading areas. Note filtration pod.
Filling tank with fresh water.
Filling tank with fresh water.
Installed tank on location.
Observations from COP Onsite personnel
•
•
•
•
•
•
•
The time that it takes to offload and stage all of the components used in the entire
assembly takes less than 2 hours.
The patent design (see photos of lifting brackets) that each panel is constructed with
allows for very safe and efficient transfer from staging to assembly without utilizing
cranes, and potentially putting personnel near suspended loads or having to use tag
lines.
Each panel is designed to be connected to the extended boom forklift with a specially
fabricated lifting device which easily slides in and out of each welded bracket, which
eliminates personnel from having to put their hands on the panel until each panel is set
on the ground and pinned.
With weather permitting…The entire staging and assembly takes approximately 8-10
hours.
Personnel are able to stage and secure the inner liner of the tank while one of the side
panels remain detached from the final opening of the side walls of the tank.
Personnel are then able to access the interior of the tank by using a double sided fixed
ladder once the last remaining panel is set and secured.
The use of man lifts and proper fall protection devices are then used to secure the
inner liner to the top of the tank panel by using specially fabricated clips. These clips
are fastened by using a cordless drill and spring loaded hardware, which draw the clips
in together and help to compress the inner liner to the tanks side panels as water is
being filled simultaneously. This saves on time and the unnecessary use of hand tools
such as wrenches or sockets.
Teddy Goulas
ConocoPhillips WSEC
1551 S. Sunset St., Ste. A | Longmont, CO 80501 | 303.651.0801
Details of Temporary Use Permit
June 13, 2013
Tammy King
Zoning Administrator
6924 S Lima Street
Centennial, CO 80112
Tammy
Answers to the questions posed in your e-mail dated June 13, 2013.
1
2
3
There will be not trucking to or from the fresh water tank, the only trucking
involved will be the delivery of the tank and later the removal of the tank.
The water comes from our storage pond at East Quincy Holdings. The water
in that pond comes from water well on that site at East Quincy Holding and from Pure Cycle. Both well are potable sources.
The tank is set back from the road 200’, with the only access though a
locked gate. The tank itself has a safety stair way with locked gate on the tank.
Harvey R. Greenwood Jr.
Region Manager-Fluidity
selectenergyservices.com
±
DRUMMOND,
CLAY L &
JULIE A
YOUNGBERG,
CARL D
MCGOWAND,
GEORGE &
CHRISTINE
YOUNGBERG,
CARL D
Last Chance
HOMM,
JACIE
DUNCAN,
JOHN J
PETERS, PAUL
A & JOYCE L
YOUNGBERG,
CARL D
WATER STORAGE TANK
ACCESS RD
Alameda
TEMPORARY PIPELINE
WEBSTER
LIVING
TRUST
0
250
500
1,000
Feet
Nutmeg
MICHEL
LIVING
TRUST
MICHEL
LIVING
TRUST
Source: Esri, i-cubed, USDA, USGS, AEX, GeoEye, Getmapping, Aerogrid, IGN, IGP, and the GIS User Community
6/13/2013
PILLAR STRUCTURAL ENGINEERING
March 28, 2013
Well Water Solutions and Rental, Inc.
2130 W. 40th
Casper, WY 82604
Attn: Sean Lovelace
Re:
Portable Frac Tank Certification – Pinned Seams
Dear Mr. Lovelace:
Per your request our office has performed a structural analysis of the portable frac tanks as well as the
associated accessories. This analysis was performed to determine that the tanks meet the required
strength criteria under operating conditions according to the AISC Manual of Steel Construction.
The tanks range in diameter from 81 to 156 feet and are 11 feet, 8 inches in height and are designed
to store water. They are constructed of individual steel reinforced panels that are connected together
with a patent pending steel pin system.
The tanks are constructed of the following materials:
¾ Tank Panels – ASTM A36, 36 ksi Steel Plate
¾ Horizontal & Vertical Framing – ASTM A500, Grade B, 46 ksi Structural Steel Tubing
¾ Connecting Pins - ASTM A36, 36 ksi Steel Round Bar
Our office has determined that the portable frac tanks, as described herein, are capable of supporting
the operating load conditions in conformance with the AISC Manual of Steel Construction.
Calculations of this analysis can be provided upon request.
If you have any questions or require additional information please contact our office.
Sincerely,
J. Brendan Bummer, P.E.
Pillar Structural Engineering
1964 East 1st Street
Casper, WY 82601
PHONE
(307) 265-3900
FAX
(307) 265-3559
WEB SITE http://www.pillarse.com
±
FISCHER,
MARTIN P
SASS,
RHONDA J
LEE,
RICHARD
CS
FRANCIS,
JOHN B
TEMPORARY PIPELINE
ACCESS RD
KNIGGE,
KEVIN D &
TAMY J
Culvert
WATER STORAGE TANK
LEWIS,
MARK &
ELIZABETH S
Manila Mile
PEACEMAKER,
LINCOLN
TEBO,
STEPHEN D
Lookout Hill
TEBO,
STEPHEN D
DALTON,
MICHAEL L &
ROSINA J
WONG, MICHAEL
C & MARGARET K
WONG, WHITLOW W
& ELEANOR T K
RASMUSSEN,
BRIAN A &
CAROLYN R
WONG,
MICHAEL
25%
RITTGERS,
SHARON
Quincy
COLORADO,
STATE OF
0
625
1,250
2,500
Feet
COLORADO,
STATE OF
MCDANIEL,
RON & SUNYA
GERAM
PROPERTIES
HARRINGTON
FAMILY
TRUST
Source: Esri, i-cubed, USDA, USGS, AEX, GeoEye, Getmapping, Aerogrid, IGN, IGP, and the GIS User Community, Copyright:© 2012 Esri, DeLorme, NAVTEQ, TomTom
ConocoPhillips Tebo 3-1 Pad
Temporary Fresh Water Storage Tank
6/13/2013
BOARD OF COUNTY COMMISSIONER REFERRAL
Temporary Use Case Number: ZTU-2013-00007
Address: 2069-00-0-00-049 Quincy @ Manilla Rd
Case Manager: Tammy King, Zoning Administrator
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Commissioner Nancy Jackson
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Commissioner Nancy Doty
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Commissioner Nancy N. Sharpe
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Commissioner Bill L. Holen
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Commissioner Rod Bockenfeld