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Home My WebLink About20221554.tiffiillestvvood 2718/2022 9:51 AM Samantha Maue N:\0031001,05\_CIS D\_Permit\0031001.05-O/-01.dvvc Cade SO ata CI County,Co °roach) UseSpecfa REGIONAL MAP WYOMING GRAND JUNCTION ARIZONA FORT s SIT COLLINS COLORADO SPRINGS NEW MEXICO Sheet List Table Sheet Number Sheet Title T.100 Cover C.100 Existing Conditions c.zaa PV Site Plan C.201 Site Hydrology C.400 Construction Details C.401 Construction Details C.402 Construction Details C.403 Construction Notes 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 , 20 Name of Property Owner Name of Property Owner NEBRASKA OKLAHOMA ReVew cote VICINITY MAP a 11 WINDSOR SITE 85 i I 'I, _7- 1 _L_LJL GREELEY 8 CONTACT INFORMATION COMPANY PHONE ADDRESS CONTACT PROJECT OWNER/DEVELOPER UNITED STATES SOLAR CORPORATION MICHELLE SIMMS 612-299-1213 100 N. 6TH ST., SUITE 410B MINNEAPOLIS, MN 55403 WESTWOOD PROJECT MANAGER VNESTWOOD PROFESSIONAL SERVICES, INC MITCHELL OTT 608-821-6603 X01 GREENWAY BLVD., SUITE 400 MIDDLETON, WI 53562 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 Special Review as shown and described hereon this day of a 20 Chair, Wed County Planning Commission DESIGN CRITERIA USE BY SPECIAL REVIEW PERMIT APPROVAL BY WELD COUNTY: TBD UNITED STATES ARMY CORPS OF ENGINEERS (USACE) DELINEATION APPROVAL: TBD WETLAND IMPACTS PERMITTED: NONE NPDES GENERAL CONSTRUCTION STORMWATER PERMIT IDENTIFICATION: TBD BOARD OF COUNTY 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 ATTEST: Weld County Clerk to the Board BY: Deputy Clerk to the Board Dated: Phone (608) 821-6600 8401 Greenway Blvd., Suite 400 Middleton, WI 53562 westwo od ps.co m Westwood Professional Services, Inc. PREPARED FOR: ti VIP■ P 1.4. '4.17111:". � , 6. r a b: d i' i i'.+. eifi 100 N 6th St. #410b Minneapolis, M N, 55403 REVISIONS: # DATE COMMENT A 02/18/22 Use By Special Review Site Plan USS Picaddly Solar LLC Weld County, Colorado Cover CONCEPTUAL NOT FOR CONSTRUCTION DATE: SH EET: 02/18/2022 T.10O 36" GRAVEL OR AS SHOWN WORK AREA ON L ELECTRICAL EQUIPMENT SEE ELECTRICAL PLANS ELECTRICAL PLANS I .� � 6' W L.L J J O W O W W W CONCRETE SLAB _zO cc SEE STRUCTURAL PLAINS WCD 2�� SLOPE SLOPE W EXTEND STONE 1 1 [ _ _ ----E IS T/ N I BASE TO EDGE OF .� 7. 1\12------ \� AGGREGATE DRIVE • _ _ _ _�R-OUND GROUND ----_-- L FINAL FINISHED SEE WORI�CING SHEET PAD �.�� I -� u � �i � GRADE ICESS 21. -I 6 L -u \ ACCESS \ s. DRIE �7 {J///\//*. O L9 SLOPE'�'S-VIN1 \\ \ \\/\ Lu 2% SLOPE /\/ /f \ �\ fff///J\ \/ I\/ JJ//\ /\yy{{/ J�/ f// I I Jff J Y I /f / /\ MIN. STONE BASE --------ROUND WITHIN WORK AREA INSTALL CONDUIT SEE STRUCTURAL PLANS FOR AND BACIKFI LL 12' ACCESS DRIVEWAY 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 ACROSS 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 GRACE PACE. 2' ABOVE PROVIDES REQUIREMENTS, THE SURROUNDING POSITIVE DRAINAGE FINAL Westwood I TYPICAL SOLAR ACCESS DRIVE RD01 d I TYPICAL ELECTRICAL EQUIPMENT - PROFILE ON CONCRETE VIEW SLAB I I NVO2 CROSS MEMBER BRACE POST CORNER, PULL TERMINAL POST OR IF REQUIRED G" DIA. MIN. (TYP.) 20 LINE POST .0' TUBE STEEL FRAM \\_,-sii GATE POST i LOCKABLE LATCH \ J z \i , _ WOVEN WIRE FABRIC Eci ' GALVANIZED IRE MESH - WELDED TO FRAME BRACE WIRE I �■�� r{ —I e ',— •, III III III III III III III I I III I III III III III III I I I III III I I I I I I I 1 I I I II I II I II I II III I I II I II I I I I II I II I II II ' I I I I' : -III -III, -I -III -III -III -III -III -III -III �� . _'III III III Ili III III III III III III III III ��- I II I II ��-III-ICI-ICI��-iii-III_ II II II I II II I IOW I I II ., ,;,III,;,IIIIIII-,�Il-iii .' L +: _ L i T ' �R: • _ �'=: �f CONCRETE FOUNDATION ''P=- � - I - � - - ►i - III - III = II r- — II II �� - III_ Hi HI III III - - - — — II ;.: � � � - _ ' H iii— —' � { ON ALL SATE POSTS �~' I I I ii L i-- I ii i III II iii i �— I— I I —I —I —I —III -I I — — — , GRADE _- __: , . it :.• �-:= =- : , , :.• ...: • t. +L 1, i a- : 1 .,.: • ,• • e o fr: ' N • _ '• .. � . -• - SEE FENCING COMPANY: NOTES: •.. _ SPECIFICATIONS IFI�CATIONS FOR MAX. SPACING NOTES: 1. FENCE 2. STRUCTURAL AND GATE TYPE DESIGN TO TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION BE PROVIDED BY FENCE SUPPLIER - - 1. 2. 3. 5. FENCE AND GATE STRUCTURAL DIMENSIONS MAN UFACTURER/SUPPLIER 4. A KNOX PAD DEPARTMENT SEE NOTES IN TYPE TO BE APPROVED DESIGN TO BE PROVIDED AND INFORMATION LOCK WILL BE PLACE ACCESS. DETAIL FNO1 ON THIS BY OWNER PRIOR BY FENCE SUPPLIER SHOWN ABOVE ARE FOR ON CHAINED GATES OR KNOX SHEET, TO CONSTRUCTION REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT TO BE PROVIDED BY THE MAIN ENTRANCE FOR FIRE 3. DIMENSIONS AND I NFORII'�IATION SHOWN ABOVE ARE FOR REFERENCE ONLY,. ACTUAL D�I IIIENSI�INS 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 iillestvvooe Phone (608) 821-6600 8401 Greenway Blvd., Suite 400 Middleton, WI 53562 westwo ad ps. corrm Westwood Professional Services, Inc. PREPARED FOR: ti t � i '� � -r orw 6. al.+,��{ 100 N 6th St.. #410b Minneapolis, SIN, 55403 REVISIONS: # GATE COMMENT A 02/1$/22 Use By Special Review Site Plan LESS Picadilly Solar LLC Weld County, Colorado Construction Details CONCEPTUAL NOT FOR CONSTRUCTION DATE: SHEET: 02/18/2022 C.400 SET ROCK ENITRANI PAVED ROAD SEE SHEET 0.300 45' RADIUS (TYP,) 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' IAN — Westwood i SECTION A -A SILT FENCE CONCRETE WASHOUT AREA IMPERMEABLE LINER GD08 B6" WIDE FILTER FABRIC 5' M I N STEEL/WOOD T- POST \ Yf >� %,f/ff� 4� \h � AS -el 1(PG ale CD C I 5' STEEL T- POST STANDARD DETAIL TRENCH WITH NATIVE BACKFILL 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" '41M 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 STAPLES/YARD 21 (H:V) > 1.2 STAPLES 2:1 - 1:1 1.7 STAPLES MIN. 4" OVERLAP TYPICAL SLOPE SOIL STABILIZATION ISOMETRIC 111 EW •'r \/ /. \ \\I TAMP DIRT OVER MAT/ \* BLANKET GENERAL STAPLE PATTERN f� �f* R CO1I� f, - pogiNit souRCt (D p1/4-tlif' NON -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 FIBER ROLLS SHALL BE INSTALLED PRIOR TO UPSLOPE DISTUR 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 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 MI IMUM " HIGHER IN ELEVAT 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. 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 ND 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, SERI MENT 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 A NOTES: 1. Westwood i N BA NCE ACTIVITIES IO UNSLOPE DISTURBED AREA/PROJECT SITE /\\////\ WRAP ENDS UPSLOPE TO CONTAIN RUNOFF FROM CONSTRUCTION AREA 13, RILLS OR GULLIES MAY BEGIN TO FOR THE FIBER ROLLS. THESE DILLS OR GULLI DRIVEN WOODEN STAKES TO BE PERPENDICULAR TO SURFACE.. ::; .: Flo ,K\ UNDISTURBED AREA OVERLAP ROLLS A MINIMUM 5" M FOLLOWING MAJOR STORM EVENTS WHERE RUNOFF HAS OVERTOPPED ES SHOULD BE PROMPTLY REPAIRED. TYPICAL FIBER ROLLS FOR PERIMETER CONTROL NOT TO SCALE GD42 1 (3L.) W c, _z z O w� LIEL- O rI- 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 iillestvvooe Phone (608) 821-6600 8401 Greenway Blvd., Suite 400 Middleton, WI 53562 westwo ad ps.corrm Westwood Professional Services, Inc. PREPARED FOR: 1.1 8 ""kit' k '� � orw 6. 100 N 6th St.. #410b Minneapolis, MN, 55403 REVISIONS: # DATE COMMENT A 02/1$/22 Use By Special Review Site Plan USS Picaddly Solar LLC Weld County, Colorado Construction Details CONCEPTUAL NOT FOR CONSTRUCTION DATE: SHEET: 02/18/2022 C.401 SILT FENCE OR OTHER APPROVED PERIMETER CONTROL MAXIMUM 2 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 TYPICAL SOIL STOCKPILE PROTECTION (NOT TO SCALE) SSO1 1' MIN COVER ABOVE CULVERT MATCH INTO EXISTING GRADE 4:1 MAX SLOPE EXISTING GROUND r _ ■ -■ r -r n- ��- �- � �� r �� - �� ii -111- III I1= �I� I JIM T_I�I II-TIJT=II�'�I-TIIHII-.'ATE' III=1 11=TIL=I I�f=1 11=1 ti t=T=TI 1=1 11=T=1TI =1 I I -I 11=1 I =1 f I -III -I ti t=I I�f-�-III-�I ti =1 I -III III-IT- � III I I=I Hl=ITT � 111TI inu mIImTi -Tri=i rLT J I H � II i i i�II IIrILi it l l � Westwood i 12' ACCESS DRIVE 111— n ( � � LLl i i i � �-I- ■■- �- � � ••. 11="11TI-1 I �I I i Ti�il� I I -ti i t=Tim T I-Iii=TGrae1 i H I FITS I Imo_ = 11=1 I I- I r.=J I H I I -I I m I_I� I IH II= I -.TE I I -I II ICI I C I -I t E I I�� I-LI_I�f- :I 11=1 ti 11= ILI= 1=1I 1= ILI=LIB=1 I I -I 11=IL1= I -III -I 11=1I1= I -I 11=�1I- - - 111= u21 - - _u=111 �1_ T� �_ III=11 � 11=1 lu J� �I� II HI! 1=1 I -I -I I I=I 11 - TI -I , �li�lli� I � I �LLI I iI III��i MATCH INTO EXISTING GRADE 4:1 MAX SLOPE EXISTING GROUND -III-111��11=III- -L III=11 =111—II1-1 i —II I- �1�11�.11�J1�II- r11 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 .:: r w� .. a :.. tie . . 100 N 6th St. #410b Minneapolis, MN, 55403 REVISIONS: # DATE COMMENT A 02/18/22 Use By Special Review Site Plan USS Picaddly Solar LLC Weld County, Colorado Construction Details CONCEPTUAL NOT FOR CONSTRUCTION DATE: SHEET: 02/18/2022 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. FENAA'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) Ci Cs 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 &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. P'REP'ARED FOR: U *.:, yze, .. 'a 'Y a1►.t{ S 100 N 6th St.. #410b Minneapolis, MN, 55403 REVISIONS: # DATE COMMENT A 02/1$/22 Use By Special Review Site Plan USS Frcade ly Solar LLC Weld County, Colorado Weld County Develo ment Standards CONCEPTUAL NOT FOR CONSTRUCTION DATE: SHEET: 02/18/2022 C.403 l Hello