HomeMy WebLinkAbout20130028.tiffUse By Special Review Application
Weld County
Water Loading Dock
SandauBartels Family, LLC
And
A & W Water Service, Inc.
NW Corner CR-35 & CIS -40
Gilcrest, CO 80624
(SW 1/4, Section 25, T4N, R66W of the 6th PM)
July, 2012
Leeburg & Associates
707 Hawthorn Avenue, Suite 207
Boulder, CO 80304
303-947-0791
vleeburgcomcast.net
SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW (USR) APPLICATION
FOR PLANNING DEPARTMENT USE •
RECEIPT # /AMOUNT # ll
APPLICATION RECEIVED BY
PATE RECEIVED:
CASE # ASSIGNED:
PLANNER ASSIGNED:
Parcel Number / O 9- 2 s" 0,- c o- a / 6
(12 digit number - found on Tax ID. Information, obtainable at the Weld County Assessor's Office, or www.cc.weld.co.us)
Legal Description i I r , Section !Township V North, Rang West
ar
Zone District:_ /`1 , Total Acreage: /b2 " , Flood Plain; .' , Geological Hazard: O
Airport Overlay District: ,,r/O
FEE OWNER(S) OF THE PROPERTY:
ageif .74 be 40 it/
ee *a1 ea trees,/
Name: Re),Lr r netri e," £ rti�e pia .9r , t/ (1/0
Work Phone Itigefrasefrfr Home Pane # Email
Address: - f
Address:
City/State/Zip Code
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Name:
Work Phone # Home Phone # Email
Address:
Address:
City/State/Zip Code
Name: _
Work Phone # Home Phone # Email
Address:
Address:
City/State/Zip Code
APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed byAuthortzed Agent)
Name: / in r, re. 4r/t �' 0 poi aid -r , 1 s pe:/ /f'r
Work Phone # 20 a v 7 -la P i Tian Phone # Email Via, .,{ & r 7'e74'
Address: ?a 2 itogzeith a.eh A tie
Address:
City/State/Zip Code R ,o 447 cta 1 Icy /9 ler
PROPOSED USE: }
N./Veg./0e-''d A' ,o,,, ,
I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted
with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all
fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all
fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be
included Indicating that the signatory has to legal authority to sign for the corpora ;n
(1-2 fight
Signet r re: Owner or Aut
/(b47 ingt-c72-ts
d Agent Date Signet
153314,47 t
thorized`Agent Oat
he' PI 91.-74
Wilk
COLORADO
DEPARTMENT OF PLANNING SERVICES
1555 N 17th AVE
GREELEY, CO 80631
PHONE: (970) 353-6100, Ext. 3540
FAX: (970) 304.6498
AUTHORIZATION FORM
/Woe e7114 not4; ur'A ) ",, r,- r,, at E•.-,-'r,,•r 4e
n ri + Zee- ,-----# represent $�reei S40,44104)'.�) for the property O'3)
(Agent/Applicant)(OI4res5
)
located at ' S bo, e*- ,c ,/A hio di c C Qom► I G'
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LEGAL DESCRIPTION: SEC ZS TWN 9 RNG 4o 144/
SUBDIVISION NAME: LOT BLI{
I can be contacted at the following phone #'s: Home our dig U'
Or Alla
Work 303^} '7~46 ` f
Fax# 303 --net— zs---
a,ee0nee,
The property owner can be contacted at the following phone #'s ]],rJ
Home E 44 .lOJ & (_61:11/4ZZ .. �.. r.,�
Correspondence mailed to (only one):
DATE 67/2 y I
ik OWNER'S SIGNATURE,
Work `ey1 '' / - 09/7L7
Fax*
Agent/Applicant
Property Owner
ter,
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USR - Sandau & Bartels
And
A & W Water Service, Inc.
CR-35 & CR-40
Gilcrest, CO
(The SW1/4, Section 25, T4N, R66W of the 6th PM)
Project Overview
Proposed USE of the Property
A & W Water Service, Inc. (A & W) on land owned by and leased from Sandau/Bartels, Parcel
#105725000016, proposes to create a "Water Loading Dock" on a portion of the foregoing
parcel. The Water Loading function would be served by a commercial well. Up to 10-20,000
gallon portable water tanks and appropriate manifolding, would be placed on the Site. Trucked
water will be provided to oil/gas operations in the area.
An average of 100 round trip truck tanker loads (85,000# GVW - maximum) per day would
occur, Hauling would disburse largely westward on CR-40 to CR-35; thence to CR's 44, 42, 40,
38 and other routes depending on oil/gas needs.
Approximately 2.25± acres of the 162+ acre parcel would be impacted.
No employees will be stationed on the Site. Employees will be truck drivers and occasionally a
supervisor. Hours of operation will be 24 hours/day, 365 days/year.
No septic nor potable water will be required for the Loading Dock. No electric service is
required and the tanks are on skids, self contained and portable. Authorization for one portable
toilet is specifically requested in this USR Application. No buildings are planned. No storage or
equipment parking will occur except incident to short duration water loading.
No paved surfaces nor buildings are proposed. No landscaping nor screening is proposed as the
location is within a tilled field. All adjacent uses are agricultural, rural residences and oil/gas
operations.
No new grading will occur on the essentially flat Site. A new gravel access road from CR-40 for
both ingress and egress and a gravel loading area will be utilized. No tracking pad is proposed as
road access from the Site is "gravel to gravel".
The 2.25+ acre Site will be separated from the 162+ acre total parcel via a Subdivision
Exemption (SE) process. A & W Water Service, Inc. and Sandau/Bartels will enter into a lease
for the use of the SE Parcel. Appropriate notification will advise the County of any future
changes in lessee(s) over the course of the SE/USR.
No. 2 Consistency with the Intent of the Weld County Code, Chapter 22 of the
Comprehensive Plan
Comprehensive Plan Consistency
The Weld County Comprehensive Plan addresses goals and policies for agriculturally zoned
properties and oil and gas facilities. The Comprehensive Plan also addresses the presence of oil
and gas deposits in the County and encourages the extraction of oil and gas resources that
conserve the land and minimize the impact on surrounding land and the existing surrounding
land uses. This new facility will assist in the extraction of oil and gas resources as water is a
critical component to the drilling operation. The new Water Loading Dock and future tanks
should not impact the area surrounding the facility. The proposed Water Loading Dock will
decrease the impact on roads and traffic in other areas of Weld County by providing access to
water that is closer to drilling operations in the area. Trucks that transport the water will drive
less to service operations in the area, thus decreasing impact on roads throughout the County. A
& W Water Service, Inc. will pay for all on and off site improvements attendant to the planned
USE. The USR is serviced by an existing Commercial/Industrial Water Well (Permit #8522R).
No. 3: Consistency with the Intent of the Weld County Code, Chapter 23 (Zoning) and the
Zone District in which it is located
Section 22-2-10 (D) emphasizes the extraction of natural resources as an important part of the
economy of the County. The Water Loading Dock supports the extraction of these natural
resources by providing water for drilling processes. Oil and gas facilities are allowed as a Use by
Right in the A (Agricultural) Zone District. Oil and gas support and service operations require
Use by Special Review authority.
No. 4: Surrounding USES
The parcel abuts the CR-35/40 intersection (NE corner) and is located approximately 2+ miles
east of the Town of Gilcrest. Farm operations axe to the north, west, east and south with rural
residences to the northwest, south and southwest. Oil/gas wells abound throughout the area.
No. 5: Questionnaire Response
a. Water Loading Dock: Approximately 100 people will visit the site per day.
b. None ----- all employees will be transient, truck drivers and an occasional supervisor.
c. The Site will be open 24 hours per day, 365 days per year.
d, Water Loading Dock: Ten 20,000 -gallon portable tanks.
e. None.
f. Water Loading Dock: The Use will be serviced by up to 85,000 lb. tractor trailers.
Maximum round trips will be 100 per day.
g. LaSalle Fire District
h. Domestic: None
1. Porta-Pottie
j. Water will be stored in up to ten (10) 20,000 gallon frac tanks.
No. 6: Landscaping
None.
No. 7: Reclamation
The proposed Uses will have little impact on the land. In the event that the Uses are terminated,
USR improvements, (the water tanks) would be removed from the property, and the parcel would
be reasonably restored to its condition prior to the USR, with farming operations where the USR
activity on the parcel has occurred.
No. 8: Storm Water Drainage
None.
No. 9; Construction Schedule
Water Loading Dock: Construction would entail a water line from an existing well, an access
to/from CR -40, gravel on site and placement of 10 - 20,000 gallon portable water tanks.
Construction would be as soon as possible, with early release requested.
No. 10: Waste Storage/Stockpile
No storage or stockpile of wastes will occur associated with this Use.
FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION
BUSINESS EMERGENCY INFORMATION:
Name: ss /-1c#Trf~` Sesg"-1/2iice n. Phone: 303 ---'4 ,—, ,,.S'3 3
Address: Box' gg 9 City, ST, Zip:. r X07 ) ��'—
Business 806 8 i
Owner 54177 t Phone:
Home Address: City, ST, Zip:
List three persons in the order to be called in the event of an emergency:
NAME TITLE
Te r -r ,
tort r `Let
ADDRESS PHONE
489 a.Liein(-toCe4tip
v
ar-td
O
a-
__/1e a
Business. A t
Hours:
Type of Alarm:
Days: 7 ry es
Burglar Holdup Fire
Name and address of Alarm Company:
Location of Safe:
MISCELLANEOUS INFORMATION:
INFORMATION:
Silent
ter -°r' 4/3' •6al /�.J
,ade 'r--
Audi le
Number of entry/exit doors in this building: A/./1 /. Location(s):
Is alcohol stored in building? Location(s): A
Are drugs stored in building? Location(s):
Are weapons stored in building? Location(s): ,, /A
The following programs are offered as a public service of the Weld County Sheriffs Office. Please indicate the
programs of interest. Physical Security Check Crime Prevention Presentation
UTILITY SHUT OFF LOCATIONS:
Main Electrical:
Gas Shut Off:
Exterior Water Shutoff: 4 / i-'r'r''/Ae•P _ e'/`" r414 _7' `iAs
Interior Water Shutoff: A/-4
Weld County Public Works Dept',
1111 H Street
P.O. Box 758
Greeley, CO 80632
Phone; (970)304.6496
Fax; (970)304-6497
Applicant
Name 41/7/1 /teef
ors
�!
Company"-tr4vr elf's s€ac iCt 74
Address 999 71pr-rn v C
City c t�'�"- State' Zip ev..?
Business Phone 30≥ 4' "7:7 —46-46'79 /
l=ax 30s `—Vt/ ''" `..suet S-
E -mail VA P ci:3 a co.s^uc'R. `,!, fir` 710
Payee' Location & Sketch
The access is on WCR 7
Nearest intersection: WCR & WCR 3 r.
Distance from intersection Pei" 7`"
Parcel Number
2 74,'
10,5-2 zSe9c oo /6
Section/Township/Range 2 ..7q/6// 4t•''
is there an existing access to the property?
Number of Existing Accesses /
Road Surface Type & Construction Information
Asphalt Gravel Treated Other
r
Culvert Size & Type al - / 71/474- ~ Si" te..6
Materials used to construct Access reeve
Construction Start Dateer Finish Date,. cJ.'', 74'/t
Pronosg fj Use ao 14_
t2 Temporary (Tracking Pad Required)/ $75
*Small Commercial or Oil & Gas/$75
o Field (Agriculture Only)/Exempt
ACCESS PERMIT
APPLICATION FORM
Property Owner (If different �than Applicant)
fame,, vi. r 4:fr �'ive 1 /) a r- e so ,
Address feetreig k P039 1- e .1
City Sre49 3a4e zip
Phone j 24 0 vi 014L5r71
E-mail,P , •Pnd:0re9,4e,7srccoic9
A = Existing Access A= Proposed Access
rrf
N
WCR
❑ Single Residential/$75
n Large Commercial/$150
o Industrial/$150
o Subdivision/$150
Is this access associated with a Planning Process? o No •USR ❑ RE o RJR o Other
Required Attached Docgments $ JE
Traffic Control Plan -Certificate of insurance - Access Pictures (From the Left, Right, & into the access)
By accepting this permit, the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit
application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the
authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the
Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws
regarding facilities construction.
Signature re— (L Dalt t e Printed Name
Approv or Denial will be issued in minim im of 5 days,
6/29 ;Gen op/r_c_c____472,
Re ed
P e •
reeve -a
fr'a,j 73„4- or - Date
Approved by
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Traffic Plan & Narrative
USR. - Sandau & Bartels
And
A & W Water Service, Inc.
CR-35 & CR-40
Gilcrest, CO 80624
Water Loading Dock
Water truck tankers (up to 85,000# GV W) would service the Water Loading Dock from graveled
CR-40. An occasional supervisor with pickup will inspect the operations.
Traffic will enter and exit the Site on an existing gravel access, proceeding at minimal (10 mph)
speed, access the Water Loading Dock, thence egress to CR-40. An Access Permit Application
is hereby tendered for the entry/egress point. Access is "gravel to gravel".
Traffic to and from the USR Site is dependent upon actual water user demand. Projections
suggest some 100 round-trip trucking events per day, spread over a 24 -hour period (4
loads/hour).
County analyses suggest traffic counts of 93/day on CR-40 (2010) and 128/day on CR-35
(2008).
All USR traffic is projected to enter and exit the USR Site on CR-40 and travel to/front the CR-
40/35 intersection; thence disbursing largely equally; northward on CR-35 to CR-44; thence
eastward or to Highway 85 and southward on CR- 35 to service oil/gas customers south and east
of the USR Site. Minimal traffic would travel east on CR-40, servicing only occasional, local
customers in the vicinity.
Appropriate speed limit, haul route, "No Jake Brakes" and contact signage would be placed on
the Site and/or on CR-40. Noise at the Site will be minimal and mitigated via "No Jake Brake"
and speed limit signage, worker briefings and possibly hay bales (if necessary).
Revised August 6, 2012
Per Public Works comments received August 3, 2012 regarding the 7 -Day Completeness
Review, the following Road Improvement "triggers" are acknowledged by the Applicant:
1. 200 vpd or significant dust as identified by County-Mag-Chloride dust abatement.
2. 300 vpd pavement.
3. 10 vph during peak hour turning left into the facility -left deceleration lane.
4. 25 vph during peak hour turning right into the facility -right deceleration lane.
5. 50 vph during peak hour turning right our of the facility -right acceleration lane.
Revised August 6, 2012
CES Consultants, LLC
July 11, 2012
Weld County - Planning and Building Department
Attn: Tom Parka
1555 N, 17th Avenue
Greeley, CO 80631
Re: A&W Water — Sandau Property - Use By Special Review Application
Statement of On -Site Drainage Conditions
Dear Tom:
As part of the USR Application for the A&W Water Service, Sandau Property, CES
Consultants, LLC (CES) has reviewed the existing drainage conditions of the site. The proposed
site is located in the SW i of Section 25, Township 4 North, Range 66 West in Weld County.
More specifically, the site is located at the northeast corner of the intersection of Weld County
Road (WCR) 40 and WCR 35. The site is bound on the south by WCR 40 and on the other three
sides by undeveloped farmland. The existing site is covered by natural grasslands and is 2.25
acres. The existing topography of the site slopes from the northeast corner to the southwest
corner at a 1% to 1.5% grade.
The proposed development of the site will consist of the installation a "water loading dock" with
ten (10) 20,000 fresh water tanks. A gravel road base area will be installed around the tanks. A
proposed 30' gravel access drive off of WCR 40 is to be installed at the southeast corner of the
site.
The existing drainage from the site sheet flows from the northeast to the southwest. Offsite flows
from the undeveloped natural grasslands north and east of the site also sheet flow across the site.
The storm runoff is carried west in the north borrow ditch of WCR 40, and then flows north in the
east borrow ditch of WCR 35.. Since the proposed development of the site is minimal, the
existing drainage patterns will be maintained and the difference in the overall runoff generated
from the site will be negligible. A 15'° diameter CMP culvert will be installed under the proposed
gravel access drive to maintain the flow in the north borrow ditch of WCR 40.
This letter was prepared for the exclusive use of our client and is not intended for any other
purpose. Our conclusions are based on the information made available to us at this time. Should
additional information become available, we reserve the right to determine the impact, if any, of
the new information on our opinions and conclusions; and to revise our opinions and conclusions
if necessary and warranted by the discovery of additional information.
If you have any questions or comments concerning this matter, please feel free to contact me at
(970) 373-4480 or kurt@cesconsultantslle.com oolisismoo,1i�
it' Car
rr�
S CONSULTANTS, LLC - 24602
Sincerely,
Rollin, RE.
rincipal
rfffl/�f��
OllanlI11a10"
use
112 E. South 1st Street • Johnstown, CO 80534 ■ Phone: (970) 373-4480 • Fax: (970) 587-8703
Noise Plan
USR - Sandau & Bartels
And
A & W Water Service, Inc.
CR-35 & GR-40
Gitcrest, CO 80624
Water Loading Dock
Noise generated at the Site will be minimal and mitigated by distance, "No Jake Brake" signage,
speed limit signage, worker briefings and possibly hay bales (if necessary).
Revised August 6, 2012
Waste Handling Plan
USR - Sandau & Bartels
And
A & W Water Service, Inc.
CR-35 & CR-40
Gilcrest, CO 80 624
Water Loading Dock
No storage or stockpiling of wastes will occur on the Site. Negligible trash and waste will be
generated. No receptacle is planned. Since no screening, nor gated security is planned, it is
desirable not to create an attractive nuisance for off -site parties. Work practices will discourage
drivers' debris on site.
No chemicals will be stored or utilized on the Site.
Dust Control Plan
USI4 - Sandau & Bartels
And
A & W Water Service, Inc.
CR-35 & CR-40
Gilcrest, CO 80624
Water Loading Dock
On -site driven surfaces will be gravel with natural grasses elsewhere.
On -site speed will be minimal (less than 10 mph) posted via signage and employee work practice
briefings.
As -required watering will occur to control traffic and fugitive dust.
Weld County Treasurer
Statement of Taxes Due
Account Number R4420986
Parcel 105 725000016
Legal Description
17194 SW4 25 4 66 (4R 6L)
Situs Address
Account: R.4420986
SANDAU BRUCE D (1/3 INT)
18444 COUNTY RD 31
PLATTEVILLF, CO 80651
Year
2011
Charges
Tax
Billed
$ 1,434.07
Payments
S 1,43 4.07
Balance
$0.00
Grand Total Due as of 06/27/2012
$0.00
Tax Billed at 2011 Rates for Tax Area 2878 - 2878
Authority
WELD COUNTY
SCHOOL DIST RE]
NORTHERN COLORADO WATER
(NC
CENTRAL COLORADO WATER
(CC W
CENTRAL COLORADO WATER
SUBD
CENTRAL COLO WATER WELL (CC
LASALLE FIRE
AIMS JUNIOR COLLEGE
HIGH PI.ATNS LIBRARY
'Faxes Billed 2011
* Credit Levy
Mill. Levy
16.8040000*
8.6830000
1.0000000
0.3920000
1.3190000
9.0000000
5.1540000
6.3550000
3.2710000
Amount Values
$463.63
$239.56
$27.59
$10.81 Total
$36.38
$248.31
$142.20
$175.34
$90.25
51.9780000 $1,434.07
AG -FLOOD
IRRRIGATED LAND
OTHER BLDOS.-
AGRICULTURAL
Actual Assessed
$94,892 $27,520
$225 $70
$95,117 $27,590
ALL TM LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE
I ICItIL rti non no TI'S nn\ ttnti'tPI^ Akin TtIQTo A fi.rr tAtA or, A krr rcto
WELD COUNTY TREASURER
Pursuant to the Weld County Subdivision Ordinance, the attached Statement(s) of Taxes
Due, issued by the Weld County Treasurer, are evidence that, as of this date, all property taxes,
special assessments and pr pr -taxer -liens, urrently due and payable connected with the parcel(s)
identified therein have ben paid in full.
Signed
Date
Hello