HomeMy WebLinkAbout20182338.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION
DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631
www . we ld aov. co rn * 970-353-6100 EXT 3540 * FAX 970-304-6498
FOR PLANNING DEPARTMENT USE:
AMOUNT 2500 + 1250 INVEST. FEE
APPLICATION RECEIVED BY MH
DATE RECEIVED: 3/15/2018
CASE ## ASSIGNED: USR18-0025
PLANNER ASSIGNED: MH
Parcel Number*: 1 0 5 5 1 4- 4- 0 0- 0 2 2
Address of site: 21065 CR 47, LaSalle, CO 80645
(*A 12 digit number on Tax I.D.
information, obtainable at
w►rwi.weIdgov.corn).
Legal Description: PT SE4 14-4-65, LOT A RE -3235 Section: 14 Township: 4 N Range: 65 W
Zone District: A Acreage: 5.47 +1- Floodplain: 1ialeGeological Hazard: Y[yVO Airport Overlay: YeVO
FEE OWNER(8) OF THE PROPERTY:
Name: Manuel G. Ruiz -Prieto
Company: Ruiz Trucking LLC
Phone #: (970) 342-4242 Email: ruiztrucking1O7@gmail.com
Street Address: 21065 CR 47
City/State/Zip Code: LaSalle, CO 80645
Name:
Company:
Phone #:
Street Address:
City/State/Zip Code:
Name:
Email:
Company:
Phone #:
Street Address:
City/State/Zip Code:
Email:
APPLICANT OR AUTHORIZED AGENT: (See below: Authorization must accompany all applications signed by Authorized Agents)
Name: Kelsey Bruxvoort
Company: AGPROfessionals
Phone #: (970) 535-9318
Street Address: 3050 67th Ave
Email:
kbruxvoort@agpros.com
City/States/Zip Code:
Greeley, CO 80634
PROPOSED USE: USR request to park up to 7 semi -trucks on property. Semi -trucks will be used to haul water for
oil and gas support or other hauling as market conditions allow. The exising residence will continue to be used as a
residence.
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 corporation.
1T r t -
e_ Owner or Authorized Agent Date
Print Name
Acxl
i
Signature: Owner or Authorized Agent Date
Print Name Rev 4/2016
AGPROfessionals
DEVELOPERS OF AGRICULTURE
February 23, 2018
To Whom It May Concern:
Lisa Ruiz -Prieto and Manuel Ruiz -Prieto authorize Ruiz Trucking, LLC, to contract
with AGPROfessionals for all permitting, planning, engineering and regulatory work
relating to a Weld County USR. AGPROfessionals Dfessionals is authorized to represent and
request the release of all records necessary on behalf of Lisa Ruiz -Prieto, Manuel Ruiz -
Prieto and Ruiz Trucking, LLC. We respectfully request that all correspondence be
directed to AGPROfessionals.
Sincere
isa Ruiz -Prieto
Z2ti ft'e
.9t7---211
at
uiz-Prieto z -Prieto Date
ENGINEERING, PLANNING, CONSULTING & REAL ESTATE
3050 67th Avenue, Greeley, CO 80634
970.535.9318 / office • 970.53 5.9854 / fax ■ www.agpros.corn
Document must be filed electronically.
Paper documents are not accepted.
Fees & forms are subject to change.
For more information or to print copies
of filed documents, visit www.sos.state.co.us.
-Filed
Colorado Secretary of State
Date and Time: 0/28/201 01:26 PM
ID Number: 20131139986
Document number: 20131139986
Amount Paid: $1.00
ABOVE SPACE FOR OFFICE USE ONLY
Articles of Organization
filed pursuant to § 7-80-203 and § 7-80-204 of the Colorado Revised Statutes ( .R. S .)
1. The domestic entity name of the limited liability company is
Ruiz Trucking LLC
(The name of a limited liability company must contain the terra or abbreviation
"limited liability company", "ltd. liability company'', `limited liability co. "ltd
liability co.", "tic.", 'ilk", or "ltd. ''. See , P40-601, C.R.S.)
'limited", . .
(Caution: The use of certain terms or abbreviations are restricted by lmv. Read instructions for more information.)
2. The principal office address of the limited liability company's initial principal office is
8843 Colorado Blvd
Street address
Mailing address
(leave blank if same as street address) (Street number and name or Post Office Box information)
Apt B-201
(Street number and name)
Thornton CO 80229
(City) (ZIPIPostal Code)
riCteCt States
(Province — 'applicablei (Country)
(City)
(State) (ZIP/Postal Code)
I
(Province — i f applicable) (Crum)
3. The registered agent name and registered agent address of the limited liability company's initial registered
agent are
Name
(if an individual)
or
(if an entity)
Ruiz -Prieto
Manuel Genaro
(Last)
(First) (Middle) (Suffix)
(Caution: Do not provide both an individual and an entity name)
8843 Colorado Blvd
Street address
Mailing address
(leave blank if same as street address) (Street number and name or Post Office Box information)
Apt B-201
Street number and name)
Thornton
co 80229
(ZIP Code)
(C4) (State)
ARTORG_LLC
Page 1 of 3 Rev. 12/01/2012
(City)
he following statement is adopted by marking the box.)
The person appointed as registered agent has consented to being so appointed.
Co
(Suite)
gip Code)
4. The true name and mailing address of the person forming the limited liability company are
Name
(if an individual)
or
(if an entity)
(Caution: Do not provide both an individual and an entity name.)
8843 Colorado blvd
Ruiz -Prieto Manuel Genaro
(Last) (First) (Middle) (Suffix)
Mailing address
apt B-201
Street number and name or Post Office Box information)
Thornton CO 80229
(City) (State) (ZIP/Postal Code)
United State
(Province — if applicable) (Count)
(If the following statement applies, adopt the statement by marking the box and include an attachment)
The limited liability company has one or more additional persons forming the limited liability
company and the name and mailing address of each such person are stated in an attachment.
5. The management of the limited liability company is vested in
(Mark the applicable box.)
❑ one or more managers.
or
1
the members.
6. (The following statement is adopted by marking the box.)
Vt
There is at least one member of the limited liability company.
7. (If the following statement applies, adopt the statement by marking the box and include an attachment)
❑ This document contains additional information as provided by law.
8. (Caution: Leave blank f the document does not have a delayed effective date. Stating a delayed effective date has
significant legal consequences. Read instructions before entering a date.)
(If the following statement applies, adopt the statement by entering a date and if applicable, time using the required format)
The delayed effective date and, if applicable, time of this document is/are 02128/2013 01:00 PM
(m d& t how:minute as Wpm)
Notice:
Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or
acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the
individual's act and deed, or that the individual in good faith believes the document is the act and deed of the
person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity
with the requirements of part 3 of article 90 of title 7, + .R. ., the constituent documents, and the organic
statutes, and that the individual in good faith believes the facts stated in the document are true and the
document complies with the requirements of that Part, the constituent documents, and the organic statutes.
Is
ARTOR,G_LLC
Page 2 of 3 Rev, 12/01/2012
This perjury notice applies to each individual who causes this document to be delivered to the Secretary of
State, whether or not such individual is named in the document as one who has caused it to be delivered.
9. The true name and mailing address of the individual causing the document to be delivered for filing are
U
Ruiz -Prieto
(Last)
8843 Colorado blvd
Manuel Genaro
(First) (Meddle)
(Sufi)
apt B-201
Thornton
(Street number and name or Post Office Box info rti on)
(City)
(Province -- rf applicable)
CO 80229
(Stale) '!!Postal Code)
United States _ .
(Country)
(If the following statement applies, adopt the statement by marking the box and include an attachment.)
This document contains the true name and mailing address of one or more additional individuals
causing the document to be delivered for filing.
Disclaimer:
This form/cover sheet, and any related instructions, are not intended to provide legal, business or tax advice,
and are furnished without representation or warranty. While this form/cover sheet is believed to satisfy
minimum legal requirements as of its revision date, compliance with applicable law, as the same may be
amended from time to time, remains the responsibility of the user of this form/cover sheet. Questions should
be addressed to the user's legal, business or tax advisor(s).
ARTORG LLC
Page 3 013 Rev. 12/01/20 t2
AGPROfessionals
DEVELOPERS OF AGRICULTURE
[CULT UFth
USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE
Ruiz Trucking LLC
Planning Questions:
1. Explain, in detail, the proposed use of the property.
The property owner is requesting a Use by Special Review (USR) to park up to seven (7)
semi -trucks on the property. The semi -trucks will be used to haul water for oil and gas support
or other hauling as market conditions allow. Semi -trucks are currently parked on the subject
property. This application seeks to address the current violation, case no. ZCV17-00149.
Three (3) to seven (7) full-time employees are proposed. Currently, two (2) employees (family
members) reside on -site. Full-time employees will be on -site for less than two (2) hours at a
time.
There is an existing single-family residence and associated outbuildings on the property. The
existing residence will continue to be used as a residence. Parking is proposed to the north
of the existing residence on improved gravel surfaces. Additional parking is available for
employees. As the parking area is gravel, striping and specific spaces are not specified. No
additional buildings or site improvements are proposed at this time.
There will be up to 500 gallons of on -site fuel storage with appropriate containment. No
painting, vehicle maintenance, or manufacturing is proposed. No sign is proposed at this
time. Outdoor lighting is wall -mounted. Light poles are not proposed. All lights will be shielded
and directed down as required in the Weld County Code.
2. Explain how this proposal is consistent with the intent of the Weld County Code,
Chapter 22 of the Comprehensive Plan.
This USR application has been prepared utilizing the process outlined in the Weld County
Code and Procedural Guides. The Guiding Principles of the Comprehensive Plan found in
Section 22-1-120 states, "Land use changes must afford flexibility based on the specific
location and the particular circumstances encountered within the locality. It is also important
to weigh the cumulative impacts that specific land use changes will have." This proposal is
respectful of surrounding uses.
The application is consistent with Section 22-2-20 G. A. Goal 7. "County land use regulations
should protect the individual property owner's right to request a land use change. and 2. A.
Policy 7.2. Conversion of agricultural land to nonurban residential, commercial and industrial
uses should be accommodated when the subject site is in an area that can support such
development, and should attempt to be compatible with the region" The site is i n an area
that can support the proposed use. This proposal is compatible with the surrounding area.
ENGINEERING, PLANNING, CONSULTING & REAL ESTATE
3050 67t11 Avenue, Greeley, CO 80634
970.535.9318 /office • 970.535.98541 flax • www.agpros.com
Page 2 of 7
3. Explain how this proposal is consistent with the intent of the Weld
Chapter 23 (Zoning) and the zone district in which it is located.
The proposal is for semi -truck parking in the A (Agricultural) Zone District. This proposal is
allowed in the A Zone as a Use By Special Review as called in Chapter 23, 23-3-40.
23-3-40-S. Any use permitted as a Use By Right, an accessory use, or a Use by Special
Review in the commercial or industrial zone districts, provided that the property is not a
Lot in an approved or recorded subdivision plat or lots parts of a map or plan filed prior
to adoption of any regulations controlling subdivisions. PUD development proposals
shall not be permitted to use the special review permit process to develop.
Adequate provision has been made to protect the health, safety and welfare of the inhabitants
of the neighborhood and the County. Operation Standards as found in Section 23-2-260 of
the Weld County Code were consulted in preparing this application.
4. Describe what type of land uses surround the site. Explain how the proposed use is
consistent and compatible with surrounding land uses.
The surrounding area has multiple uses including production agriculture, dairy farms,
commercial compost facilities and oil and gas production facility and support businesses.
5. What are the hours and days of operation? (e.g. Monday thru Friday 8:00 a.m. to 5:00
p.m.)
Parking at the facility will occur 24 -hours a day, 7 -days a week. The primary hours of
operation are 6:00 A.M. to 6:00 P.M., 7 -days a week. Occasional operations outside of the
primary hours may be required due to the oil and gas industry service needs.
6. List the number of full time and/or part time employees proposed to work at this site.
It is proposed that approximately three (3) to seven (7) drivers and the occupants of the
residence will use the site.
Typically, drivers will arrive at the site and leave in semi -tractor trailers for the day. Aside
from the residents, the drivers will be on site for less than two (2) hours at a time.
7. If shift work is proposed include the number of employees per shift.
Shift work is not proposed.
8. List the number of people who will use this site. Include contractors, truck drivers,
customers, volunteers, etc.
It is proposed that approximately three (3) to seven (7) drivers and the occupants of the
residence will use the site. Visitors, guests, delivery drivers, etc. can be expected at the site
as is typical of residential uses.
Page 3 of 7
9. If this is a dairy, livestock confinement operation, kennel, etc., list the number and type
of animals.
N/A
10. Describe the type of lot surface and the square footage of each type. (e.g. asphalt,
gravel, landscaping, dirt, grass, buildings)
Lot surfaces are rangeland grass with improved gravel surfaces. There are existing
landscaping improvements around the existing residence.
11. How many parking spaces are proposed? How many handicapped (ADA) parking
spaces are proposed?
The site contains an existing improved gravel surface parking area. Seven (7) spaces for
semi -truck parking are proposed. As the parking area is gravel, striping and specific spaces
for personal vehicles are not specified. This facility► is not open to the public.
12. Explain the existing and proposed landscaping for the site.
There are existing landscape improvements around the existing residence. Existing trees
and shrubs along the perimeter of the property will provide vegetative screening. No
additional landscaping is proposed at this time.
13. Describe the type of fence proposed for the site. (e.g. 6 -foot chain link with earth tone
slats)
The existing barb -wire fence will remain.
14. Describe the proposed screening for all parking and outdoor storage areas.
If the site is located in a floodplain outdoor storage is restricted.
Parking is internal to the site. Vegetative screening is provided by the existing trees and
shrubs along the perimeter of the property.
The subject property is not located in a floodplain.
15. Explain any proposed reclamation procedures when termination of the Use by Special
Review activity occurs.
If parking ceases to occur on -site the subject property will continue to be used as a single-
family residential site.
16. Who will provide fire protection to the site?
The La Salle Fire Protection District will provide fire protection to the site.
Page 4 of 7
17. List all proposed on -site and off -site improvements associated with the use (e.g.
landscaping, fencing, buildings, drainage, turn lanes, etc.) and a timeline of when you
will have each one of the improvements completed.
No off -site improvements are proposed. On -site improvements are existing and include a
single-family residence and associated out -buildings, improved gravel surfaces, landscaping
and fencing. No additional one -site improvements are proposed at this time.
Engineering Questions:
1. Describe how many roundtripslday are expected for each vehicle type: Passenger
Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = I trip in and 'I trip
out of site)
Typical vehicles accessing this site include employee and owner vehicles and semi -trucks.
The following numbers are expected for this facility:
Semi -tractor trailers: up to 7 trucks,one round-trip per day each
Pickups and cars: 3-7 tripslday for personal vehicles
2. Describe the expected travel routes for site traffic.
The existing access to this property is located on Weld County Road (WCR) 47 approximately
350 -feet north of WCR 44. WCR 47 is a local gravel road, WCR 44 is a paved arterial road.
Semi -trucks will exit the site on WCR 47 south to WCR 44 for east -west travel.
3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the
north, 20% from the south, 30% from the east, etc.)
Semi -trucks will exit the site at the existing access on WCR 47 south to WCR 44 for east -
west travel. It is projected that travel distribution along WCR 44 will be 75% to the west and
25% to the east.
4. Describe the time of day that you expect the highest traffic volumes from above.
The highest traffic volumes will be generated during morning hours between 6:00 A.M. to
7:00 A.M. and during evening hours between 5:00 P.M. to 6:00 P.M.
5. Describe where the access to the site is planned.
The existing access to this property is located on WCR 47 approximately 350 -feet north of
WCR 44. Weld County Road 47 is a local gravel road.
6. Drainage Design: Detention pond summarized in a drainage report is required unless
the project falls under an exception to storm water detention requirements per code
section 23-12-30 F.1.
A. Does your site qualify for an exception to storm water detention? If so, describe in
a drainage narrative the following:
1. Which exception is being applied for and include supporting documentation.
2. Where the water originates if it flows onto the property from an offsite source
3. Where it flows to as it leaves the property
Page 5 of 7
4. The direction of flow across the property
5. If there have been previous drainage problems with the property
The parcel is located in a non -urbanizing region. The proposed development does not
increase the imperviousness of the site therefore it is exempt from storm water detention.
The site is relatively flat with slopes from 0% to 5% towards the west. Offsite flows from the
north, south and the west should continue to flow west, away from the site and ultimately
towards the South Platte River. 0►ffsite flows from the east should be intercepted by existing
county roads and routed around the site. Therefore, an increase in runoff is not expected.
Historically, there are no known previous drainage issues with the property.
B. Does your site require a storm water detention pond? If so, the following applies:
1. A drainage report summarizing the detention pond design with construction
drawings and maintenance plan shall be completed by a Colorado Licensed
Professional Engineer and adhere to the drainage related sections of the Weld
County Code.
2. The drainage report must include a certification of compliance stamped and
signed by the PE which can be found on the engineering website.
3. A general drainage report guidance checklist is available on the engineering
website. More complete checklists are available upon request.
As determined by a Colorado Licensed Professional Engineer, the site is exempt from storm
water detention. A drainage narrative is included in the application materials.
Environmental Health Questions:
1. What is the drinking water source on the property?
If utilizing a drinking water well include either the well permit or well permit application
that was submitted to the state -Division of Water Resources. If utilizing a public water
tap include a letter from the Water District, a tap or meter number, or a copy of the
water bill.
Bottled water will be provided for employees. Aside from the residents, the drivers will be
on site for less than two (2) hours at a time.
The existing residence is served by the Central Weld County Water District.
2. What type of sewage disposal system is on the property?
If utilizing an existing septic system provide the septic permit number. If there is no
septic permit due to the age of the existing septic system, apply for a septic permit
through the Department of Public Health and Environment prior to submitting this
application. If a new septic system will be installed, please state "a new septic system
is proposed". Only propose portable toilets if the use is consistent with the
Department of Public Health and Environment's portable toilet policy.
Portable toilets are proposed for employee use. The operator will utilize an appropriate sanity
services provider to manage the toilets and remove and dispose of contents as needed in
accordance with applicable requirements.
There is a septic system associated with the existing residence, permit no. SP -0200181.
Page 6 of 7
3. If storage or warehousing is proposed, what type of items will be stored?
U p to seven (7) semi -trucks are proposed to be parked at this facility.
Storage and warehousing is not proposed to be a main activity of this request; however,
storage in compliance with Weld County code may occur on -site.
4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or
petroleum will occur on this site.
See Nuisance and Waste Management Plan included in the application packet.
5. If there will be fuel storage on site indicate the gallons and the secondary containment.
State the number of tanks and gallons per tank.
There will be up to 500 gallons of on -site fuel storage with appropriate containment.
6. If there will be washing of vehicles or equipment on site indicate how the wash water
will be contained.
N o vehicle washing is proposed on -site.
7. If there will be floor drains indicate how the fluids will be contained.
N o flood drains are proposed.
8. Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.)
N o regulated air emissions are anticipated from this site.
9. Provide a design and operations plan if applicable. (e.g. composting, landfills, etc.)
N/A.
10. Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc.)
The facility will adhere to the maximum permissible noise levels allowed in the Agricultural
Zone District.
Sources of light will be shielded so that light rays will not shine directly onto adjacent
properties where such would cause a nuisance or interfere with the use on the adjacent
properties. Neither the direct, nor reflected, light from any light source will create a traffic
hazard to operators of motor vehicles on public or private streets. No colored light will be
used which may be confused with, or construed as, traffic control devices.
The property owner or operator will be responsible for controlling noxious weeds on the site.
Trash will be collected in a covered, confined trash dumpster and removed at least weekly
by B&C Refuse or alternative trash removal company as described in the Nuisance
Management Plan.
Page 7 of 7
All roadway, parking and operations areas will have improved gravel surfaces. Watering of
surfaces will occur as necessary to suppress dust.
11. Additional information may be requested depending on type of land use requested.
N/A
Building Questions:
1. List the type, size (square footage), and number of existing and proposed structures.
Show and label all existing and proposed structures on the USR drawing. Label the
use of the building and the square footage.
There is an existing single-family residence, garage and sheds on the subject property. No
additional structures are proposed at this time.
2. Explain how► the existing structures will be used for this USR?
The existing structures will be used by the residents and are not directly associated with the
trucking business or the USR.
3. List the proposed use(s) of each structure.
Existing buildings will continue to serve the residents of the subject property. No additional
structures are proposed for the parking of semi -trucks on this site.
AG P.O fessional s
DEVELOPERS OF AGRICULTURE
Neighborhood Outreach
Weld County Use by special Review Application
Prepared for
Ruiz Trucking LLC
Manuel G. Ruiz -Prieto
Dear neighbor,
On behalf of Ruiz Trucking L.L.C. we Manuel and Lisa Ruiz would like to invite you to our house
to discuss any questions or concerns you might have as a neighbor re: Ruiz Trucking L.L.C, We
are having a meeting on Saturday February 24th at 11a rn,
21065 CR 47
La Salle, CO 80645
970-342-4242 - Lisa
Thank you,
Manuel, Lisa Ruiz
02/20/2018
Kelsey Bruxvoort
From:
Sent:
To:
Subject
Meeting notes
Saturday February 24, 2018
Ernesto Ruiz < ruiztrucking1o7@gmail.com>
Thursday, March 01, 2018 237 PM
Kelsey Bruxvoort
Ruiz
A meeting was scheduled for Saturday 02/24/18 @ 11am. No neighbors attended this meeting to discuss any questions
or concerns re: Ruiz Tricking.
Manuel, Lisa Ruiz
Ruiz Tricking
AG
ROfessionals
DEVELOPERS OF AGRICULTURE
Traffic
Weld bounty Use by Special Review Application
Prepared for
Ruiz Trucking LLC
Manuel G. Ruiz-'rieto
AGPROfessionals
DEVELOPERS OF AGRICULTURE
Traffic Narrative
Traffic Narrative
Ruiz Trucking LLC
Use By Special Review (USR) Application
The subject property is located on the northwest corner of Weld County Road (WCR) 47 and
WCR 44. The proposed Ruiz Trucking LLC facility will allow up to seven (7) semi -trucks to be
parked on the existing approximately 5.5 -acre site. The semi -trucks will be used to haul water for
oil and gas support or other hauling as market conditions allow. There is an existing residence
on -site which will continue to be used as a residence. Three (3) to seven (7) full-time employees
are proposed. Currently two (2) employees (family members) reside on the subject property.
Typically, drivers arrive at the site and leave in semi -tractor trailers for the day. Full-time
employees will be on -site for less than two (2) hours per day.
Parking at the facility will occur 24 -hours a day, 7 -days a week. The primary hours of operation
are 6:00 A.M. to 6:00 P.M., 7 -days a week. Occasional operations outside of the primary hours
may be required due to the oil and gas industry service needs.
The site contains an existing improved gravel surface parking area. Seven (7) spaces for semi -
truck parking are proposed. As the parking area is gravel, striping and specific spaces for personal
vehicles are not specified. This facility is not open to the public.
The existing access to this property is located on WCR 47 approximately 350 -feet north of WCR
44. WCR 47 is a local gravel road, WCR 44 is a paved arterial road. Semi -trucks will exit the site
on W C R 47 south to WCR 44 for east -west travel. It is projected that travel distribution along WCR
44 will be 75% to the west and 25% to the east.
Typical vehicles accessing this site include employee and owner vehicles and semi -trucks. The
following numbers are expected for this facility:
Semi -tractor trailers: up to 7 trucks, one round-trip per day each
Pickups and cars: 3-7 trips/day for personal vehicles
The highest traffic volumes will be generated during morning hours between 6:00 A.M. to 7:00
A.M. and during evening hours between b:00 P.M. to 6:00 P.M.
ENGINEERING, PLANNING, CONSULTING & REAL ESTATE
3050 67th Avenue • Suite 200 • Greeley, CO 80634
970.535.9318 / office • 970.535.9854 / fax • www.agpros.com
AG PROfessionals
DEVELOPERS OF AGRICULTURE
Access
Weld bounty Use by Special Review Application
Prepared for
Ruiz Trucking LLC
Manuel G. Ruiz -Prieto
Weld County Public Works Dept.
1111 H Street
P.O. Box 758
Greeley, CO 80632
Phone: (970) 304-6496
Fax: (970)304-5497
Property Owner
Name Manuel G. Ruiz -Prieto
Company Ruiz Trucking LLC
Address 20165 CR 47
C;ty LaSalle State CO zip 80645
Phone (720) 402-1143
Fax
E-mail
Parcel Location
The access is on WCR 47
Nearest Intersection: WCR 47 & WCR 44
Dist. from Intersection (approx. in ft.) 350 +/'"
Parcel Number(s) 105514400022
Section/Township/Range 14-4-65
Total # of Existing Accesses to parcel di
Proposed Use
▪ Temporary (Tracking Pad Required) 0#}
Small Commercial (#)1
n Field (Agriculture Only) i #
ACCESS PERMIT
APPLICATION FORM
Authorized , erit/Ap_plicant (if different from Owner)
Name Kelsey Bruxvoort
Company AGPROfessionals
Address 3050 67th Ave
City. Greeley State CO zip 80645
Phone (970) 535-931$
Fax
E-mail kbruxvoort@agpros.com
Existing County Road Surface Information
Asphalt Gravely Treated Other
Proposed Access Information
Culvert Size & Type (15" CMP/RCP min.)
Materials used to construct access
Access Construction Start Date
Access Construction Finish Date
❑ Single Residential (#)1 ❑ Oil & Gas (#)
❑ Large Commercial (#) El Industrial #'
DI Subdivision (U)
Is this access associated with a Planning or Building Department Process?
USR/MUSR u REC /SUB ❑ 'DUD ❑ IOGLA ❑ COMPLEX (IA required) ❑ Other
Planning/Building Department case #.
Required Attached Documents
- Traffic Control Plan (a generic plan can be found at tps:/J'ww , eIddgov1 ornicdePartii1f_Mtsipuhlic works/permits/
During the review process it may be determined that a right-of-way use permit will be required as well.
- Certificate of Insurance (with "Weld County, Colorado" listed as the certificate holder & as an additional insured)
- Access Pictures (from the left, right, into & out of the access — N, Sp E, & W)
- Access Authorization Form (Not required if the application is signed by the landowner.)
Fee schedule (to be determined by permitting agency)
- $75 ,each access point: Temporary, Small Commercial, Oil & Gas, Single Family Residential
- $150 each access point: Industrial, Large Commercial, Subdivisions
- Field (Agriculture only): no cost
Parcel Sketch (or provide an aerial on an add'l sheet)
A = Existing Access "- Proposed Access
WCR Flo
T
N
mita
u
WCR
scr
L§al
Descri Ttion of Work or Reason for Permit
Permit existing access located approx. 350' north of WCR 44 as part of a USR application for Ruiz
Trucking LLC. Ruiz Trucking LLC is proposing to park up to 7 semi -trucks on property containing
existing residence. Semi -trucks will be used to haul water for oil and gas support or other hauling
as market conditions allow. Typically, drivers will arive on -site and leave in trucks for the day.
By accepting this permit, the undersigned Property Owner/Authorized Agent, under penalty of perjury, verifies they have received all
pages of the permit application; they have read and understand all the permit requirements and provisions set forth on all pages. By
virtue of their signature the Property Owner/Authorized Agent is bound by and agrees to comply with all said permit requirements
and provisions) all Weld County ordinances, and state laws regarding access construction.
/1/411.97ak(-1e6Si CMS
Signature Printed Name
Signature Printed Name Date _
(In case of multiple Property Owners/Authorized Agents)
• Access Permits are good for 1 year from the date of issuance. Property Owner/Authorized Agent must obtain a new
permit or request an extension if the construction of the access point is not completed in that timefra me,
Extensions are subject to approval by Public Works
• County regulations on road access can be found in Article V of Chapter 12 of the Weld County Code.
Date
AGPROfessionals
DEVELOPERS OF AGRICULTURE
Use By Stecial Review si Access Permit Pictures
Prepared For: Ruiz Trucking LLC
Property Location: PT SE4 Section 14, T 4N, R 65W, 20165 CR 47, LaSalle, CO 80646
Access Locations: Weld County Road (WCR) 47
Existing access: Along WCR 47, approximately 350 -feet north of WCR 44
View to the East
View to the North
a a
•
ENGINEERING, PLANNING, CONSULTING & REAL ESTATE
3050 67th Avenue • Greeley, CO 80634
970.535.9318 /ofice • 97O.535 9854 / fax • www.agpros.com
Page 2 of 2
View to the South
Isabella Juanicorena
From: Auto_5ender@Accela.com
To: kbruxvaort@agpros.com
Subject: Your Application Has Been Deemed Complete
Thank you for your Application. We have deemed your application complete and are continuing to process your
application. Please reference Case Number USR18-0025 if you have any questions about your case.
If you need further assistance, please feel free to contact our office at 970-353-6100 ext 3540.
Drainage Narrative
For
Ruiz Trucking, LLC USR
Lot A of RE -3235 Being Part of SE '/< of Section 14,
Township 4N, Range 65W of the 6'h P.M.
Ns
AGPRO fessionals
DEVELOPERS OF AGRICULTURE
AGPROfessionals
3050 67t` Avenue
Greeley, CO 80634
(970) 535-9318
2!28!2018
Ruiz Tmckina. TIC
Table of Contents
Certifications.....................................iii.iiii.i.....t.4tt.tt.lttse+ liUd44++i•i•+E}iMUM0.440+.4494449±449a4±F±4PUtimU±■ 3
! Suaa .i........t..ttt4.t.iiii.i.t..ttaitatattt t7 e± mmwm�om�a
iliiii4
Introduction 5
1. I1c cation ■..t.t..4ttOPOOP ...ti..94444tttt••9@9449@4a±@ 'Qes.F.4t 5
2. Property Description ......t.......tide44444444444Bt±&44if444 4+a++t++P999 t 5
Historic Drainage MI& !MOM *** n * MMIIIVNIllt 5
1. Overall Basin D'lscription.....tt.t.....t...ttt t4 ItWNi,aI 5
2. Drainage Patterns Through Property ..
3. Off -site Drainage Flow Patterns , . , 6
Conclusions 6
•,,,tym*+�}••40.@@bfE99@949@94.±4±±±+±±± _ __
List of References ....i Ml. 7
Appendices
ii
Ruiz Tr skin Li
Certifications
I hereby certify that this drainage narrative for the Ruiz Trucking, LLC proposed USR
was prepared under my direct supervision in accordance with the provisions of the Weld
County storm drainage criteria for the owners thereof.
4meig.")ssleo°41:1A4tispri
Chad TeVelde, P.L".
AGPROfessionals
2/28/2018
Drainage Narrative Page 3 of 7
AGPROfessicn$ls, 3050 67112 Avenue, Greeley CO 80634 * 970-535-9318 * 'www,agpros.com
Ruiz Truckinn. LLC
Summary
The project site for the proposed USR is an agricultural and residential property with an
existing residential dwelling and outbuildings. The applicant is proposing seven semi -
truck parking spaces within the existing gravel drive area. The proposed parking spaces
will consist of gravel similar to what is on the existing drive, so the overall percent
imperviousness of the site should not be altered. The proposed development plan for the
site does not significantly change the conditions of the site and, therefore, is exempt from
stormwater detention per Article XII, Storm Drainage Criteria, Section -12-30
Drainage Policy.
'. Exceptions.
1, Exceptions to stormwater detention shall not jeopardize the public
health, safety, and welfare of public and private property and shall be
limited to the following:
a No stormwater detention will be required for sites that meet any of
the following conditions, Requirements of the Municipal Separate
Storm Sewer System (MS4) areas remain applicable.
8) Development of sites where the change of use does not
increase the imperviousness of the site.
2/28/2018
Drainage Narrative Page 4 of 7
.AGPROfessionals, 3050 67th Avenue, Greeley CO 80634 * 970-535-9318 *
%VW It
Ruiz Trucking4TIC
Introduction
1. Location
The proposed
site is located in Lot A of RE -3235 being part of Section 14, T4N,1 R65W,
6th This site is located east of Highway 85 and southeast of the Town of LaSalle,
CO.The properties PM.
surrounding the site are undeveloped., agricultural farm land. The
�.
property is bordered on the south side by Weld County Road (WCR) 44, and on the east
side by WCR 47. A vicinity map is shown in Appendix A.
2. Property Description
parcel site is a 5.47 -acre
and is in a non -urbanizing region. Currently, the parcel is an
and residential t i al property with an existing residential dwelling and
agricultural p p
s. The applicant licant is proposing seven semi -truck parking spaces within the
outbu�ld�ng pR p' R
existing gravel drive area.
There are two types Olney of soil: fine sand (1% to 3% slopes) and Vona loamy sand
,�'
r i
t 5% slopes). The ma'ont or the soil is well drained, hydrologic soil group see
(0% to � �� � y
USDA -N soil report in Appendix B).
There are no major open en channels within or adjacent to the proposed property.
Ristoric Drainage
1. Overall Basin Description
The site has a relatively flat topographywith slopes from 0 to 5% predominately towards
side or theproperty. Topographic maps were downloaded from the United
the western -
.
Geolo� � ica.l Survey (USGS) rebs to and are shown in A endix C. The overall
Mates ,� Appendix
percentage or imperviousness existing
. for the site is approximately 12% using the Urban
Drainage and
Flood Control District (UDFCD) and the Weld County Engineering and
Guidelines(WCECG) manual recommended values (see calculation in
Construction
. This was estimated using the area of the parcel as well as half of the
Appendix �
O . used
adjacent gravel and asphalt roadway areas. Since the proposed parking areas are prop
� _ � �' percentage e o Fimperviousness should not be
to be within the existing gravel drive, the perce g
altered.
Historically,there have been no previous drainage issues with the property.
A Management Administration (FEMA) map of the project area is
Federal �r�r+�r,genc�_ y g.
included in A - Appendix E. Theproperty is located on panel 0 12301775E and is not
,p'p currently located within a 100 -year floodplain.
2. Drainage Patterns Through Property
The site is located
in rural Weld County and is surrounded by undeveloped, agricultural
land. A
Master Plan for the site area is not currently available. The site is mostly west
2/28/2018
Drainage Narrative Page 5 of 7
AoPROfessionals, 3050 67th Avenue, Greeley CO 80634 * 910-535-9318 * www a ros.ea
R'_ii . true,kinw., I AI,C
sloping and has a generally flat topography. Historically, the basin drainage flows
towards the west and ultimately flows towards the South Platte River,
3. Off -site Drainage Flow Patterns
Offsite flows from the north, south and the west should continue to flow west, away from
the site and ultimately towards the South Platte River. Offsite flows from the east should
be intercepted by existing county roads and routed around the site. Therefore, an increase
in runoff is not expected.
Conclusions
This drainage narrative is consistent with the Weld County Engineering and Construction
Guidelines and the IJDFCD Criteria Manual. An increased risk of damage from storm
runoff is not expected since the development plan for the site should not significantly
change the existing conditions. We recommend that the site is exempt from storrnater
detention per Article XII, Storm Drainage Criteria, Section 23-12-30 Drainage
Policy.
2/28/2018
Drainage Narrative Page 6 of 7
A FROfessionals, 3050 67`11 Avenue, Greeley Co 80634 * 970-535-9318 *
Ruiz Trucking.. LLC
List of References
Federal Emergency Management Agency. "FEMA Flood Map Service Center." FEMA
Flood Map Service Center. FEMA., 20 Jan. 2016. Web. 28 Feb. 2018.
<http s:/fmse .fema. gov/pertal> .
United States Department of Agriculture a Natural Resources Conservation Service.
"Web Soil Survey," Web Soil Surve9. USDA - NRCS, 2006. Web. 28 Feb. 2018.
http:// ebsoilsurve .sc.egov.usda.gov/App/ eb oil urve .aspx>.
Urban Drainage and. Flood Control District. "Urban Storm Drainage Criteria Manual
Volume 1." USDCM: Volume I Management, Hydrology and Hydraulics. UDFCD, Mar.
2017. Web. 28 Feb. 2018. http://udfcd.orglvolume-one .
United States Geological Survey. "Maps." Overview - Maps, United States Geological
Survey. USGS, 2016. Web. 28 Feb. 2018, <w .usgs.gov/produets/rnaps/top+ -maps .
Weld County. "Property Portal - Map Search." Property Portal - Map Search. Weld
County, 19 Dec. 2017. Web. 28 Feb. 2018.
<https://www.co.weld.co.usimapslipropertyportalnacct=P1779500>.
Weld County. "Weld County Engineering and Construction Criteria Guidelines." Weld
County Engineering, July 2017. Web. 28 Feb. 2018.
< r. ►eld.gov.com serFiles/ ervers/ erver_ /FilefDepartmentsfPublic%20 orks/En
gineeringf E %20-%208-3-17.pdf.>
2/28/2018
f
Drainage Narrative Page 7 of 7
AGP'ROfcssionals, 3050 67th Avenue, Greeley CO 80634 * 970-535-9318 * % w -w gor an "
Ruiz Truckin , Lit
Appendices
A. Vicinity Map
B. USDA Web Soil Survey Report.
C. Topographic Map
D. Percentage of Imperviousness Calculation
E. FEMA Flood Plain Map
Ruiz Trucking„ LIE
APPENDIX A
Vicinity Map
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APPENDIX B
USDA Web Soil Survey Report
USDA United States
ar-Astr. Department of
Agriculture
MRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations: and kcal
participants
Custom Soil Resource
Report for
Weld County,
Colorado,
Southern Part
February 28, 2018
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www, n res. usda, govlwpsl
portalfnresfmain/soi!sthealth) and certain conservation and engineering
applications. For more detailed information contact your local USDA Service Center
(https://offices.sc.egov. usda.gov/locatorlapp?agency=nres) or your NRCS State Soil
Scientist(http://www.nres.usda.gov/wpsfportabbnresldotail/soils/contactus1?
cid=nres142p2_05 951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc) should contact USDA's TARGET Center at (202) 720-2600 (vice
and TOO). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, SW, Washington, D.C. 20250-9410 or
call (800) 795-3272 (voice) or (202) 720-6382 (TOD). USDA is an equal opportunity
provider and employers
3
References
Contents
Preface
How Soil Surveys Are Made
Soil Mapr.,,...*.�....,
2
5
8
Soil Map,.. .. 9
Legend...........err....10
Map Unit Legend F,,,.,..rr,rrasir, .... 11
Map Unit Descriptions 1'1
Weld County, Colorado, Southern Part 13
47 -Olney fine sandy loam alto 3 percent slopes 13
72 Vona loamy sand, 0 to 3 percent slopes 14
73 Vona loamy sand, 3 to 5 percent slopes ............ 'lilt ..a......MPS .F,.Mee:a.,.rae,...15
17
4
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock, They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil -vegetation -landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5
Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil -landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil -landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field -observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
6
Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
B
Custom Soil Resource Report
MAP LEGEND
Area of Interest (Aol)
Area of Interest (AO!)
Solis
O
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
4121,
0
X
iF
0
A
a
0
0
I
S.
t
t.
H
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
0
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOl were mapped at
1:24,000.
IWarning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements_
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS DA- N RCS certified data as
of the version date(s) listed below.
Soil Survey Area: Weld County, Colorado, Southern Part
Survey Area Data: Version 16, Oct10, o, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger_
Date(s) aerial images were photographed: Jul 17, 2015 —Sep
22, 2016
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
10
Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres In Aol
Percent of AOI
1
Olney
fine sandy loam,
percent slopes
1
to 3
1.2
211%
47
72
Vona loamy
percent slopes
sand,
0 to 3
3.2
58.9%
Vona loamy
percent
sand, 3 to 5
slopes
1.0
19.0%
73
Totals
for Area of Interest
5.5
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into Iandforms or
11
Custom Soil Resource Report
landforrn segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
Art association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are hot uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
12
Custom Soil Resource Report
Weld County, Colorado, Southern Part
47 Olney fine sandy loam, 'I to 3 percent slopes
Map Unit Setting
National map unit symbol: 362v
Elevation: 4,600 to 5,200 feet
Mean annual precipitation: 11 to 15 inches
Mean annual air temperature: 46 to 54 degrees F
Frost -free period: 125 to 175 days
Farmland classification: Prime farmland if irrigated and the product of I (soil
erodibility) x C (climate factor) does not exceed 60
Map Unit Composition
Olney and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Olney
Setting
Landform: Plains
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Mixed deposit outwash
Typical profile
HI - 0 to 10 inches: fine sandy loam
H2 - 10 to 20 inches: sandy clay loam
H3 - 20 to 25 inches: sandy clay loam
H4 - 25 to 60 inches: fine sandy loam
Properties and qualities
Slope: 1 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 2.00 inlhr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Norisaline to very slightly saline (0.0 to 2.0
mmhoslcm)
Available water storage in profile: Moderate (about 7.0 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nanirrrtgatod): 4c
Hydrologic Soil Group: B
Ecological site: Sandy Plains (R067BY024CO)
Hydrxc soil rating: No
Custom Soil Resource Report
Minor Components
Zigweid
Percent of map unit: 10 percent
1ydric soil rating: No
Vona
Percent of map unit: 5 percent
Hydrtc soil rating: No
72 Vona loamy sand, 0 to 3 percent slopes
Map Unit Setting
National map unit symbol: 363r
Elevation: 4,600 to 51200 feet
Mean annual precipitation: 13 to 15 inches
Mean annual air temperature: 48 to 55 degrees F
Frost -free period: 130 to 160 days
Farmland classification: Farmland of local importance
Map Unit Composition
Vona and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the map unit.
Description of Vona
Setting
Landforr : Terraces, plains
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Alluvium and/or eolian deposits
Typical profile
H1 - 0 to 6 inches: loamy sand
H2 - 6 to 28 inches: fine sandy loam
1-13 - 28 to 60 inches: sandy loam
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Very low
capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 6.00
inlhr)
Depth to water table: More than BO inches
Frequency of flooding: None
Frequency of pondirig: None
calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm)
14
Custom Soil Resource Report
Available water storage in profile: Moderate (about 6.5 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigrated): 4e
Hydrologic Soil Group: A
Ecological site: Sandy Plains (R067BY024CO)
Hydric soil rating: No
Minor Components
Rennm it
Percent of map unit: 10 percent
Hydric soil rating: No
Valent
Percent of map unit: 5 percent
Hydric soil rating: No
73 Vona loamy sand, 3 to 5 percent slopes
Map Unit Setting
National map unit symbol: 363s
Elevation: 4,600 to 5,200 feet
Mean annual precipitation: 13 to 15 inches
Mean annual air temperature: 48 to 55 degrees F
Frost -free period: 130 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Vona and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunrt
Description of Vona
Setting
Landform: Terraces, plains
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Alluvium and/or eolian deposits
Typical profile
HI - 0 to 6 inches: loamy sand
H2 - 6 to 28 inches: fine sandy loam
HS - 28 to 60 inches: sandy loam
Properties and qualities
Slope: 3 to 5 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Very low
15
Custom Soil Resource Report
Capacity of the most limiting layer to transmit water (sat): High (1.98 to 6.00
inlh r)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm)
Available water storage in profile: Moderate (about 6.5 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: A
Ecological site: Sand► Plains (R067BY024CO)
Hydric soil rating: No
Minor Components
Remmit
Percent of map unit 8 percent
Hydric soil rating: No
Valent
Percent of map unit 7 percent
Hydric soil rating: No
References
American Association of State Highway and Transportation Officials (AASHTO).
2004, Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM) . 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, Ft. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/CBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www. nres. usda.goer/wps/portall
n res/detail/national/soils/'acid=nres 142 p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nres. usda.gov/wps/portal/nresldetail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nres. usda.gov/wps/portallnresldetaillnational/soils/?cid=nres142p2_053580
Tiner, R.W., ,Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. tittp://www.nrcs.usda.goviwpsiportalinrcsidetaillsoilsi
home/ ?cid=nresl 42p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www. nres. usda.gov/wpslportal/nres/
detail/national/land use/rangepastu re/'acid=stelp rdbl 043084
17
Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430 -VI. http:llwww.nres.usda.govlwpslportall
rires/detaillsoi I sfscienti stsl' cithn res 142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin, U.S. Department of Agriculture Handbook
296. http://www.nres.usda.govlwpslportallnresfdetailfnationallsoilsl?
cid=nres142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook. 210. http://
www.nrcs.usda.gov/InternetIFSE DOCUM ENTSlnres 142 p2_0522 90. pdf
18
Ruiz Truckins . Uri
APPENDIX
Topographic Map
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APPENDIX D
Percentage of Imperviousness Calculation
AGPROfessionals
DEVELOPERS OR AORECULTORE
3050 67th Avenue, Suite 200
Greeley, Co 80634
Telephone (970) 535-9318
w w,a,gpros.com
Project Number: 2625-01 Date: 2/28/18 9:39 AM
Designed By: AGPRCfessionals Sheet: of
Checked By: CTV
Subject: Impervious Area Calculation Ruiz Existing
User Entry
Solving for the Percent impervious (I):
1
Description
per U
DFCD Table RO-3
Impervious
Total
5gFt
Acres Impervious
100%
90%
90%
40%
2%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
I
3,920
1,742
7,841
37,026
222,592
Roofs
Drive
Paved
Gravel
Greenbelt,
None
None
None
None
None
None
None
None
None
None
None
and
Streets
Road
Walk
Agriculture
0.08
0.04
0.18
0.34
0110
0.00
0100
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Square
Feet
Acres
.�
Total
Total
Impervious
Development
Acres
Acres
32,20Cs
I 273 x.21
0.74
6.27
0.74
i
IDevelopment
%I Actual
Design
1 12%
I
Ruiz Truckirw. LLC
APPENDIX E
FEMA Flood Plain Map
National Flood Hazard Layer FIRMette
stir ;Md. AA"NJ
FEMA
i I f . fsri a0 P. i r W - n p!ifr. , ► AITSC1 .
QJ R ti i^ NIA,
w t a
Feet 1:6,000
2,000
4+a-Icatide P1
Legend
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX Pailir FOR FIRM PANEL LAYOUT
SPECIAL FLOOD
HAZARD AREAS
Without Base Food Elevation (BFE)
Zang A, ur A99
With BFE or Depth
Regulatory Medway Zone AE, AD, Alio VE, AR
OTHER AREAS OF
FLOOD HAZARD
Mi$Z 19 .e'C O00 J
OTHER AREAS
r
kill0 SCREEN
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile Zone X
Future Conditions 1% Annual
Chance Flood Hazard zone �€
Area with Reduced Flood Risk due to
Levee_ See Notes. zone X
Area with Flood Risk due to Levee Zone D
Area of Minimal Flood Hazard Zone X
Effective L0MRs
Area of Undetermined Flood Hazard lone n
GENERAL - - - - Channel, Culvert, or Storm Sewer
STRUCTURES IllIllIlllllw Levee, Dike, or Floodwall
zu Cross Sections with 1% Annual Chance
ITS Water Surface Elevation
- - Coastal Transect
.�� 513,-„..., Base Flood Elevation Line (BFE)
OTHER -
FEATURES
MAP PANELS
Limit of Study
Jurisdiction Boundary
Coastal Transect Baseline
Profile Baseline
Hyd rographic Feature
U
Digital Data Available
No Digital Data Available
Unmapped
N
-ars-
This map complies with FEMA's standards for the use of
digital flood maps If it is not void as described below.
The base map shown complies with FEMA's base map
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 2/28/2018 at 10:53:16 AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL. and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: base map imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map Images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.
0
250
500
1,000
1,500
AGPROfessionals
DEVELOPERS OF AGRICULTURE
Nuisance and Waste Management Plan
Ruiz Trucking LLC
Use By Special Review (USR) Application
Introduction
The proposed Ruiz Trucking LLC facility will allow up to seven (7) semi -trucks to be parked on an
existing approximately 5.5 -acre site. The semi -trucks will be used to haul water for oil and gas
support or other hauling as market conditions allow. There is an existing residence on -site which
will continue to be used as a residence. Three (3) to seven (7) full-time employees are proposed.
Currently two (2) employees (family members) reside on the subject property. Full-time
employees will be on -site for less than two (2) hours per day.
No painting, vehicle maintenance, or manufacturing is proposed. No regulated air emissions are
anticipated from this site. There will be up to 500 gallons of on -site fuel storage with appropriate
containment. Parking at the facility will occur 24 -hours a day, 7 -days a week. The primary hours
of operation are 6:00 A.M. to 6:00 P.M., 7 -days a week. Occasional operations outside of the
primary hours may be required due to the oil and gas industry service needs.
Ruiz Trucking LLC will use the methods described below to minimize potential nuisances and
waste produced as a result of the proposed uses.
Noise
The property owner or operator will attempt to minimize noise generated during operation and
maintain compliance with Weld County Noise Requirements. The facility will adhere to the
maximum permissible noise levels allowed in the Agricultural Zone District.
The existing vegetative buffer will provide sounds absorption and screening.
Light
Outdoor lighting is wall -mounted. Light poles are not proposed. Sources of light will be shielded
so that light rays will not shine directly onto adjacent properties where such would cause a
nuisance or interfere with the use on the adjacent properties. Neither the direct, nor reflected, light
from any light source will create a traffic hazard to operators of motor vehicles on public or private
streets. No colored light will be used which may be confused with, or construed as, traffic control
devices.
ENGINEERING, PLANNING, CONSULTING & REAL ESTATE
3050 671 Avenue • Suite 200 • Greeley, CO 80634
970.535.9318 / office • 970.535.9854/ fax • www.agpros.eom
Page 2 of 2
Waste Management
The property owner or operator will be responsible for controlling noxious weeds on the site. Trash
will be collected in a covered, confined trash dumpster and removed at least weekly by B&C
Refuse or alternative trash removal company.
Portable toilets are proposed for employee use. The operator will utilize an appropriate sanitary
services provider to manage the toilets and remove and dispose of contents as needed in
accordance with applicable requirements.
There will be up to 500 gallons of on -site fuel storage with appropriate containment.
Dust Abatement
The operation is not expected to generate disproportionate amounts of fugitive dust. Lot surfaces
will be rangeland grass with improved gravel surfaces in roadways, parking and operations areas.
There are existing landscaping improvements around the residence and vegetative screening
around the perimeter.
Parking is internal to the site. The existing access is located on Weld County Road (WCR) 47
approximately 350 -feet north of WCR 44. WCR 47 is a local gravel road, WCR 44 is a paved
arterial road. Semi -trucks will exit the site on WCR 47 south to WCR 44 for east -west travel. Semi
trucks will not gain significant speed before the intersection of WCR 44 and WCR 47 due to the
distance between the access and the intersection.
Watering of surfaces will occur as necessary to suppress dust.
Hello