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REGIONAL MAP
RA.N D
JUNCTION
Sheet List
Ta bye
Sheet Number
Sheet Title
T.100
Cover
0.100
Existing
Conditions
0.200
PV Site Plan
C.201
Site
Hydrology
C.400
Construction Details
0.401
Construction Details
0.402
Construction Details
0.403
Weld County - Development Standards
PROPERTY OWNER'S CERTIFICATION
The undersigned property owner(s) do(es) hereby agree to the Site Specific Development Plan and Use by Special
Review Development Standards as described hereon this day of _ 0
Name of Property Owner
Name of Property Owner
e •eVII S.te
VICINITY MAP
a 11
WINDS R
SITE
85
r
I
ILL F
I 'I 7 1
REELEY
85
CONTACT
INFORMA • ril
COMPANY
CONTACT
PHONE
ADDRESS
PROJECT
OWNER/DEVELOPER
UNITED STATES SOLAR CORPORATION
MICHELLE SIMMS
12-299-1213
100
MINNEAPOLIS
N.
NTH
ST.,
SUITE 41 OB
MN 55403
WESTWOOD
PROJECT
EST'fOOD� PROFESSIONAL
SERVICES, INC
MITCHELL ELL. OTT
608-821-6603
8401
�REENWAY
MI
DDLETON,
BLVD., SUITE
WI 53562
400MANAGER
PROJECT LOCATION (APPROXIMATE CENTER OF SITE)
LATITUDE = 40.46598611" N
LONGITUDE = 104.6090278" W
PROJECT COORDINATE SYSTEM
BEARINGS & DIMENSIONS ARE BASED ON
NSRS 2011, COLORADO STATE PLANES, NORTH ZONE, US FOOT
PLANNING COMMISSION CERTIFICATION
This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the
Board of County Commissioners, Weld County, Colorado, for its confirmation, approval and adoption this Site
Specific Development Plan and Use by Especial Review as shown and described hereon this day of
, 20
Chair, Weld County Planning Commission
DESIGN C ITE IA
USE BY SPECIAL REVIEW PERMIT APPROVAL BY WELD COUNTY: TBD
UNITED STATES ARMY CORPS OF ENGINEERS (USAGE) DELINEATION APPROVAL: TBD
WETLAND IMPACTS PERMITTED: NONE
NPDES GENERAL CONSTRUCTION STORMWATER PERMIT IDENTIFICATION: TBD
BOARD OF C UNIFY COMMISSIONERS CERTIFICATION
This is to certify that the Board of County Commissioners, Weld County, Colorado, does hereby confirm and adopt
this Site Specific Development Plan and Use by Special Review and the Development Standards as shown and
described hereon this day of , 20
Chair, (Board of County Commissioners
AT
EST:
Weld County Clerk to the (Board
BY: Dated:
Deputy Clerk to the Board
Phone (608) 821-6IE00 8401 Greenway Blvd., Suite 400
Middleton, WI 53562
westwo ad ps.com
Westwood Professional Services, Inc.
PREPARED FOR:
U
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a
b:
aniSitlif
i'
d i rate
100 N 6th St.. #410b
Minneapolis, MN, 55403
REVISIONS:
# GATE COMMENT
A 02/18/22 Use 8y Special Review Site Plan
B 02/25/22 Use 8y Special Review Site Plan
USS Picaddly
Solar LLC
Weld County, Colorado
Cover
CONCEPTUAL
NOT FOR CONSTRUCTION
DATE:
SHEET:
02/25/2022
T.1 0
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SEE
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AND
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12'
ACCESS
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CONCRETE
REVEAL
REQUIREMENTS
SEE ELECTRICAL
AND
STRUCTURAL PLANS
NOTE
NO
1.
SEE
REQUIRED.
ES:
STRUCTURAL
PLANS
FOR
FOUNDATION SUB BADE
PREPARATION
AND FROST PROTECTION, IF
1. CONTRACTOR SHALL
ACCESS ROADS ARE
OTHERWISE NOTED
SHOULDERS REMAIN
CONSTRUCT
CONSTRUCTED
ON
WELL
PLANS/
DRAINED
CROSS
ON
TO ENSURE
-SLOPE
A SIDE
AT ALL
THAT
TIMES.
SLOPE/
ROAD
ROADS
SECTION
AND
AND
WHERE
WHERE
2. SEE ELECTRICAL
3. SEE ELECTRICAL
4. FINAL TOP
FINISHED
AWAY FROM
GRADE
OF
EQUIPMENT
CONCRETE
PLANS
PLANS
CONTRACTOR
FOR
FOR
PAD
PAD.
CONDUIT
EQUIPMENT
ELEVATION
SHALL
INSTALLATION
LOCATIONS
ENSURE
SHALL
BE
FINISHED
AND
ON
AT LEAST
THE
BACKFILL
GRADE
PACE.
2"
ABOVE
PROVIDES
REQUIREMENTS.
THE SURROUNDING
POSITIVE
DRAINAGE
FINAL
Westwood
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ACCESS
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\T
ES:
_
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SPECIFICATIONS IFICATIONS FOR MAX. SPACING
NOTES:
1. FENCE
fir STRUCTURAL
AND GATE
DESIGN
TYPE TO BE APPROVED BY
TO BE PROVIDED BY
FENCE
OWNER
PRIOR TO CONSTRUCTION
SUPPLIER
-
-
1.
2.
3
4
5.
FENCE
STRUCTURAL
DIRT
MANUFACTURER/SUPPLIER
A KNOX
DEPARTM
SEE
AND GATE TYPE TO BE APPROVED
DESIGN TO RE PROVIDED
EN 9ONS AND INFORMATION
PAD LOCK WILL BE PLACE
ENT ACCESS.
NOTES IN DETAIL FNO1 ON THIS
BY OWNER PRIOR TO CONSTRUCTION
BY FENCE SUPPLIER
SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION
ON CHAINED GATES OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED
SHEET,
TO BE PROVIDED BY
AT THE MAIN ENTRANCE FOR FIRE
3.
DIMENSIONS
AND I
NFORII�IATION
SHOWN ABOVE ARE FOR REFERENCE ONLY, ACTUAL D�I
IIIENSI�!NS AND INFORMATION TO BE PROVIDED� BY MANUFACTURER/SUPPLIER
od
TYPICAL LIVESTOCK
FENCE
VEHICLE
GATE
[DETAILNO4
(NOT TO SCALE
d
TYPICAL LIVESTOCK FENCE DETAIL
NO3
(NOT TO SCALE
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Phone (608) 821-6600 8401 Greenway Blvd., Suite 400
Middleton, WI 53562
westwo ad ps. com
Westwood Professional Services, Inc.
PREPARED FOR:
ti
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LI
alri{
100 N 6th St.. #410b
Minneapolis, SIN, 55403
REVISIONS:
# GATE COMMENT
A 02/18/22 Use By Special Review Site Plan
B 02/25/22 Use By Special Review Site Plan
USS Picadilly
Solar LLC
Weld County, Colorado
Construction Details
CONCEPTUAL
NOT FOR CONSTRUCTION
DATE:
SHEET:
02/25/2022
C.400
SET ROCK ENITRANI
PAVED ROAD
SEE SHEET 0.300
45' RADIUS (TYR)
MIRAFI HP270 GEOTETILE OR
APPROVED EQUAL (AS NEEDED)
NOTES:
ROCK CONSTRUCTION ENTRANCE SHOULD CONTAIN MAXIMUM SIDE SLOPES OF 4:1.
ROCK ENTRANCE SHOULD BE INSPECTED AND MAINTAINED REGULARLY, ROCK
ENTRANCE LENGTH MAY DEED TO BE EXTENDED IN CLAY SOILS.
A
*AN APPROVED ALTERNATE MAY BE USED*
*USE AS NEEDED*
EARTH BERM
MU LTCH SEED
VARIES
ROCK ACCESS f
CONCRETE /
WASHOUT SIGN
SILT FENCE
NOTE:
CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT
CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL,
IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAW LINER.
WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.
1.5' MIN —
Westwood
i
SECTION A -A
SILT FENCE
CONCRETE WASHOUT AREA
IMPERMEA L INER
GD08
B6" WIDE FILTER FABRIC
5' M I N
STEEL/WOOD
T- POST
i,f��ff�
STANDARD DETAIL
\h
TRENCH WITH NATIVE BACKFILL
p1/4)L..
c i\c
Pc,
5' STEEL
T- POST
FLOW
PONDING HEIGHT
FILTER. FABRIC, ATTACH
SECURELY TO UPSTREAM
SIDE OF POST WITH
B-S0Ib TENSILE STRENGTH
PLASTIC ZIP -TIES PER
POST WITHIN TOP 8" OF
FABRIC
8"
'4"
FABRIC SLICED INTO SOIL
WITH COMPACTED
BACKFI LL
RUNOFF
NOTES:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOTE SEDIMENT
WHEN ACCUMULATED TO 1/3 THE HEIGHT OF THE FABRIC OR MORE,
. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT
CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED,.
3., SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING
EFFICIENCY.
4.. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF
THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT".
Westwood
i
SILT FENCE
GDO3
SPACING FOR STAPLES
SLOPE RATIO
21 (H V)
2:1 - 1:1
�V
MIN. 4"
OVERLAP
TYPICAL SLOPE f
SOIL STABILIZATION
ISOMETRIC VI E
STAPLES/YARD
1.2 STAPLES
1.7 STAPLES
ebt
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-
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it I
TAMP DIRT
OVER MAT/
N\. BLANKET
GENERAL
STAPLE
PATTERN
f�
c•Olcpcki\BC0\10t11-1
x'itt
LION -WOVEN GEOTEXTI LE
FILTER FABRIC UNDER
TYPICAL TREATMENT
WET SLOPE LINING
NOTES.
1. REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION REQUIREMENTS.
2. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.
3. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.
4. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.
5. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH
THE SOIL.
6. DO NOT STRETCH.
7. BLANKET TYPE AND WEIGHT MUST BE CHOOSEN BASED ON SITE CONDITIONS AND
MANUFACTURERS RECOMMENDATIONS,
B. STAPLE LENGTHS SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS.
Westwood
i
TEMPORARY EROSION BLANKETS
TURF REINFORCEMENT MATS FOR SLOPES
i
D21
NOTES:
1. FIBER ROLLS SHALL BE INSTALLED PRIOR TO UPSLOPE DISTURBANCE ;ACTIVITIES
COMMENCE.
2, FIBER ROLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE RICE STRAW, FLAX,
OR A SIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT TUBULAR ROLL BY NETTING.
USE A 6" OR 12" DIA. ROLL.
3, TRENCHES SHALL BE CREATED ALONG THE SLOPE OF THE PERIMETER. THE TRENCH DEPTH
SHOULD BE 1/4 TO 1/3 OF THE THICKNESS OF THE ROLL, AND THE WIDTH DTH SHOULD EQUAL
THE ROLL DIAMETER, IN ORDER TO PROVIDE AREA TO BACKFILL THE TRENCH,
4. STAKE FIRER ROLLS INTO THE TRENCH. DRIVE STAKES AT THE END OF EACH FIBER ROLL
AND SPACED 4 FEET MAXIMUM ON CENTER. USE WOOD STAKES WITH NOMINAL
CLASSIFICATION OF 0.75 IN BY 0,75 IN. AND A MINIMUM LENGTH OF 24 IN.
S. ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, AND PARALLEL TO
THE SLOPE CONTOUR,
6. TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM !GOING
AROUND THE ROLL. THE UPSLOPE POINT SHOULD BE A MINIMUM " HIGHER IN ELEVATION
THAN THE LOW POINT.
7. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED
A MINIMUM OF 6 INCHES, NOT ABUTTED.
8, FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A TEMPORARY APPLICATION
ONLY AND SHOULD BE REMOVED FOLLOWING STABILIZATION, FIRER ROLLS USED IN A
(PERMANENT APPLICATION SHALL BE ENCASED WITH A BIODEGRADABLE MATERIAL AND
MAY BE LEFT IN.
9, TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN UP GRADIENT AREAS ARE
STABILIZED PER GENERAL PERMIT REQUIREMENTS, AND/OR POLLUTANT SOURCES NO
LONGER PRESENT A HAZARD, BUT, THEY SHOULD ALSO BE REMOVED BEFORE VEGETATION
BECOMES TOO MATURE SO THAT THE REMOVAL PROCESS DOES NOT DISTURB MORE SOIL
AND VEGETATION THAN IS NECESSARY
10,FIBER ROLLS MUST RE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS
FOR THE ASSOCIATED PROJECT TYPE AND RISK LEVEL, IT IS RECOMMENDED THAT AT A
MINIMUM, THE BMPS BE INSPECTED WEEKLY, PRIOR TO FORECASTED RAIN EVENTS, DAILY
DURING EXTENDED RAIN EVENTS, AND AFTER THE CONCLUSION OF RAIN EVENTS.
11, REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS.
12, SEDIMENT THAT ACCUMULATES UPSLOPE OF THE BMP SHOULD BE PERIODICALLY
REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD RE REMOVED
WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD THE DESIGNATED SEDIMENT
STORAGE DEPTH
UNSLOPE DISTURBED
AREA/PROJECT SITE
"\/\///\
A N A ././\
WRAP ENDS UPSLOPE TO
CONTAIN RUNOFF FROM
CONSTRUCTION AREA
UNDISTURBED AREA
13. RILLS OR GULLIES MAY BEGIN TO FOR
THE FABER ROLLS. THESE RILLS OR GULLI
DRIVEN WOODEN
STAKES TO BE
PERPENDICULAR
TO $URF -CE.. _
FLOW
•
is:
F..
OVERLAP ROLLS
A MINIMUM 5"
M FOLLOWING MAJOR STORM EVENTS WHERE RUNOFF HAS OVERTOPPED
ES SHOULD BE PROMPTLY REPAIRED.
Westwood
i
TYPICAL FIBER ROLLS FOR PERIMETER CONTROL
NOT TO SCALE
GD42
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Westwood
PANEL AT 60 DEGREE TILT
STEEL POST
FINISHED GRADE
EAST OR WEST - TYPICAL TRACKER ELEVATION
(NOT TO SCALE
TRK01
12.0' AT MAX. T
\<\\\•\\\\\\\\\•\\\\//\\\\\\ / •
{60 DEGREES MAX TILT ANGLE}
Westwood
N\'\\\\\\\N\'\\\\\\\N\'\\
(0 DEGREES)
\<\\\I\\\\\\I\\\I\\\\\\\//\\\/
(45-60 DEGREES MAX TILT ANGLE)
TYPICAL SOLAR TRACKER PROFILE VIEWS
(NOT TO SCALE)
TRK01
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Phone (608) 821-6600 8401 Greenwaiy Blvd., Suite 400
Middleton, WI 53562
westwo ad ps.corrm
Westwood Professional Services, Inc.
PREPARED FOR:
1.1
8. �.
orw 6.
AP. 2,41
100 N 6th St.. #410b
Minneapolis, MN, 55403
REVISIONS:
# GATE COMMENT
A 02/18/22 Use By Special Review Site Plan
B 02/25/22 Use By Special Review Site Plan
USS Picaddly
Solar LLC
Weld County, Colorado
Construction Details
CONCEPTUAL
NOT FOR CONSTRUCTION
DATE:
SHEET:
02/25/2022
C.401
SILT FENCE OR OTHER
APPROVED PERIMETER
CONTROL
I
III
III
MAXIMUM
2
III -III-I I I� I I I I I I� I I I� I I I I -I I I� II
- 1=III=III=III=III=III=
=11-1 I I-1 I = -
SOIL THAT IS STOCKPILED ONSITE SHALL BE ENCLOSED WITH SILT
FENCE OR OTHER APPROVED PERIMETER CONTROL.
IF THE SOIL IS TO REMAIN EXPOSED FOR MORE THAN 7 DAYS, IT
SHALL BE HAND BROADCASTED AND MULCHED ACCORDING TO
THE PROJECT SWPPP.
SILT FENCE OR OTHER APPROVED
PERIMETER CONTROL
STOCKPILES SHALL BE LOCATED ONSITE
NOTES:
1. DETAIL PULLED FROM MANUAL FOR EROSION AND SEDIMENT CONTROL IN
GEORGIA BY GEORGIA SOIL AND WATER CONSERVATION COMMISSION.
Westwood
III III II
- I -
TYPICAL SOIL STOCKPILE PROTECTION
(NOT TO SCALE)
SSO1
1' MIN COVER ABOVE
CULVERT
MATCH INTO EXISTING
GRADE 4:1 MAX SLOPE
EXISTING
GROUND
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III I I-T� I I- I _-__- I I� 11=1 I I� I I-�=1 I I� I' I I� I I� 11=1 I'� I I� I I -III- 1= 11=1 I I -I I 11=1 I I I I -I I'�I I_I� 11=1 I I -LI I=�11=1 I I I I I I� I I -III I I �= I I -III I I ICI == lI L_
_ II EMEM H II�IIMII�IIIF III II _ - - - _ -
- - - _=�=1I f=1I I -II 1=1I =1f i=1I I-Iti t=I I �-III-ifi=1I =1I 1=1I 1=1I f= -III-I ti t=L=�j I -II 1= ILI=�[I f=1I I -II 1=�1=TLI-I I� 1=1I 1=I-�-I 11=1LI=1 =1I 1=1I 1=1 -�I I=1I I I I =1I I I I_II I_I I _I _III -III -I I TI -I
III -I 11 I I -I 11 I =1I I -I ti t=� I I III I ti __ 1= I� I I- I= I H I I T= 11=III=ILI�LI=1 I I��III=I I � I-IEIHI I -I I FTH1� 11=lllHT=1 11=I I NETT -I I H I rILI=11� 11=11=1 -f1 ---J I HI 11=1 I� I X11=1 T�
�TI�IHI�I�TIJII�I1=1T�n' II-II�T� I I LT L �-
Iii=�Tf- I I I� i i� i -iTI-I I h i i-iTf-i -iii-iii-iff=1 I I-iii-i i -i i =� i I-iii-�-i i �-Iii-iii-i i -I i �-iii-iii-�-Iii-iii-iii-� i i-iii-iii-iii-Iii--i--i � ii-iii=iii iii -iii-
--.
12' ACCESS DRIVE
Westwood
i
MATCH INTO EXISTING GRADE
4:1 MAX SLOPE
EXISTING
GROUND
Fifii-LHTTHifii= II=
I I I=I II- -L
1=11 =11I-III-III=1 -II I-
i IHI INIIT1- I1
DRAINAGE STRUCTURES LOCATED AT SITE
ENTRANCE. SEE PLAN SHEET 0.200
INSTALL CULVERT TO MATCH EXISTING DITCH SLOPE, SET INVERT 6"
BELOW DITCH BOTTOM
TYPICAL CULVERT SECTION VIEW
GDO1
Phone (608) 821-6600 8401 Greenway Blvd., Suite 400
Middleton, WI 53562
westwo od ps.co m
Westwood Professional Services, Inc.
PREPARE[ FOR;
U
Sty,
w�
.r
a
100 N 6th St. #410b
Minneapolis, MN, 55403
REVISIONS:
# DATE COMMENT
A 02/18/22 Use By Special Review Site Plan
B 02/25/22 Use By Special Review Site Plan
USS Picaddly
Solar LLC
Weld County, Colorado
Construction Details
CONCEPTUAL
NOT FOR CONSTRUCTION
DATE:
SHEET:
02/25/2022
C.402
iillestvvooe
DEVELOPMENT STANDARDS
1. A Site Specific Development Plan and Use by Special Review, USR21-OOO7, for a Medium Scale
Solar Facility outside of subdivisions and historic townsites in the A (Agricultural) Zone District subject
to the Development Standards stated hereon. epartment of Planning Services)
2. Approval of this plan may create a vested property right pursuant to Section 23-8-10 of the Weld
County Code. (Department of Planning Services)
3. The facility is unmanned and will operate 24 hours per day, year round, according to the application
materials. (Department of Planning Services)
4. The site shall be maintained in accordance with the accepted Property Maintenance Plan and
accepted Decommissioning and Rec
amation Plan. (epartment of Planning Services)
5. No outdoor storage of any materials and equipment including, but not limited to, solar panels and
support structures not in operation will be allowed. (Department of Planning Services)
6. No equipment associated with the solar facility shall be located within thirty (30) feet of the boundary
of adjacent properties, irrigation ditches and/or rights -of -way. (Department of Planning Services)
7. The existing and proposed fencing shall be maintained. (Department of Planning Services)
8. All signs shall adhere to Section 23-2-240.A.12, Chapter 23, Article IV, Division 2 and Appendices
23-C, 23-D and 23-E of the Weld County Code. (Department of Planning Services)
9. Sources of light shall 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 in
accordance with the plan. Neither the direct, nor reflected, light from any light source may create a
traffic hazard to operators of motor vehicles on public or private streets. No colored lights may be
used which may be confused with, or construed as, traffic control devices. (Department of Planning
Services)
10. The property owner or operator shall provide written evidence of an approved Emergency Action and
Safety Plan on or before March 15th of any given year signed by representatives of the Fire
Department and the Weld County Office of Emergency Management to the Department of Planning
Services. (Office of Emergency Management)
11. A Flood Hazard Development Permit is required for all construction or development occurring in the
floodplain or floodway as delineated on Federal Emergency Management Agency (FEMA) FIRM
Community Panel Map #08123C -1535E effective date January 20, 2016 (Sand Creek Floodplain).
Any development shall comply with all applicable Weld County requirements, Colorado Water
Conservation Board requirements as described in Rules and Regulations for Regulatory Floodplains
in Colorado, and FEMA regulations and requirements as described in 44 CFR parts 59, 60, and 65.
The FEMA definition of development is any man-made change to improved or unimproved real
estate, including but not limited to buildings or other structures, mining, dredging, filling, grading,
paving, excavation, drilling operations, or storage of equipment and materials. (Department of
Planning Services - Floodplain)
12. FEMA's floodplain boundaries may be updated at any time by FEMA. Prior to the start of any
development activities, the owner should contact Weld County to determine if the floodplain
boundaries have been modified. epartment of Planning Services - Floodplain)
13. During construction, all liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and
Facilities Act, 30-20-100.5, C.R.S.) shall be stored and removed for final disposal in a manner that
protects against surface and groundwater contamination. (Department of Public Health and
Environment)
14. During construction, no permanent disposal of wastes shall be permitted at this site. This is not
meant to include those wastes specifically excluded from the definition of a solid waste in the Solid
Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S. (Department of Public Health and
Environment)
15. During construction, waste materials shall be handled, stored, and disposed in a manner that controls
fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions.
The facility shall operate in accordance with Chapter 14, Article 1 of the Weld County Code.
(Department of Public Health and Environment)
16. During construction, adequate toilet facilities and handwashing units shall be provided. Portable
toilets shall be serviced by a cleaner licensed in Weld County, contain hand sanitizers, be screened
from public view and removed when construction is completed. (Department of Public Health and
Environment)
17. Fugitive dust and fugitive particulate emissions shall be controlled throughout the duration of
construction of the facility. (Department of Public Health and Environment)
18. The operation shall comply with all applicable rules and regulations of State a
and the Weld County Code. (Department of Public Health and Environment)
nd Federal agencies
19. The property owner or operator shall be responsible for controlling noxious weeds on the site,
pursuant to Chapter 15, Article I and II, of the Weld County Code. (Department of Public Works)
20. The access to the site shall be maintained to mitigate any impacts to the public road, including
damages and/or off -site tracking. (Department of Public Works)
21. Weld County will not replace overlapping easements located within existing right-of-way or pay to
relocate existing utilities within the existing County right-of-way. (Department of Public Works)
22. There shall be no parking or staging of vehicles on public roads. On -site parking shall be utilized.
(Department of Public Works)
23. The historical flow patterns and runoff amounts on the site will be maintained.
Works)
epartment of Public
24. Weld County is not responsible for the maintenance of on -site drainage related features. (Department
of Public Works)
25. Building permits shall be required for any new construction or setup of a manufactured structure
(buildings and/or structures) per Section 29-3-10 of the Weld County Code. A building permit
application must be completed and submitted. Buildings and structures shall conform to the
requirements of Chapter 29 of the Weld County Code, and the adopted codes at the time of permit
application. Currently, the following have been adopted by Weld County: 2018 International Building
Codes; 2018 International Energy Code; 2020 National Electrical Code. (Department of Building
Inspection)
26. The property owner or operator shall be responsible for complying with the Design and Operation
Standards of Chapter 23 of the Weld County Code. (Department of Planning Services)
27. Necessary personnel from the Weld County Departments of Planning Services, Public Works, and
Public Health and Environment shall be granted access onto the property at any reasonable time in
order to ensure the activities carried out on the property comply with the Conditions of Approval and
Development Standards stated herein and all applicable Weld County regulations.
28. The Use by Special Review area shall be limited to the plans shown hereon and governed by the
foregoing standards and all applicable Weld County regulations. Substantial changes from the plans
or Development Standards, as shown or stated, shall require the approval of an amendment of the
Permit by the Weld County Board of County Commissioners before such changes from the plans or
evelopment Standards are permitted. Any other changes shall be filed in the office of the
epartment of Planning Services.
29. The property owner or operator shall be, responsible for complying with all of the foregoing
Development Standards. Noncompliance with any of the foregoing Development Standards may be
reason for revocation of the Permit by the Board of County Commissioners.
30. Chapter 23, Article II, Section 23-2-290.A. states: "Construction or use pursuant to approval of a Use
by Special Review Permit shall be commenced within three (3) years from the date of approval,
unless otherwise specified by the Board of County Commissioners when issuing the original Permit,
or the Permit shall be vacated. The Director of Planning Services may grant an extension of time, for
good cause shown, upon a written request by the landowner."
31. Chapter 23, Article II, Section 23-2-290.B. states: "A Use by Special Review shall terminate when the
use is discontinued for a period of three (3) consecutive years, the use of the land changes or the
time period established by the Board of County Commissioners through the approval process
expires. The landowner may notify the Department of Planning Services of a termination of the use,
or Planning Services staff may observe that the use has been terminated. When either the
Department of Planning Services is notified by the landowner, or when the Department of Planning
Services observes that the use may have been terminated, the Planner shall send certified written
notice to the landowner asking that the landowner request to vacate the Use by Special Review
Permit."
32. Chapter 23, Article II, Section 23-2-290.D states: "In such cases where the Use by Special Review
has terminated but the landowner does not agree to request to vacate the Use by Special Review
Permit, a hearing shall be scheduled with the Board of County Commissioners to provide the
landowner an opportunity to request that the Use by Special Review Permit not be vacated, for good
cause shown. The landowner shall be notified at least ten (10) days prior to the hearing. If the Board
of County Commissioners determines that the Use by Special Review has terminated and no good
cause has been shown for continuing the permit, then the termination becomes final and the Use by
Special Review Permit is vacated."
33. RIGHT TO EXTRACT MINERAL RESOURCES, STATEMENT: Weld County has some of the most
abundant mineral resources, including, but not limited to, sand and gravel, oil, natural gas, and
coal. Under title 34 of the Colorado Revised Statutes, minerals are vital resources because' (a) the
state's commercial mineral deposits are essential to the state's economy; (b) the populous counties
of the state face a critical shortage of such deposits; and (c) such deposits should be extracted
according to a rational plan, calculated to avoid waste of such deposits and cause the least
practicable disruption of the ecology and quality of life of the citizens of the populous counties of the
state.
Mineral resource locations. are widespread throughout the County and people moving into these
areas must recognize the various impacts associated with this development. Often times, mineral
resource sites are fixed to their geographical and geophysical locations. Moreover, these resources
are protected property rights and mineral owners should be afforded the opportunity to extract the
mineral resource.
34. WELD COUNTY'S RIGHT TO FARM STATEMENT: Weld County is one of the most productive
agricultural counties in the United States, typically ranking in the top ten counties in the country in
total market value of agricultural products sold. The rural areas of Weld County may be open and
spacious, but they are intensively used for agriculture. Persons moving into a rural area must
recognize and accept there are drawbacks, including conflicts with long-standing agricultural
practices and a lower level of services than in town. Along with the drawbacks come the incentives
which attract urban dwellers to relocate to rural areas: open views, spaciousness, wildlife, lack of city
noise and congestion, and the rural atmosphere and way of life. Without neighboring farms, those
features which attract urban dwellers to rural Weld County would quickly be gone forever.
Agricultural users of the land should not be expected to change their long-established agricultural
practices t4 accommodate the intrusions! of urban users into a rural area. Well -run agricultural
activities will generate off -site impacts, including noise from tractors and equipment; slow -moving
farm vehicles on rural roads; dust from animal pens, field work, harvest and gravel roads; odor from
animal confinement, silage and manure; smoke from ditch burning; flies and mosquitoes, hunting and
trapping activities; shooting sports, legal hazing of nuisance wildlife; and the use of pesticides and
fertilizers in the fields, including the use of aerial spraying. It is common practice for agricultural
producers to utilize an accumulation of agricultural machinery and supplies to assist in their
agricultural operations. A concentration of miscellaneous agricultural materials often produces a
visual disparity between rural and urban areas of the County. Section 35-3.5-102, C.R.S., provides
that an agricultural operation shall not be found to be a public or private nuisance if the agricultural
operation alleged to be a nuisance employs methods or practices that are commonly or reasonably
associated with agricultural production.
Water has been, and continues to be, the lifeline for the agricultural community. It is unrealistic to
assume that ditches and reservoirs may simply be moved "out of the way" of residential
development. When moving to the County, property owners and residents must realize they cannot
take water from irrigation ditches, lakes, or other structures, unless they have an adjudicated right to
the water.
Weld County covers a land area of approximately four thousand (4,000) square miles in size (twice
the size of the State of Delaware) with more than three thousand seven hundred (3,700) miles of
state and County roads outside of municipalities. The sheer magnitude of the area to be served
stretches available resources. Law enforcement is based on responses to complaints more than on
patrols of the County, and the distances which must be traveled may delay all emergency responses,
including law enforcement, ambulance, and fire. Fire protection is usually provided by volunteers who
must leave their jobs and families to respond to emergencies. County gravel roads, no matter how
often they are bladed, will not provide the same kind of surface expected from a paved road. Snow
removal priorities mean that roads from subdivisions to arterials may not be cleared for several days
after a major snowstorm. Services in rural areas, in many cases, will not be equivalent to municipal
services. Rural dwellers must, by necessity, be more self-sufficient than urban dwellers,.
People are exposed to different hazards in the County than in an urban or suburban setting. Farm
equipment and oil field equipment, ponds and irrigation ditches, electrical power for pumps and
center pivot operations, high speed traffic, sandburs, puncture vines, territorial farm dogs and
livestock, and open burning present real threats. Controlling children's activities is important, not only
for their safety, but also for the protection of the farmer's livelihood.
Phone (608) 821-6600 8401 Greenway Blvd., Suite 400
Middleton, WI 53562
westwo ad ps. com
Westwood Professional Services, Inc.
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REVISIONS:
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