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Home My WebLink About20233462.tiff MEMORANDUM TO: Diana Aungst, Planning Services FROM: Melissa J King, PE, Development Review DATE: June 30, 2023 1_ G U N r Y _ SUBJECT: USR23-0028 SEF Auburn (Matson) The proposal has been reviewed on behalf of the Weld County Department of Public Works and the Department of Planning and Zoning. Staff comments made during this phase of the application process may not be all-inclusive, as other issues may arise during the remaining application process. COMMENTS GENERAL PROJECT INFORMATION/LOCATION Project description:A Site-Specific Development Plan and Use by Special Review Permit for a Solar Energy Facility (SEF) outside of subdivisions and historic townsites in the A (Agricultural) Zone District. This project is south of and adjacent to CR 52 and is east of CR 43.5. Parcel number: 096135200001 Lot B RECX17-0143. Access is onto CR 52: AP17-00110 Agricultural and AP18-00367 Commercial. ACCESS Development Review has reviewed the application materials related to access. The parcel has two existing permitted access points onto CR 52 (AP17-00110 Agricultural and AP18-. 00367 Commercial). No additional access points are requested. Per Sec. 8-14-30, an Access Permit is required for access to Weld County maintained roadways. We strongly encourage you to discuss your access location with Development Review prior to laying out your site plan. All "preliminarily approved" accesses are subject to change during the access permitting process. Per Sec. 24-8-40, when feasible, there shall be no net increase in the number of accesses to a public road. Minimum access spacing widths are shown in Weld County Code Sec. 8-14-30. Please refer to Chapter 8 of the Weld County Code for more information regarding access. ROADS AND RIGHTS-OF-WAY This portion of CR 52 is a gravel road and is designated on the Weld County Functional Classification Map (Code Ordinance 2017-01) as a local road, which requires 60 feet of right-of-way. The applicant shall delineate and label on the site map the future and existing right-of-way (along with the documents creating the existing right-of-way) and the physical location of the road. If the right-of-way cannot be verified it shall be dedicated. Pursuant to the definition of setback in the Weld County Code, Sec. 23-1- 90, the required setback is measured from the future right-of-way line. Be aware that physical roadways may not be centered in the right-of-way. This road is maintained by Weld County. The western boundary of the parcel is along unmaintained right-of-way for CR 45. County Road 45 is a section line road. Section line right-of-way does not exist in all sections in Weld County and should be verified before a decision to utilize it is made. Weld County commonly refers to these locations as"Non-Maintained Section Line Right-of-Way."The existence of a physical road does not imply public right-of-way and the road may be located on private property. All right-of-way should be verified and physical roads located in relationship to the public right-of-way to ensure trespassing does not occur. The applicant shall verify the existing right-of-way and the documents creating the right-of-way and this information shall be noted on the site plan or plat. The applicant shall delineate on the site map or plat the existing right-of-way and physical location of existing or proposed roads. If the right-of-way cannot be verified it shall be dedicated or an adequate easement between property owners shall be provided. Pursuant to the definition of setback in the Weld County Code, Sec. 23-1-90, the required setback is measured from the future right-of-way line. Be aware the physical roadway(s) may not be centered in the right-of-way. This road is NOT maintained by Weld County. Per, Sec. 8-13-30.B, a Weld County Right-of-Way Use Permit is required for any project that will be occupying, constructing or excavating facilities within, and/or encroaching upon, any County rights-of-way or easement. Right-of-Way Use Permit instructions and application can be found at https://www.weldgov.com/departments/publicworks/permits/. Weld County will not replace overlapping easements located within existing right-of-way or pay to relocate existing utilities within the County right-of-way. TRAFFIC A recent traffic count (2020) for this portion of CR 52 counted 206 vehicles per day with 19% trucks. Traffic information submitted with the application materials indicates that construction traffic will be 20 roundtrips per day of which 4 may be heavy duty trucks and that the operation traffic would be 3 passenger vehicle roundtrips per quarter. No additional traffic information is needed. TRACKING CONTROL Tracking control is required to prevent tracking from the site onto public roadways. For access to paved roads, tracking control devices can be double cattle guards with 100 ft. of asphalt or 300 ft of asphalt. For access to gravel roads, tracking control devices must be either double cattle guards with 100 ft. of road base, or road base on all driving surfaces. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. Recycled concrete is not allowed in County right-of-way. Tracking control for unmaintained public right-of-way is required just prior to entering publicly maintained roadways. A variance request for alternatives to the tracking control requirement can be submitted to Development Review for review and consideration. This site requires approved tracking control during construction. ROAD MAINTENANCE AGREEMENT (Construction) Development Review is requesting a Road Maintenance Agreement for Construction including, but not limited to, dust control and damage repair to specified haul routes. Improvements/Road Maintenance Agreement: An example agreement is available at: https://www.weldgov.com/Government/Departments/Planning-and-Zoning/Development-Review . It will detail the approved haul routes and include a maintenance agreement for the haul routes. DRAINAGE REQUIREMENTS This area IS within an Urbanizing Drainage Area: Urbanizing Drainage Areas typically require detention of runoff from the 1-hour, 100-year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1-hour, 5-year storm falling on the undeveloped site for URBANIZING areas. The applicant has submitted a drainage report identifying all the site soils as NRCS hydrologic soil group A. Per Sec 23-4-1030.B.1, the site qualifies for a stormwater detention exception. No additional drainage information is needed. Historic Flows: The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the property. CONDITIONS OF APPROVAL A. A Road Maintenance Agreement (Construction) is required at this location. Road maintenance includes, but is not limited to, dust control and damage repair to specified haul routes during construction. (Development Review) B. The USR map shall be amended to delineate the following: 1. CR 52 is a gravel road and is designated on the Weld County Functional Classification Map as a local road which requires 60 feet of right-of-way at full buildout. The applicant shall delineate and label on the site map the future and existing right-of-way (along with the documents creating the existing right-of-way) and the physical location of the road. All setbacks shall be measured from the edge of right-of-way. This road is maintained by Weld County. (Development Review) 2. County Road 45 Section Line is shown to have 60 feet of unmaintained section line right-of-way per the Weld County GIS right-of-way map. The applicant shall delineate the existing right-of-way on the site plan. Show and label the section line Right-of-Way as "CR 45 Section Line Right-Of- Way, not County maintained." All setbacks shall be measured from the edge of right-of-way. (Development Review) 3. Show and label the permitted access point onto CR 52 and the usage types (Agriculture, Residential, Commercial/Industrial, or Oil and Gas). Development Review will review the access location as a part of the plan submittal. (Development Review) 4. Show and label the drainage flow arrows. (Development Review) GRADING PERMIT A Weld County Grading Permit will be required if disturbing more than 1 acre. Grading Permit applications are accepted after the planning process is complete (plan recorded). An Early Release Request Form may be entertained only after the applicant, Planning Department has reviewed the referral and surrounding property owner comments. The Early Release Request may or may not be granted depending on referral comments and surrounding property owner concerns. Contact an Engineering representative from the Development Review for more information. A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre. Contact: Colorado Department of Public Health and Environment, Water Quality Control Division, 303-692-3575. Prior to Construction: A. The approved tracking control shall be constructed prior to on-site construction. (Development Review) B. If more than one (1) acre is to be disturbed, a Weld County Grading Permit will be required. (Development Review) DEVELOPMENT STANDARDS (NOTES ON THE SITE PLAN) 1. 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. (Development Review) 2. The access to the site shall be maintained to mitigate any impacts to the public road, including damages and/or off-site tracking. (Development Review) 3. Any work that may occupy and or encroach upon any County rights-of-way or easement shall acquire an approved Right-of-Way Use Permit prior to commencement. (Development Review) 4. The Property Owner shall comply with all requirements provided in the executed Road Maintenance Agreement. (Development Review) 5. The historical flow patterns and runoff amounts on the site will be maintained. (Development Review) Weld GOUNTy Department of Public Health and Environment Memorandum To: Diana Aungst From: Lauren Light, Environmental Health Services Date: July 5, 2023 Re: USR23-0028 Applicant: Leslie Matson Environmental Health Services has reviewed this Site-Specific Development Plan and Use by Special Review Permit for a Solar Energy Facility outside of subdivisions and historic townsites in the A (Agricultural) Zone District. As no employees will be located at the site, permanent water and sewer is not required. Screened portable toilets, hand washing units and bottled water can be utilized during construction. Environmental Health Services recommends the following requirements are incorporated into the permit as development standards: 1. 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. 2. 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. 3. 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. 4. Fugitive dust and fugitive particulate emissions shall be controlled throughout the duration of construction and operation of the facility. KeA,n o°v 1555 N. 17th Avenue s3 'M paa Greeley, CO 80631 �►��,f,,� � e Phone: (970) 304-6410 �oN weldhealth.org Public Health Weld GOUNTy Department of Public Health and Environment 5. 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. 6. The facility shall comply with the Air Pollution Emission Notice (A.P.E.N.) permit requirements as stipulated by the Air Pollution Control Division, Colorado Department of Public Health and Environment, as applicable. 7. The facility shall adhere to the maximum permissible noise levels allowed in the Residential Zone as delineated in 25-12-103 C.R.S. 8. The operation shall comply with all applicable rules and regulations of State and Federal agencies and the Weld County Code. KeA,n o°v 1555 N. 17th Avenue s3 'M paa Greeley, CO 80631 �►��,f,,� � Phone: (970) 304-6410 coN weldhealth.org Public Health ,Hq ^r' Submit by Email Air Weld County Referral ti June 26, 2023 The Weld County Department of Planning Services has received the following item for review: Applicant: LESLIE MATSON Case Number: USR23-0028 Please Reply By: July 24, 2023 Planner: Diana Aungst Project: A Site Specific Development Plan and Use by Special Review Permit for a Solar Energy Facility (SEF) outside of subdivisions and historic townsites in the A(Agricultural)Zone District. Parcel Number: 096135200001-R8952591 Legal: LOT B RECX17-0143, BEING PT NW4 SECTION 35, T5N, R65W of the 6th P.M.,Weld County, Colorado. Location: South of and adjacent to CR 52 and East of and adjacent to CR 45 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. rl We have reviewed the request and find that it does/does not comply with our Comprehensive Plan because: 17 We have reviewed the request and find no conflicts with our interests. ri See attached letter. Signature52, Date June 29, 2023 v Agency Weld County OGED Weld County Planning Dept. PO Box 758, Greeley, CO 80632 Tel:(970)-400-6100 Fax:(970)-304-6498 Weld County Oil&Gas Energy Department Referral CommentsY r Referring Agency: Weld County Department of Planning Services Reference Number: USR23-0028 Associated Parcel: 096135200001 OGED Reviewer: Stephanie Frederick Review Date: 6/29/2023 The Staff of the Weld County Oil and Gas Energy Department (OGED) appreciates the opportunity to comment on the captioned planning case. Staff has completed review of the proposal and have no conflicts with the proposed activity.We have included additional comments below: 1. There are no active or proposed 1041 WOGLA Permits on the associated parcel. There are several oil and gas well sites in the area surrounding the parcel. 2. The parcel includes one(1) active oil and gas well, listed in Table 1 below. OGED requests that the Applicant coordinate operations in proximity to existing wells and production facilities with the operator(s) of the well. API Operator Well Title Well Status 05-123-21916 Noble Energy, Inc Bunting 18-35 TA 3. The parcel includes two (2) plugged and abandoned (PA) wells listed in Table 2 below. Additional information regarding these plugged and abandoned wells is available from the Colorado Oil and Gas Conservation Commission (COGCC). OGED recommends that the Applicant review this information and contact the responsible operator regarding well infrastructure that may have been abandoned in place prior to conducting operations in proximity to the wells. API Operator Well Title Well Status 05-123-13243 Noble Energy, Inc Bunting 5-35 PA 05-123-13552 Noble Energy, Inc Bunting 4-35 PA 4. The USR lands may include additional oil and gas related infrastructure, such as off-location flowlines or pipeline which are a use by right and not regulated by Weld County. OGED requests that the applicant reviews flowline data available from the COGCC map viewer and utilize Colorado 811 prior to any excavation activities. These comments and recommendations are based upon the review of the application materials submitted by the applicant and other relevant information available on the E-Permit site. Diana Aungst From: Luke Gildemeister < luke.gildemeister@us - solarcom > Sent: Monday, October 30, 2023 2 : 55 PM To: Diana Aungst Cc: David Watts; Nicole Affleck; Maxwell Nader Subject: Fwd : US Solar - USS Auburn - Site Plan Attached Attachments: 4362387- 1 (2) . pdf; 16 - Auburn Solar Preliminary Drainage Report ( 1 ) . pdf Caution° This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Diana, Last one - apologies for all of the emails ! But, I do feel it' s important to prove my outreach/efforts to external parties to our USS Auburn project ( USR23-0028) prior to next week' s Planning Commission meeting. Below is my October 12 email to Doug Seeley of Lower Latham Reservoir Company . I attempted to schedule a virtual hearing, and I also addressed their attorney' s comments to the best of my ability. Thank you, Luke Forwarded message From : Luke Gildemeister < luke. gildemeister@us-solar. com > Date : Thu, Oct 12, 2023 at 4 : 17 PM Subject : Re : US Solar - USS Auburn - Site Plan Attached To : Douglas Seely < lowerlatham@msn . com > Cc : David Watts <david .watts@us-solar. com >, Tom Dickson <tom . dickson@us-solar. com >, Nicole Affleck < nicole . affleck@us-solar. com > Hi Doug, I hope all is well ! Apologies for being so persistent but I do feel it' d be valuable to conduct a casual 30- minute virtual meeting with you, Ted, and anyone else on the LLRC team . Do any of these times next week work? Monday, October 16 ( any time between 12 noon and 1 : 30 PM Minnesota Time, which would be between 11 AM and 12 : 30 PM Colorado time) Tuesday, October 17 ( any time between 3 : 30 PM and 4 : 30 PM Minnesota Time, which would be between 2 : 30 PM and 3 : 30 PM Colorado time) Friday, October 20 ( any time between 10 AM and 11 : 30 AM Minnesota Time, which would be between 9 AM and 10 : 30 AM Colorado time ) US Solar' s general thoughts/comments on LLRC ' s attorney' s comments submitted to Weld County are listed below. Thanks, Luke 1 #1. The Company owns an exclusive easement across this property as legally described in the Warranty Deed dated September 24, 1898, and recorded November 2, 1898, at Book 454 at Page 155 of the Weld County records. A copy of that Warranty Deed is attached to these comments. The Company also owns additional easement rights across the property included in the development that are not shown on the plat of the property submitted to the County. US Solar Comment: The easement described in Book 155, Page 454 does not specify to be exclusive. 2. The Company has ownership of certain property adjoining the land included in this proposed land use development. The location of the Company's easement is included within the development. The location of the Company's easement is not properly shown on the plat, and the plat should be corrected to show the location of that easement as described in the Deed . US Solar comment: The location of the easement per Book 155, Page 454 is confirmed per recorded exemption No. 0961-35-02 RECX17-0143 recorded at Reception No. 4362387 dated 12/21/2017 (attached for reference.) 3. The plat apparently shows one overhead electric line crossing over the property and easement of the Company. This proposed crossing and any other crossing that may become necessary, whether for roads, utilities, or other facilities, will require prior written approval of the Company for any crossing of its property and easement. US Solar Comment : Lower Latham Reservoir Company has kindly already supplied us with an Overhead Electric Line Easement Crossing Agreement form for US Solar's execution, should the USS Auburn Solar LLC project move forward . We are sincerely appreciative of LLRC's continued communication . 4. The applicant must not place any fence within the property and easement and the applicant shall not install any gates or fences on or across the Company's easement and property without the prior written approval of the Company. US Solar Comment: No proposed project fence pertaining to USS Auburn Solar LLC lies within the easement described in Book 155, Page 454. 5. The Company would identify to the applicant and the County that there may be subsurface waters that arise in this development and that there are periods of time when, due to water flowing within the reservoir and ditch system and otherwise, that portions of the property receive significant amounts of subsurface water that is very near to the surface or resides on the surface. Also, the property lies below the elevation of the Lower Latham Reservoir, and if the spillway on the Reservoir operates at a time of high water, then portions of the property could become inundated by water flowing in the outlet canal of the Reservoir. Due to these matters, the utility of certain portions of the property for construction of structures could potentially be unavailable. The Company has no plans to alter its operations that would cure this surface and subsurface water issues. A note should be inserted on the plat of the development regarding these issues. US Solar Comment: The project area is not located within a FEMA floodplain . No watercourses will be altered by the proposed project. The solar panels and the trackers will be elevated to retain at least one ( 1) foot of freeboard from the water surface elevation. Inverters and the equipment will also be elevated . The medium- voltage cable connecting the solar garden equipment to the point-of-interconnection poles to the north will be buried underground. A third-party licensed engineer completed a Preliminary Drainage Report (attached for reference) that concluded that the site design will adequately protect public health and safety. US Solar will obtain a Stormwater Pollution Prevention Plan Permit prior to construction . 6. The applicant should acknowledge that historic irrigation and drainage patterns should be maintained on the property so that there are no changes in the operation of the Company's facilities . A drainage plan should be prepared by a licensed engineer to analyze and report on any change in drainage patterns caused by the development of the property. The Company should be provided with a copy of that plan and the Company should have the opportunity to review and comment on the plan . The applicant should be required to maintain the existing irrigation and drainage patterns so that the quality of water entering the ditch from irrigation and from precipitation and other sources is maintained, and so that there is no change in point or type of drainage into the ditch that will occur. The applicant should be required to monitor and identify any pollutants or other hazardous materials that enter the ditch and should agree to stop any such deposit in the ditch system . A note should be inserted on the plat of the development regarding these issues. US Solar Comment: No hazardous materials will enter the ditch as a result of our community solar garden . All of the community solar garden 's materials are fully-contained. The solar panel materials 2 consist largely of the same materials as the smartphones in our pockets: silicon, glass, and aluminum. Existing irrigation and drainage patterns will be maintained. We have already conducted a Preliminary Drainage Report (attached) . No watercourses will be altered as a result of our project. We will be planting native vegetation within the fenced area of our project, which will help minimize stormwater erosion and runoff. 7. The Applicant should acknowledge that : 1) No livestock watering, swimming, tubing, canoeing or other use of the ditch or water in the ditch or reservoir is allowed; 2 ) No dumping of refuse, including but not limited to garbage, waste materials, grass clippings, tree and shrub prunings, motor oil, chemicals, pesticides or herbicides is allowed; 3 ) No pumps for irrigation are allowed in the ditch; 4) No use of the ditch easement for hiking, biking, horseback, motorcycle, off road vehicles or other motorized or non-motorized vehicle shall be allowed . A note should be inserted on the plat of the development regarding these issues. US Solar Comment: US Solar and its contractors will not impact the ditch or the water within it during the construction period . None of these activities mentioned above will be conducted on the site. On Mon, Oct 9, 2023 at 10 : 17 AM Luke Gildemeister <luke .gildemeister@us-solar. com > wrote : Hi Doug, Just following up to see if Lower Latham Reservoir Company could meet virtually this Thursday, October 12 to discuss our USS Auburn Solar LLC project and Lower Latham ' s comments that were submitted ( attached for reference ) ? Thanks, Luke On Wed, Oct 4, 2023 at 4 : 22 PM Luke Gildemeister < luke . gildemeister@us-solar. com > wrote : Hi Doug, I apologize for the delayed response . Confirming I 've submitted a ticket for our Legal team to create a separate Access Agreement. I still think it would be advantageous for US Solar and LLRC to have a casual 30- minute virtual meeting . Would any of these dates work for you and Ted ? Friday, October 6 (any time between 9AM - 3PM Minnesota Time, so 8 AM - 2 PM Colorado Time) Thursday, October 12 (any time between 9 AM - 2PM Minnesota Time, so 8 AM - 1 PM Colorado Time) Sincerely, Luke On Wed, Sep 13, 2023 at 3 : 05 PM Douglas Seely < lowerlatham@msn . com > wrote : Hi Luke, Lower Latham Reservoir Company would prefer to keep the overhead crossing agreement and the access agreements separate . Would you happen to have a starting template for the access agreement? Also, Ted Buderus ( Lower Latham' s President) may be freed up next week if we need to schedule a meeting with him . Thanks, Doug 970-988- 1459 From : Luke Gildemeister < luke. gildemeister@us-solar. com > Sent : Wednesday, September 6, 2023 11 :48 AM To : Douglas Seely < lowerlatham@msn . com > 3 Cc : David Watts <david .watts@us-solar. com > Subject : Re : US Solar - USS Auburn - Site Plan Attached Hi Doug, I just left you a voicemail . Just following up to see if Lower Latham Reservoir Co . would be able to factor in our access path to the overhead distribution/electric line template that you sent us in June ? I ' ve re-attached it to this email to refresh your memory. If it would be easier (than your attorneys making this edit), our attorneys would be happy to add this language to the template that you provided as long as that' s OK. Please let us know . Thanks, Luke On Wed, Jul 5, 2023 at 11 : 38 AM Luke Gildemeister < luke .gildemeister@us-solar. com > wrote : Hi Doug, I hope you had a great holiday weekend . I just wanted to politely follow up to see if Lower Latham Reservoir Co . would be able to factor in our access path to the overhead distribution/electric line template that you initially sent over to me ? Sincerely, Luke G . On Wed, Jun 28, 2023 at 11 : 56 AM Luke Gildemeister < luke . gildemeister@us-solar. com > wrote : Hi Doug, Since we' d be using Fern Avenue for the access path to USS Auburn, our understanding is that we ' d be crossing Lower Latham ' s easement for both the access path and the overhead distribution/electric line . Would The Lower Latham Reservoir Co . by chance have a template/form that covers both our access path AND the overhead distribution/electric line ? - Luke On Tue, Jun 27, 2023 at 12 : 07 PM Luke Gildemeister <luke .gildemeister@us-solar. com > wrote : Thanks Doug - we ' ll be in contact as this project moves forward . - Luke On Tue, Jun 27, 2023 at 11 : 59 AM Douglas Seely <lowerlatham@msn . com > wrote : Luke, 4 It looks like a new line will be crossing the Lower Latham Reservoir outlet ditch / easement before connecting to the existing Xcel infrastructure . Therefore, you will need a crossing agreement with the Lower Latham Reservoir Company. Attached for your review is Lower Latham 's standard agreement. Let me know if you have any questions . Thanks, Doug 970-988- 1459 From : Luke Gildemeister < luke. gildemeister@us-solar. com > Sent : Tuesday, June 20, 2023 10 : 54 AM To : lowerlatham@msn . com Subject : US Solar - USS Auburn - Site Plan Attached Hi Doug, Thank you for your time on the phone and I ' m sorry I had to bounce for a meeting ! -Thanks for confirming that The Lower Latham Reservoir Co . owns/operates the ditch located to the east of Fern Avenue ( along the eastern parcel boundary of Les Matson ' s parcel ) . -Attached is the most- updated site plan for our solar project. The idea would be for the MVAC line to be buried underground from our solar garden to the north until it reaches our point-of- interconnection poles located on the north end of Les Matson ' s parcel . We will connect to Xcel Energy' s existing three- phase infrastructure near County Road 52 - we 've already received our Interconnection Agreement for this project . Please notify me if you have any additional questions about the project at this time - I can be reached via this email or at 612 -230-0172 . Sincerely, Luke Luke Gildemeister - Project Developer United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis , MN 55403 o : 612-230-0172 m : 763-381 -2275 5 luke .gildemeister@us-solar. com us-solar.com Hi The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination , distribution, or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission, please contact sender. Luke Gildemeister — Project Developer United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis, MN 55403 o : 612-230-0172 m : 763-381 -2275 luke . gildemeister@us-solar. com us-solar.com The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination , distribution, or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission , please contact sender. Luke Gildemeister - Project Developer United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis , MN 55403 o : 612-230-0172 m : 763-381 -2275 luke .gildemeister@us-solar. com us-solar.com 6 The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination , distribution, or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission , please contact sender. Luke Gildemeister - Project Developer United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis, MN 55403 o : 612-230-0172 m : 763-381 -2275 luke .gildemeister@us-solar. com us-solar.com x The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination , distribution, or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission , please contact sender. Luke Gildemeister - Project Developer United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis, MN 55403 o : 612-230-0172 m : 763-381 -2275 luke . gildemeister©us-solar. com us-solar.com The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination , distribution, or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission , please contact sender. 7 Luke Gildemeister - Project Developer United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis , MN 55403 o : 612-230-0172 m : 763-381 -2275 luke .gildemeister@us-solar. com us-solar.com The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination , distribution, or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission, please contact sender. Luke Gildemeister - Project Developer United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis, MN 55403 o : 612-230-0172 m : 763-381 -2275 luke .gildemeister@us-solar. com us -solar.com xl The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination, distribution , or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission, please contact sender. Luke Gildemeister - Project Developer United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis , MN 55403 o : 612-230-0172 m : 763-381 -2275 luke .gildemeister@us-solar. com us-solar.com 8 The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination, distribution , or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission, please contact sender. Luke Gildemeister - Project Developer United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis , MN 55403 o : 612-230-0172 m : 763-381 -2275 luke .gildemeister(a� us-solar. com us-solar.com The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination, distribution , or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission, please contact sender. 9 _ _ ___ _ _ _ _ _ �. < O O O � _ �-. ._ __ _ _ . _ _ _ _ � � � � � � � 4362387 Pages : 1 of 2 12 / 21l2017 @4 : 35 PM R Fee : $23 . 00 - = Carly Koppas , Clerk and F?scordar , Weld Gounty , CO �� 1 � �' � ��,��.� ��. �' �1�� l� j� b � D � C� �? � t ' � VIC � N �TY MAP SEC 35, T5N , R651N W� R �� nF sFc r�o►� � 5 �o w�s r .�.�� s � � o� ��rF �Q� �� wFs r � � � � � � r . . � Tf-f� 6T1� PR►NC1PAL �ER � �a �rG � s � } /1�/ Yy � � /S � h ( / 11V� J l /J `.:] ✓ApYI��. : [ ],FN 3� NN . .. FS� P l N ! f` \S4��P 4 � �I FWE� D STAT� �� , . � ,� , . , �� SITE . � ,. �. , > � ^ Y) F ! h� V )al[ S -� / er � � .ry i✓ ^� /� ♦ .� } '. � Y'I.�S /'lj� � /.� � Fri�_ ♦ � ? � / 7 -+r • . ��. 'S' ,',i,.... i� F� • O O O O • . �\ � �\ �\ �\ � �\ p � �l � �l �/ �/ �l t . • � � LO R • ' � LATHA ERVI R ; � � v NOTE� : D � GAL DESCRIPTION � 1 . T�iE PURPOSE OF THIS AM�NDMENT IS 70 REMOVE A 1L I L ON tOT B OF RE-3338 , lVOW KNOWN AS LOT B OF (PROVIC}ED BY WARRANTY DEED AS REGORDED I�f TiiE RECQRDS OF THE �``�� 1 INCH = 2000 FEET � R�CX17-0143. INELE3 COUNTY CL�RK ANCl RECO�DER AT RECEPTION N0 . 4282346 AS � 2. ALL PROPOSED OR �XISTING STRUCTU L O T THE MINiMUM SE�BACK AND OF�BET REQUIREMElVTS ��R THE FtECORL}ED ON MAftCH 1 , 2Q17) ZONE I31STRiCT fN WH1CH THE PROP R 1 D . P RSUANT TO THE DE�lNiTION OF SETBACK IN THE WELD COt1NTY LOT S OF RECaRDEQ EXEMPTION NO . �96 '[ -35-2-RE-3338 , RECORDED CODE , 7HE REQUIRED SETSACK ME R F THE FUTIlRE RIGHT-OF-WAY LINE. OCTOBER 23, 2002 AT REGEPTION N0 . 2998379, BEING A PART OF � � " * I�0 BUfLDING OR STR E l]E�1 D AND �IMfTED TO THOSE OCCUPANCIES LISTE�} AS GROtJPS A, B , E, � , H , l, M ANQ R � �' fdORTHWEST QUART�R QF SECTION 35, TOWNSHIP 5 NORT �5 5 IN SECTION 3Q2 . 1 �E`2�0 2 I T10NAL BUILDING CODE , 5HALL BE CONSTRtlCTE� WITFilN A 2Q0-FOOT RADIIiS OF OF THE 6�'H P . M . , COUNTY OF WELD, STATE OF COLO ANY TANK BA 0 l 150-FOOT RADIUS OF ANY WELLHEAD OR VIIITHIN A 25-FOOT RA�IIJS 0� ANY PWGGED OR THE ABOVE DESCRIBED PARCEL OF LAND , AS E , NT INS 72 .69 EASE �IENT A G ��'O - Y NOTES . F AN WED�H � � LL REQUlRE A VAft A GE F OM TH � T RMS OF�OFiIS CHA T�RAN ACCORDA CE WI�FI SI� BS �� ION DIUS ACRES, MORE OR E.ESS , AN� k5 SlJ JECT TO R C A ENTS AN � - - 23 6- 10 .C OF THf DE. RIGHTS-OF-WAY . . 1 . A PiPELIN� T- �fV G W�S GRANTED TO SOGO WATfEI�BERG � g_ Fl1TURE STRUCTURES OR iJSES ON SITE MUS7 OBTAIN THE AFPROPRIATE ZONiNG ANQ BUILDI P RI�fT . O � CORPO l�A E N0 . 2343823 , RECORDED QN JULY 30 , 1993 . (GRAMT � PR� PE E �S CERT1FiCATE CO � �..L�O � T BJECT PARG�L AND ALLOWS FOR A NON-EXCLU5N� 4 , �}iE LAftGEST LOT OF ANY RECORDE� EXEMPTION MAY NOT BE LESS THAI� THIRTY-�iVE ( �4- � F THE EG -O�-WAY AND TH� RlGHT TO LAY, MRINTAIN , INSPECT REPLACE, APPROVED �Y THE WEL� COUNTY BOARD OF COMMISSIONERS fN ACCORDANCE W�TH S C � �. . � E E T � E �, AND REMOVE ON� PIPELINE ANQ St�CH DR1PS , VALVE5, � WELD GOUI�71' CODE . I (WE � E NED, BEiNG THE SOLE OWNER5 IN �EE OF THE ABOVE DESCRfBED FI , METERS , AND OTHER EQUIPMENT APPEJRTENAI�CES A5 MAY BE PROP R D HEREBY SU$RIViDE THE SAME AS 5HOWIV ON THE ATTACHEf} MAP . I {WE) N�CESSARY F�R THE OPERATION , QV�R, THROUGH , IJPONM UNC?ER AND g_ W��3 CQUNTY WiLL NOT REPLACE OVERLAPPING EASEM�NTS LOGATED IT i XISTWG HT-OF-WAY OR PAY TO RELOCATE UlVDER D TFfIS FROPERIY lS �OCATED IIV THE AGRICULTURAL ZOI�E DISTRICT AND IS � ACROSB THE SUBJECT PARCEL - BLANKET IN NATURE - NOT PLOTTED} � EXISTING UTfLIT1ES WITHIN THE EXI5TING COUN�TY RiGHT-OF-WAY. O 1NTENCIEQ TQ PR _ fDE AREAS FOR THE CONQUCT OF OTHER USE5 BY R[GHT, 2. A LEASE AGREEMEN7 FOR RECREA�'l�NAL RfGHT5 WAS GRANTED TO THE CO�ORADO PA T T PUBLIG ROA[31f�CL.U []ING DAMAGES ANDIOR � SOR US. , A _ ,_U�ES-$'! SP�� IAL REVIEW. � WATERFOWL ASSOClA7'EON AT REC. Np. 2730907, AS RECORqED 0�! [��VEMBER 19 , � 7. ACCE5S ON TFfE SIT� SHALL BE MAINTAINED TO MITIGA�E AI�Y1� o � � 1999 (LEASE MAY ALLOW FOR RIGHT�� OF INGR�SSIEGRESS AND ENCUMBERS T OFFSiTE TRACKING.WILL BE UTILkZiNG IJNMAINTAIN�a O N I AY. ' S MA7S NSTRUCTION , INC . � ENTIRE PARCEL - BLANK�T IN NATUR � - I�OT PLOTTED) 8 , pOT� NTlA� PURCHASERS 5HOULD BE AWARE 0 W R MAY NOT MEET ALL DRINKING WATER 5TANDARDS AS A COLORADO CORP�RA�IONJOHN R. HAGEN fJEFINEi3 BY THE C�LORADO �� PARTME P E LT AND ENVIRONMENT. THE WELD COUNTY �EPARTMENT 0� 3. HS RESOURCE5 INC. RECORQED A N�T[CE OF 0 {L ANQ GAS INTERE S PUBLlC HEAL7H AN � ENV{RO�VMENT ST O E �U GES WELL USERS 1'0 TEST TMEIR E��tINKING WATEl� PRIOR TO SURFACE USE AT REC . N0. 2811296, A5 RECORDED [}ECEMB , ( A �l CpNSUMPTIOfd AND PERIODICA STATE OF COLORApO) � GAS 1NTERE5TS ENCUMBERS THE VV�ST HAL� OF SUBJE T � O1�IS F R � } 5S. PROf3EJCTION , �RANSPORTA7 ON ANf�? MARKET A� � F QI T� � � � �ONS; 9. POTENTIAL PURCHAS H L THAT APPROVAL OF THiS RECORDE� EXEMPTION DOE5 NOT GUARANTEE THAT � COUNTY OF WELD } � �� 0 THER W�LL P� RMITS WI IS � R E LOTS . ANY LOT MAY BE DEEMED NON-BUILDABLE IF �HE LOT OWNER !S UNABLE TO HYDROCARBON PRO€}E1CTS AS WELL AS RI C S5 N � USE OF THE pBTAlN A VIlE T S TE DIVfSION OF WATER RESOURC�S ISSUES A�� WELL PERMITS . TH OREGOING CERTIFICATION WAS ACKNO LE .B O 15 DAY SURFAC� OF THE LANQS FOR C N�1`RUG O I S A , MAINTEI�ANCE , QF rA.D . 2017 , BY � REPAIR, REPLACEMENT ANQ MlTD�tiEdG� , ELL L.00ATfONS , EQUlPMENT, p � E pRQpER R HALL CONTFZOL N�XIO�1S WE� pS 01� THE SkT�. MUD AND RESERVE PlT S E T� RS, TAI� ERIES , i'IPE�IN�S, GATHERING LIN �S, FLOWLINE , P N RCQlVNECTIONS AND RNY A�1 � ALL OTHER T E HI5�'ORfCAL FLOW PAl?ERNS AN� RUNOFF AMOUNTS WkLL BE MAINTAINED ON THE 517E. REASONABL R U�T A SE� OF THE LAI�DS RELAT� D TO SUCH OPERATIONS . O � MY COMMlSSION EX R�jS: �� 8lAI�KET E - OT �L TTED) /� 12 . BUILDING PERMITS SHALL BE 0B7AINED PR10R TO TH� CONSTREJCTIQN OF ANY BUfLDING. BUILD T ET y�� {��'�� O THE DEFINITION OF AN AG EXEMPT BUIL� II�G PER THE REQtJIREMENTS Of SECTlON 29-9 -20 N S T( 2 3-2� . B . 13 �}�. p{ $�j�f�f� � �'$��j!.5 ��$�{Fg � �'�� ( \ PV K i\y5MC C� 4'�g`! j� !15'� )J . 4. A EJ G EEM �NT WAS � �ANTED TO KERR-MCGEE ROCKY MOUNTAIN � � r �� "� OF TH� WELD COUNTY CODE DO iVOT NE�i3 BUIL� {I�G PERMlTS , HOIN�VER, A CERTlF1C O 0 i Ml1ST BE NOT P LI� , �d �a ��, ?'Y € ? �C� � � � � , �� C T REC. N0 . 315161 � , AS RECORDEf3 FEBRUARY 5, 2fl04. FIL� D WiTH THE PLANNING DEPARTMEPIT A�iQ AN ELECTRICAL AN �fOR PLUMB.ING PER 11' S FOR ANY • � �f� n91e i �" k° � � 12 �` r �i�e e (I ENT GRANTS AN EASEMEN� AND RIGHT-OF-WAY FORTHE PURPOSE OF ELECT�ICAL SERVICE TO THE BUILDING OR WAT�R FOR WATERING OR WASH G OF L! S C OR POULTRY . � • �� 1ei ,�� 4� ; � �� z� �� ,�� CO RUG�IfVG, USING AND MAINI'AINiNG ACCESS ROADS, LOCA�IONS FOR WITN F1AND ANf� SEA�:� ��m.�, :� ,�,, .,:.� ,�,�.:�,-�.:.,;.. . ��,:�� SURFACE �QUIPMEIVT ANR SI� BSU� FACE GATHERIiVG LII�ES �OR �ACH WELL 13 , gUILD1MG PERMITS ISSUED ON THE �ROPDSED LOTS WILL BE REQUlR O D TO T'HE FEE S7Rl7CTURE OF THE � [}RILLED UP01� THE LANDS, PIPELIN �S, ANI] PIP� L4NE INTERCONI�ECTIONS . \ COUNTY-WIDE ROAD IMPACT FEE PROGRAM. /\ AGREEMENT ENCUMBERS THE WE�T HALF OF THE NOR�'HWE5T QUAR�'ER - � D \ BLANKET II� NATI� R� - NOT PLOTCE �? , � 14. BUIE.fJII�G PERM1TS 1SSUE� ON TWE PROPOSED LOTS WIL B l! i i3 0 ADHERE TO THE FEE STRUCTURE OF THE � DEPARTMENT OF PLANNING SERVICES ACCEP . COIJNT� FACIL{71' F�E AN � DRAINAG� 1MPACT F�E 15 . POTENTIAL PURCHASERS ARE HEREBY N I IE A A ND GRS SERVICE YAR[} 1S PERMITT� E} BY IVIU5R14-�006 AND fS �QCA�ED DIRECTLY 1NEST OF THE S D C ED EX�MPTION . SP�CIFICALLY, SOUTH AND A[�JACENT TO COUNTY THIS PLAT IS ACCEPTED ANQ A VEC3 BY THE DEPARTMENT �F PLAN E E F R ILlNG. ROAQ 52 AN [? UU�ST AND ADJAC C R AD 45. OFF-SITE IMPACTS Th�AT MAY BE ENCOUI�TERED INCLU�E NOISE, � SURIIEYOR'S 1�1OTES � � DiJS� , AND OC?ORS FROM TRU .,S, �T T S A EQUIPMEfVT. -�^-� -�� " 16. POT� NTIRL PURCH R EftE NOTIFIED THA�' THE PROPOS�D RECORDED FJCEMPTION IS LOCAT� D WITHIN �"HE � `-J 'l . THIS SURV�Y WAS PFiEPARED WITHC�U`f T B N T A �LE COMMITMEfVT A-P (AIRPORT Y IST C . DEPARTMENT OF PLANNI [dG SERVICES Q [RECTOR AND [}OES NOT COI�STITUTE A 1TL� i�A B T 5 NQ SURVEYIlVG, LLC. TO C}ETERMINE TlTLE OF ftE D . Tk� IS SU V D E NOT PURP4RT TO REFLECT 17 GHT TO EX ! fd L RESOURCES STATEM� IdT: WE�d COUN�Y NAS SOME OF TME MOST ABIJNDA�IT MIfdE STATE OF COLORADO) ANY OF THE �'OLLQW{N IC MAY BE AP LE TO THE SI�BJECT REAL ESOURCES, CL ING , BUT NOT LIMITED TO , SAND ANC} GRAVEL , 41L , NATURAL GAS , ANl7 COAL. 11NRER T!T � TF4E ) SS . ESTATE: BUIL�}IN T Ll ES ; ��STRICTNE COVENANTS; SUB[}NISION OLORA[}� REVf5EU STATUTES , MINERALS ARE VITAL RES�URCE5 BECAUSE {A) THE STATE' S COMMERCI COllNT`( OF WELD ) RESTRICTIO � IY�IG OR T ER L,�4ND-USE l�EGU.LATIONS; AI�D ANY OTHER � D POSITS ARE ESSENTIAL T� THE STATE'S ECOfdOMY; (B) TH � PQPULOI�S COUNTIES OF THE STATE F � C f A FACTS T A iT COMMITM� NT MAY D1SCLOSE . HQRTAG� OF SUCH DEPOS17S; AI�D (C} SUCH DEPQS1T5 SHOULD BE EXT�ACT�D ACCORD! NG T�-RA I PI.A , THE OREGOI E T�lC TIO S ACKNOWLEDGED BEFORE ME THIS �f° DAY � CALCIlLATE�3 TO AV�ID WASTE OF SUCH DEPOSITS AND CAl1SE THE LEAST PRACTICABLE DISR P E ECOLOGY AND OF , .D . 4'E7 . 2 . C I G OLORADO LAW, YQU Mt}ST COMMENCE ANY LEGAL ACTlON � QUALITY OF LIFE OF TH� CITIZENS 0�' TH� POPULOUS COUNTIES OF THE STATE . � � � 1 � D Y DEFEGT IN THiS Sl1RVEY WITHIN �'HREE YEARS AFTER Y�U �� F S COVER SUCH DEFECT. l �V I�C1 EVENT MAY ANY ACTlON BASED I� PON MfNERAL RESOURCE LOCATIQIVS ARE W1E3ESPREAD THROUGHOt1T THE CQUNTY AND P R O G lIVTO TH�SE AREAS bI AN FECT IN THIS SURVEY BE CQMME�ICEf} MORE THAN TEN YEARS FROM MUST RECOGNIZE THE VARIOUS iMPACT� ASSOCiATED WI7H THIS CIEVELO lJ�. OFT T S , MINERAL RESOl1RCE SITES MY C M I [ON EXPIRES: ` i �HE DA�E OF THE CERTI�iCATION �i�OWftt HEREON . ARE FIXED TO THEIR GEOGRAPH(CRL AND G�OPHY5fGAL LOCATfO[�5. QR R HESE ftESOURCES ARE PfiOTECT�C} � � � ROl�ERTY R1GH7S AND MINERAL OWNERS SHOIJLD BE AFFORDE T E O�P� N TO EXTRAC� THE MINERAL RESOURCE . � 3. THIS SURVEY 1S VALI [? ONLY iF PRfNT F{A5 ORlGINAL SEAL AND SIG3VATUR� OF D OTARY PUBL.IC ��'�� -� � u?. �.E� . �� .;o. � 5f1RV�Y0R. 18. 1i1fELD COUNTY'S RIGHT TO FARM: WELD COUNTY IS ONE T P CTIVE AGRICULTURAL COUNTfES 1N THE � �� A� �d � g � 1JNITED S7ATES , TYPICALLY RANKING IN TH� TOP T G U OUNTRI( (N TOTAL MARKET VALUE OF ' ` e-}- � �� ; �' ��;g27 F 4 . ANY PERSOId WMO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBL AGRICUL�URAI. PRQDUCTS SOLD. THE RURAL W 0 TY MAY BE OPEN AND SPACIQUS, BiJT THEY ARE WITNESS MY HAlV� AND SEAL: � �ti '7 � '� " i ' � _ �� ji� � � r�, �� LAND SURVEY MOIdUMElVT ANRIQR �pI�NDARY MONUMENT OR ACCES5 Y, lNT�NSfVELY 11SED FOR AGRECULTURE . PE V1 A RURAL AREA MUST RECOGNI�E AP�D ACCEPT THER� ARE COMMITS A ClAS5 TWO {2) MlSDEM�ANOR PURSUANT TO STATE 5 l3 DRAWBACKS , fNGLUDING CONF�ICTS N 1 G AGRlCULTURAL PRACTICES AND A LOWER LEVEL OF SERVICE5 _ . _ . , _�-�-#��- � �=�-�Pr •-- :� � C . R.S . SEC 18-4-508, WHOEVER WILLFULLY [}E5TROYS , DEFAC , A , THAN iN TOWN . ALONG WITH THE C ME E INCENTIVES WHICH ATTRACT IiRBA[� DWELLERS TO RELOCATE � OR REMOVES TO AN07NER PLACE AldY SECT[Ot� CORNER , T C NE , TQ RIfRAL AR�AS : OPEN 1fIEW , SPA I U ES , ILDLIFE, LACK �F GITY N�ISE ANl] CONGESTI�N , ANi3 THE RURAL OR MEANpER POST, O�i ANY GOVEF�NMENT LfI�E 0� S , �� E �� OF TO RURAL WE D�Cp AY W I LD-�lLi K Y BE GO E F'OREVER . S ' ��SE FEATURES WFiICH ATfRAGT URBAN DWELLERS � � CCJTS DOWN ANY WITNESS 7REE Of� ANY TREE 6 T A BENCH MARK OF ANY GOVERNM�NT SUR E , !� B� N []ER TH15 T6TLE OR IMPRISONED NOT MORE Ti�AN S H . 18 U . S.C _ AGRICULTU S LAND SHQUL�} NOT BE EXPECTEQ TO CHANGE THEIR LOiJG-ESTABLISHED AGRICULTURAL � 85g ��g� RACTICE5 O ATE THE WTRUSlONS OF URBAN LfSERS iNTO A RURAL AREA. WELL-RUN AGRICUI.TUftAL ACTIV1TkES � LL GENERA E F -S1T� (MPACTS , INCLUDfNG �f01SE FROM TRACTORS AND EQUfPMENT; SLOW-MOVlNG FARM V CLES ON �. THE DlSTANCE M N S S�{�WN H�R ON ARE U .S. 5URVEY FOOT. 11FiAL ROA�S; T FROM RNIMAL PENS, FIELD WORK, HARV�SI� AND GRAVEL ROADS ; ODOR �ROM ANIMAL 0 I �MENT, �� IAGE AND MANURE ; SMOKE FROM D4TCH BiJR�IING ; FLIES AND MOSQUITOES ; HUNTING ANU TRAPPI C S 6. QATES 0 0 : 14I2 017 10/30/2017 � OOT4NG SPORTS , LEGAL HAZII�G OF NUISANCE WI�DLIFE; AND THE USE OF PESTICID�S AN� FE IL Ef�5 l TH F ELDS , fNCLUE3ING THE U5E OF AERIAL SPRAYfNG . i�' 1S COMMON PRi4CTiCE FOR AGRICULTURAL PRQ CER 0 1LiZE I� O � � ACCfJMULATlOlV Q� AGRICULTURAL MACH [NERY AND SIJPPLIES TO ASSIST (N THEIR AGR T F2�L�p IONS_ A � CONCENTRRTION OF MISCELLANEOUS AGR{Cl�L7URAL MATERIALS � FTElV PRODUCES V L C}I�SP`A 1 BETWEEN RURA� ��`�'�, � AND URBAN AREAS OF THE COUNTY. SECTON 3�-3 . 5-102, C.R. S . , PROVI [}ES THAT AN A RI U P�RATION SHALL NOT BE SURVEY ' TIF �CATE � � U J �� FOUND TO BE A PUBLIC �R PRIVATE NUISANCE IF THE AGRIGULTURAL OPE 10lV ALL G BE A IVUISANCE EMPLOYS METHODS QR PRACTICES THAT ARE COMMONLY OR REASONABLY ASS CIATE WlTH AG LTURAL PRODUC`�ION. �� U U WATER HAS BEEN AND CONTINUES TO BE THE L1FE�INE FOR T A RI �UL OMMUNITY. 1T IS UNREAE.ISTIC TQ ASSUME I , B R . HOMAS , A PROFESSlONAL I.AND SURVEYOR fN THE STATE 0� COLORADO, QO '� Fi� Fi IFY THAT 7HIS RECORDED EXEMPTION WAS PREPARED BY ME , OR UNDER MY � THAT DiTCHES AND RESERVDIRS MAY SIMPLY BE MOVED " F H " RESIL}EI�TIAL DEVELOPEMENT. WHEN MOVfNG P AL SUPERVISION, AND THAT TMES PLAT IS AN ACCURATE REPFt�SENTATION T[� EREOF , � TO THE COUNTY, PROPERTI' OWNfER5 AND RES! €3�N S U LI EY CANNOT TAKE WATER FR�M IRRIGATfOfV DITCHES, SEE3 tJPON MY KNOWLEDGE, INFORMATIDN AI�D B�I.IEF. 1 FURTHER CERTIFY THAT THE � LAKES, QR OTHER STRUCTURES , UNLESS THEY A J D Q RIGI�T TO THE WATER . SURVEY AN � �HIS PI.AT GOMPLY WITH ALL APPLICABLE RUL�S, REGULATIONS , ANR LAWS OF 7HE STATE O� COLOI�ADO, STATE BOARa �F REGISTRRTION FOR PROFE5SiONAL ENGIN� W�LD COUNTY COV� RS A t.AND AREA R SA D 4 ,000} SQUARE MlLES IN SIZE (TWICE THE SIZE 0� 7HE 5TATE ANp PROFESSIOI�AL �ANI] SURVEYOR5, Fl�ID WELD COUNTY, AN�3 IS NOT A GUARANTY OF �}ELAWARE} W1TH MORE THAN TH E S ND N NLlNQRED {3,700) M1LES � F STATE ANE} GOUNTY ROAD5 OUTSIDE WARFtp,NTY, EIT ER PR�SS OR IMPLIEQ. OF MUNlClPA�.ITIES. THE SNEE iTU � AREA TO BE �ERVED STRETCHES AVAILABLE RESOURCE5 . LAW (� ENFORCEMENT IS BASED N F�P�0 S TO COMPEAlNTS MORE TFlAN ON PATROLS OF THE COllNTY , A[dD TFiE DISTANCES - - 2��2 l� � \J WHICH MUST BE T L D Y�D� Y EMERGENCY RESPOtdSES, INCLli � il�G LAW ENFORCEMENT , , G AMBIlLANCE AND FIRE . 1 R BERT D . THO �A � F1RE PROTECTI [ U5 L R ED BY VOLUMTEERS WF10 MUST LEAVE THEIR .1065 ANp FAMILIES TO RESP�ND TO COLORA�O PROFESSIONAL LAND SURVEYOFt #38353 `J r*� ��p � � � {�F �{ EM� RGENC . 0 RA EL ROADS , NO MATfER HOW OFTEN THEY ARE B�AD�D , W1LL N07 PROVIQE THE SAME K1NC3 �F FOR ANU ON BEHALF OF THOMAS LAND Sl1RVEYING , LLC ��'� o��-� ° rtio��y�� URFACE E P C � PAVED ROAQ. SNOW REMOVAL PRlORlTlE5 MEAI� TFEA7 ROADS �ROM SUBDIVISIONS TO ARTERlA AY NOT BE L R D OR SEVERAL DAYS AFTER A SN�WST�RM. SI�OW REMOVAL PRIORITIES MEAN 7HAT ROA ROM � ' � � UB�Nk51QN TERkALS MAY NOT BE CLE4REQ FdR SEVERAL DAYS AFT�R A MAJOR SIdOWSTORM. SE S RURAL � � ' 8��3 ` Q � REAS , IN MANY GASES, WIL.L N�T BE EQUIVAL�NT TO MUNICIPAL SERVICES . RURAL i3V11ELLERS MUST, SSI , BE �'- O O ��.� �'•�1�2�� 17' �, �� OR� 5EL�-SUFFfCiENTTHAN URBAN C}WE��ERS . O O ��iS' ' • . . . . . . . • • � �- PEOPLE ARE EXPOSED TO [}IFFERENT HAZARDS IN THE C�UNTYTHAN ( N AN URBAN OR S BU B�j S I . FARM EQUIPMENT ��N�f � LAN� �� ., � �., � AfVQ OIL FI��.D EQE1iPMENT, PQNDS ANU iRRiGATf�[V DiTCHES, ELECTftiCAL POWER �O U R� C R PiVOT OPERATiOiVS, � �'n��" � � H6GH SPEED TRAFFIC , SAlVD BIiRS , PUlVCTURE VINES, TERR170RIAL �ARM DOG5, AND I�� OPEN BURNIlVG PRESENT � REAL THR�AT'S. CONTROLLING CNlLDREN'S AC7IVITIES IS IMPOR7ANT, NOT LY FOR H AFETY , SUT ALSO FOR THE PROTECTION OF THE FARMER'S LlVELIHOOD . � G D D � PREP Y: 0 LAND SURVEY[I�G , LLC � � 1 T S T R�AD, SUITE 24 E , O GO 80S34 PRQJE T: 7 . pFtAWING: MATSDN RECX17-0� 43 P 0 E: (97�) 344-0984 � � \J � � � � _� . . . . .. . .. . . . . . .. \ _ . ._-. . __ . — — __ _. _ .._ ._. . . . . _. . -. _. ____ . . __ _._ ___. . . _ _. . . _. . _ . ___. __ . ..... .... . ._. _._ _. _ . ___ _ _ . . _ _ __ _ . .. .... _ _ ._ . . � "" " " �� \ � � � � � ' � � r�V/ � � � � -.. . . _� �� ` nN � �. � `� � N ]� �l CIa Z � W � � lV � � � Q � !'T7Q �' � N06 � c� C Z C7 � —� .� m �i � � � n �� D D D D � � � � � � G � y � O -G c,�i71� � - �7 cn c!� , ,, � m ua � z n J! 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V 1'"` . � W ° -� O � . � y � a ; � � � � � � � '• .a�' C� D � �> � D . � . � c_i� . . � A • . . . . � ,� n � � � J � � 0 s � w - 0 0 0 0 0 � � PreliminaryDrainage o Re r�t p USS Auburn Solar LLC Weld County, Colorado Prepared For: Prepared By: United States Solar Corporation Westwood 1OO N 6th Street, Suite 41OB 127O1 Whitewater Drive, Minneapolis, MN 55403 Suite 3OO Minnetonka, MN 55343 (952) 937-5150 County Case Number USRXX-XXXX Project Number: Roo37o65. 00 Date : April 21, 2O23 Westwood Drainage Report I USS Auburn Solar LLC April 21, 2023 Table of Contents Project Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 General Description of Project . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Drainage Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Drainage Improvements 2 Adjacent Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Unsite Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Timing/Phasing Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BMP Installation, Inspection, and Removal 3 Permanent Stabilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . References Cited . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attachments Attachment 1 : USS Auburn Solar LLC Facility Site Plan Attachment 2 : USDA Web Soil Survey Map Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS Auburn Solar LLC April 21, 2023 Project Site This Drainage Report has been prepared on behalf of United States Solar Corporation, for the proposed construction of the USS Auburn Solar LLC Facility in Weld County, Colorado hereinafter referred to as the project. The proposed development is located in the NW1/4 Quarter of Section 35 , Township 5 North , and Range 65 West of the 6th Prime Meridian. More specifically the Project site is approximately 28 acres of land and is located approximately 3 .5 miles southeast of Garden City and approximately 1/4 mile south of the intersection of Weld County Road (WCR) 52 and WCR 45 in Weld County, Colorado. The site is covered intermittently with agricultural row crops depending on time of year. The ground surface slopes to the west, north, and east at an average slope between i% and 3% . The site is located just north of the Lower Latham Reservoir but is not anticipated to receive any flow from this reservoir and does not contain any FEMA flood hazard zones . General Description of Project It is proposed to develop approximately 28 acres of land for the project for an approximate 5 MW solar array. The solar array will deliver renewable energy under a power purchase agreement (PPA) . The facility is designed for un-manned operation except for bi-annual maintenance. Therefore, this facility will not represent any significant traffic impact to the surrounding county roads. Upon termination of the PPA, the improvements will be removed, and the land will be restored to historic conditions. Drainage Design The area under the solar panels will be planted with a low-maintenance grass seed mix. Very little additional impervious surface will be added to the site . The only new impervious surface is the gravel access roads and concrete inverter pads, totaling i8, i6o ft2 . Per Weld County requirements, solar panels are not considered impervious on Hydrologic Soil Group (HSG) A or B soils. Given this, the site will not need a detention pond per Weld County requirements due to minimal onsite addition of impervious and the access road being disconnected impervious surface. In proposed conditions runoff will continue to sheet flow east, north, and west as it does in existing conditions. When the site is fully vegetated after construction, stormwater will flow off the solar panels, onto the ground, and run through the grass. The onsite soils, which are categorized as HSG A (Attachment 2), are conducive to infiltration. These soil types were also categorized as loamy sand. The fully vegetated site will slow runoff and encourage infiltration . Drainage Improvements There are no proposed drainage improvements onsite . All existing flowpaths will be maintained and perennial vegetation will be planted onsite that will decrease runoff and improve infiltration. Adjacent Areas There is a manmade Reservoir (Lower Latham Reservoir) located south along the upstream side of the proposed project. This Reservoir has not been analyzed as part of the project nor has any calculations or scenarios of the Reservoir failing been taken into account. The reservoir outlets into an unnamed creek that runs from south to north to the west of the proposed site. Another 2 I Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS Auburn Solar LLC April 21, 2023 creek flows from south to northeast to the east of the site. The reservoir and adjacent creeks are not anticipated to impact the site . onsite Soils The soils for this project site are predominantly classified as hydrologic soil group (HSG) A (Attachment 2) . The soil types found in the project site area are Vona Loamy Sand, 0 to 3 percent slopes . For the sake of this project, all soils onsite have been modeled as HSG type A. This soil information is based on the Natural Resources Conservation Service (NRCS) National Cooperative Soil Survey. Timing/ Phasing Schedule In the initial and interim stages, the contractor shall install silt fence, vehicle traction control and concrete washout at the entrance, and a stabilized staging area. In the final stage of construction, seeding, mulching, and surface roughing shall be done in all disturbed areas, and erosion control blankets shall be installed on all slopes greater than 4 : 1 . The contractor shall also remove the vehicle traction control, concrete washout, stabilized staging area, erosion control blanket, and silt fence in the final stages of construction. BMP Installation, Inspection , and Removal BMPs will be installed prior to project construction, except for the BMPs in the final stage. BMPs will be inspected weekly and as required by the County through project completion by the contractor. BMPs will be maintained and remain in place at least until construction is finished and the site is vegetated. Once all exposed areas have been covered, the BMPs may be removed. Since the project does not include any other disturbance, no additional site stabilization is necessary and/or warranted. Permanent Stabilization The project will be seeded with the Weld County's upland area seed mix to establish permanent stabilization after construction activity has ceased. Reference the Temporary and Permanent Seeding Table on page EC-2 of Chapter 7: Construction BMPs in the USDCM Manual, Volume 3 . As per the USDCM Manual, permanent seeding involves the loosening of soil, applying topsoil, drill seeding the disturbed areas to a depth not less than 1/4 inch and not to more than 3/4 inch, and crimping the seeded areas in straw mulch at a rate of 2 tons per acres to provide immediate erosion protection. Summary The proposed site will be designed to maintain its existing drainage patterns . Due to the limited amount of impervious surface proposed and the proposed conversion of the site from row crops to the vegetated cover under the panels a decrease in runoff rates is expected for the proposed conditions when compared to existing conditions . Water quality treatment will be provided by the disconnected impervious and the proposed vegetation below the panels . Based on the landcover conversion and the addition of the low impact design the site design will adequately protect public health, safety, and general welfare and will have no adverse impacts on public right-of-way or offsite properties . 3 I Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS Auburn Solar LLC April 21, 2023 References Cited National Engineering Handbook, Part 63o Hydrology. Chapter 9 Hydrologic Soil -Cover Complexes . USDA. NRCS . 210-VI-NEH , July 2004 The National Map, i-meter DEM, Elevation Data. Retrieved November 2022, from https : //datagateway.nres .usda.gov/ Web soil survey. Retrieved April 2023, from https : //websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx NOAA, & Service, N. W. AHPS Precipitation analysis. Retrieved November 2022, from http ://water.weather.gov/ precip/download.php USGS . USGS water resources : About USGS water resources . Retrieved November 2022 , from https : //water.usgs .gov/GIS/huc.html USDA 2021 Crop Data Layer, Landcover data. Retrieved November 2022 , from https : //www.pass .usda.gov/ Research_and_Science/ Cropland/ SARS1a.php FEMA Flood Insurance Rate Maps . Retrieved November 2022, from https : //msc.fema.gov/portal/ advanceSearch# searchresultsanchor Urban Storm Drainage Criteria Manual Vol 3 . Retrieved November 2022 , from https : //udfcd.org/wp- content/uploads/uploads/vol3 % 20criteria%20manual/USDCM% 20Volume%203 .pdf 4 I Confidential and Proprietary. TBPLS Firm #10074302 Attachment 1 USS Auburn Solar LCC Facility Site Plan USE BY SPECIAL REVI EW PERM IT - USR23 - TBD USS Auburn Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 0961352100001 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 35 , Township 5 North , Range 65 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. PREPARED FOR: VICI N ITY MAP � � � - _ _ � ' - _,- ,;}� �, `1 �� LUCERN _ . ,. . . . m, , f 392 ` I �:� . , o , � .c. e..^.:�..�g�^' . _ _ _ _ _ >L�0.q�✓ 1 �,__ IL \ � 1 � � ' t � � �r 85 100 N 6th St. #410B � � �s� Minneapolis, MN , 55403 � IREVISIONS: - � # DATE COMMENT � � < ' A 04/24/23 Civil Development 5et � � - �� 85 � � r - � �,� � � �- - � 263� �' � � - � r� GREELEY � , � 34 , � � � � � � � � o � . — � o � � . I r � 1 ° � �u� � � _ / � GARDEN CITY � � " � � _� 34 ,� � �� 257 r � - _ _ , ; � � � I � , � — _� ~ �T � SITE � � � � - � , � � LA SALLE a T� JOHNSTOWN ��,� 60 - � MILLIKEN 85 � 27 , � � SHEET LIST TABLE SHEET NUMBER SHEET TITLE �oo � �over PROJECT LOCATION (APPROXIMATE CENTER OF SITE) LATITUDE = 40. 358796° N V S S Au b u r n C100 Existing Conditions LONGITUDE = 104.637727° W C200 PV Site Plan � 20 � Site Hydrology PROJECT COORDINATE SYSTEM BEARINGS & DIMENSIONS ARE BASED ON S o I a r L LC C400 Typical Details NSRS 2011 , COLORADO STATE PLANES, NORTH ZONE, US FOOT C401 Typical Details Weld County, Colorado C402 Weld County - Development Standards � C ove r � � � = BOARD OF COUNTY COMMISSIONERS CERTIFICATION Y � � � � PLANNING COMMISSION CERTIFICATION This is to certify that the Board of County Commissioners , Weld County, Colorado , does hereby confirm and adopt a � this Site Specific Development Plan and Use by Special Review and the Development Standards as shown and N PROPERTY OWNER' S CERTIFICATION This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the � described hereon this day of , 20 � — -- -- � The undersigned property owner(s) do(es) hereby agree to the Site Specific Development Plan and Use by Special Board of County Commissioners , Weld County, Colorado , for its confirmation , approval and adoption this Site � Review Development Standards as described hereon this day of _ ____, 20 _ Specific Development Plan and Use by Special Review as shown and described hereon this __ day of _ _ _ __ P RE LI M I NARY � Chair, Board of County Commissioners � - -- � 20 NOT FOR CONSTRUCTION , � ^ ATTEST: a Phyllis Burkgren � Chair, Weld County Planning Commission Weld County Clerk to the Board DATE : �, 04/24/ 2023 , � BY: ___ _ _ _ Dated : __ � Deputy Clerk to the Board � C001 SHEET: M � O Z � USE BY SPECIAL REVI EW PERM IT - USR23 - TBD USS Auburn Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 0961352100001 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 35 , Township 5 North , Range 65 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. " �`� �ti ' LEG E N D : ,o� � DENNIS D. LOOSE 3� � Po � PID: 096126300011 NONPARTICIPATING PROPERTY � � x (NOTAPART) — I — � _ CO RD 52 . _,� N � _ SECTION LINES CO RD 52 / \ �� GAS G��S GAS GAS GAS �as — — RIGHT- OF-WAY LINES � �\ �\ 33 ' DITCH EASEMENT � EASEMENT LINES / x � � \�� LOWER LATHAM RESERVOIR COMPANY x I vs �� REC 68815 / BK 155 PG 454 ; EX. INDEX CONTOUR � � �� EX. INTERVAL CONTOUR / x � �� 20' ACCESS EASEMENT BRYAN L. BUNTING " — EX. GRAVEL ROAD CENTERLINE \ � � � SOCO WATTENBERG CORPORATION pID: 096035300054 EX. FENCE / I \ \ � \ \�\\ REC 3211298 (NOTA PART) � POH � EX. OVERHEAD POWER / LESLIED. MATSON � � � �� GAS EX. GAS PIPELINE PID: 096134100062 \ � � 30' NATURAL GAS PIPELINE EASEMENT � (NOTAPART) � c � \ �\ APPROXIMATE LOCATION O EX. WATER INFRASTRUCTURE � qs � \ �\ SOCO WATTENBERG CORPORATION � � � � \ REC 2343823 °`" EX. OIL INFRASTRUCTURE � � � � � O EX. ELECTRIC INFRASTRUCTURE / ��9 ��\�� EX. DIRT ROAD CENTERLINE (TYPJ Q „ _ , _ ' • J}� ;. / s \ \ \ " ;a:�,:: \ � � � �;,.> � � \ \� , o , �•. � � \ � �� -- ". .tr � `..>Tli 4'- Y / � �cys \ �\� OIL WELL � � �� BUNTING 4-35 100 N 6th St. #410B � \ � � � � \ NOBLE ENERGY �, / / J \ � � � � � \ PERCOGCCNDABANDONED � Minneapolis, MN , 55403 � � � 9s � � � �� \ REVISIONS: � \ \ \ � # DATE COMMENT 60' ROW RESERVATION � ' � o � \ � � I WELD COUNTY ROAD 45 � \ � (PHYSICAL ROAD DOES NOT EXIST) � ��9s � a A 04/24/23 Civil Development 5et \ � � REC 9763 i � d \ ��,r � �� w. ., I BK 86 PG 276 \ � \�!j NOBLE ENERGY OIL TANK " ' REC 4362387 � � � � � � \ � �cys � \ I "� • Q�� \ c \ � \�� \ ��,✓ � 9s \ �� NOBLE ENERGY I f� a� � � � � \ � ¢ OIL WELL EQUIPMENT � \�qs \ \ x � � � � I X s �` \ \ \ � \� \ \ I � � � � _ . p \ � \ � a 0 � �� v-!� � ^ ',t; c�j / � � \ \ � � � DITCH CROSSING , Q oQ � J / � / \ \ c9� \ \ \ \ \ PIPE�S OPEN TO INOORTHE / VP � y / \ " \ � � � I BURIED TO SOUTH � " / , � \ � � � I UNKNOWN UNDERGROUNDALIGNMENT I � i \ \ \ \ ' .�:, � ,,, �, . o s / \ \ I � J� - � �� , � � � \ � I i � � " \ 9s \ \ \ \ _ — — AS i � / \ \ `� \ � , � I _ — — — � � \ \ \ \ 20 ACCESSEASEMENT I LESLIE D. MATSON _ _ _ — — — — �As ��As _ _ _ PID: 096134100062 — — �As � — — � \ � \ SOCO WATTENBERG CORPORATION / (NOTA PART) r �As � — — — \ c.� \ \ REC 3211298 � I \ I r - - - 30' NATURAL GAS PIPELINE EASEMENT _ �. . \ s \ I \ I I APPROXIMATE LOCATION �; \ \ � \ I I � SNYDER OPERATING PARTNERSHIP / \ \ I \ � I I L. P. \ \ � � I APPROXIM TE LOCATION � I REC 2279706 \ c.� \ I � NATURAL GAS LINE '�Y � � � I � I I � � � � � SHANNON S. STEVENSON I � \ � � � Q � � � ) � PID: 096135200058 I I I � �' ,� tS Q � � o � � \ (NOT A PART) � I I I � � � � • , �` � \ \` EX. DIRT ROAD CENTERLINE (TYPJ e � POINT OF ACCESS � � � � I GRAVEL TWO TRACK I I � o �[ o ' Y I � OIL WELL � I \ \ I I / � � � � BUNTING 18- 35 I Q I � � � NOBLE ENERGY I I I I � TEMPORARILYABANDONED I D I � � PER COGCC I � �, � SUBJECT PROPERTY � I I I I � � � L O T B � � I I I � � R E C O R D E D E X E M P T I O N � I I I I > NO. 0961 - 35- 02 RECX 17- 0143 � � � \ � D I ' � I EXISTING RESIDENCE (APPROX.) �, I W � � � �+ 7 2 0' 150' 300' 450' � I I Q 6 9 6 A C R E S) I Q I I CENTER PIVOT IRRIGATION `� O W N E R: L E S M A T S O N C O N S T R U C T I O N, I N C. � ` 30' NATURAL GAS PIPELINE EASEMENT W/ELECTRIC PUMP � Z 1 \ APPROXIMATE LOCATION I I UNDERGROUND WATERAND ELECTRIC P A R C E L /D: 0 9 6 1 3 5 2 1 0 0 0 0 1 I W \ SNYDER OPERATING PARTNERSHIP I c, I A L I G N M E N T N O T K N O W N I L L L. P. I � I , �. REC 2279706 � , o � I ' I I I I `� - � � , � J e � � � — � � � � � I � - • • ' 20' ACCESS EASEMENT — — \ LESLIED. MATSON I I ` � �,3 � �. I I � SOCO WATTENBERG CORPORATION PID: 096134100062 I I �';, < ' �� ' � � � REC 3211298 V S S A u b u r n \ (NOTA PART) I N I ' o " ' � _ • I � I �. � � }� I � I OUTLET DITCH D I I • , G' LOWER LATHAM RESERVOIR �'y�, . � . �� \ I I � � � , OIL WELL , I I I I � e -�� '� '� _� I I ' � - BUNTING 5- 35 ` ; I � , S o I a r L LC 60' ROW RESERVATION • ° �'' NOBLE ENERGY I � I I WELD COUNTY ROAD 45 I N I � , PER COGCCTLY ABANDONED � I I GARY EDSTROM \ (PHYSICAL ROAD DOES NOT EXIST) I � o ' I I I PID: 096135000008 W e I d C o u n t y, C o I o r a d o REC 9763 � � o � tl � (NOT A PART) BK 86 PG 276 I I � ' � � I \ REC 4362387 ' a e � � @ ' � � I I � � O ` } � ',� ' I � I �, I • `� BUILDING, I I \ I • �`�. ONE STORY I � I • • \ I °� _ ' _, 105' X 50' I E x i s t i n g � � � � �6p � I � \ 4665 ,> ' ' Conditions N � I ,\ ; e �.; e � ; . o o I � / 20' ACCESS EASEMENT SOCO WATTENBERG CORPORATION � � I 1 / REC 3211298 � D � - � �' I �t.. � o �r' 7 I / M / � V I O e / M 6 I O O ' � O � �rl V \ . ` � x s J � POINTOFACCESS ' bN — P�H � PRELI M I NARY � \ D GRAVEL ROAD GAS LINE cc RN AVE PI poH � w � EASEMENT NOT pOH � ` G �pH — � \ PROVIDED m Po�_ �Po,�� N T F R N TRU TI N � \ — — — — — — — — — — x ON - POH LOWER LATHAM RESERVOIR COMPANY GAS _ �A�- - T�A� GAS �� - � �F LOWER LATHAM RESERVOIR COMPANY P�H POH P PI�NOT A PART) 51 DATE : O4/24/ Z O 2 3 � GAS GAS GAS GAS GAS �, � D PID: 096135000051 v 4' FENCE, BARBED WIRE o I I (NOT A PART) � o SHEET: C � OO r M � O Z � USE BY SPECIAL REVI EW PERM IT - USR23 - TBD USS Auburn Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 0961352100001 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 35 , Township 5 North , Range 65 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. " �`� i �ti ' LEG E N D : NONPARTICIPATING PROPERTY �9� Po —� — - CO RD 52 - - - - - - � POI ACCESS ROAD - - I _ � _ _ CO RD 52 _ - - - - - - RIGHT- OF -WAY LINES GAS GAS GAS GAS GAS GAS EASEMENT LINES PROPOSED UTILITY POLES / � � EX. INDEX CONTOUR __ _ - � i � � , s � a EX. INTERVAL CONTOUR � � � � - EX. GRAVEL ROAD CENTERLINE . / i � � EX. FENCE / i � . �qs 20 ' ACCESS EASEMENT � P�H � EX. OVERHEAD POWER i ` , �As EX. GAS PIPELINE i . �, � ', � � � � O EX. WATER INFRASTRUCTURE � i� unnv \ ` � \ �qs PREPARED FOR: �� ` °"' EX. OIL INFRASTRUCTURE � ' � � O EX. ELECTRIC INFRASTRUCTURE � � � � � � � � � � PROPOSED SOLAR ARRAY , � � � . � \ EX. DIRT ROAD CENTERLINE TYP. N „ _ , _ ' � J}� � � '" / i � , qs � � � - - - - - - - - - - - - - - - PROPOSED MODULE SETBACK �° / I �L \ \ , ', i , • • • • • • • • • • • • • • • • • • • • • • • PROPOSED INFRASTRUCTURE SETBACK ' �"::� i � �� '� = � i � . PROPOSED RESIDENCE SETBACK ' "- ._. �°° . �➢�°'' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ __ �,_ �y 0.��. I \ � i � � � cqs � — PROPOSED ACCESS ROAD ` / i G � � \ � X PROPOSED SECURITY FENCE 100 N 6th St. #410B / � �L � , � � PROPOSED ELECTRICAL EQUIPMENT Minneapolis, MN , 55403 / � � � urnv PROPOSED UNDERGROUND COLLECTION � � �9s I i ` :`, . , , . � oMv PROPOSED OVERHEAD COLLECTION REVISIONS: i :� � � �' � � PROPOSED UNDERGROUND BORING # DATE COMMENT I i G�� ; • \ � `� �� WAT PROPOSED WATER LINE REROUTE A 04/24/23 Civil Development 5et I • � • •�C9s w a 60 ' ROW RESERVATION FOR i � ' • • • 'C � ��,r �� r I WELD COUNTY 45 (PHYSICAL i � � �� . , , , , ROAD DOES NOT EXIST) � � `� . • c � � ' ' I i � \ • ~� 9S I �� : G,yS �� --�. . � �� n I �I NOBLE ENERGY OIL•TANK \ `\\ \ cqs ¢ .. SYSTEM SPECIFICATIONS I � . i ' ��s �� : i G�G NOBLE ENERGY � � � : SYSTEM SIZE DC 6, 780 kW I i � OIL WELL EQUIPMENT � � � � � i 30 ' APPROXIMATE LOCATION - . , �; � � :' 50 ' FRONT YARD SETBACK (TYP.) SYSTEM SIZE AC 5,000 kW i NATURAL GAS EASEMENT ' ' , . � \ ��s \• �;' I i � �a • , . � ,•�� . \ DC/AC RATIO 1 . 356 I G� ' • \ • � \ � I I G • � � � � � � � � � � � � \ \ \ \ i PROPOSED UNDERGROUND MVAC BORING S \ \ � � � MODULE RATING 540 W i �P � \ c.� � �,LO� PROPOSED 130 SETBACK FROM ACTIVE WELLS (TYP.) I i � � � ` . TOTAL MODULE QTY 12, 555 i \ \ � / I � � - � . � - GAS G \ I - GAS x � x x x x � � . \ � TOTAL NO. 108 MODULE TRACKER RACKS 67 CdAS - GAS � \ � C9� \ � \ \ \ � I �i PROPOSED 81 MODULE TRACKER RACK (TYP.) � � � • • • ' � ' " • • I TOTAL NO. 81 MODULE TRACKER RACKS 37 • • . I i - � \ . • � �� . , \. � � . I TOTAL NO. 54 MODULE TRACKER RACKS 43 . � � , APPROXIMATE LOCATION i PROPOSED 54 MODULE20.0 G • : , 20. 0� � \ �\ • I NATURAL GAS LINE � . � TRACKER RACK (TYP.) � � \_\ `� : I INTER- ROW SPACING 13 . 8 ' � i X Q � �� I . i i ; �� ; I PITCH 21 . 3 ' i • � . I i PROPOSED 108 MODULE �'• � ' � '• . , . \ I GCR 35 . 2% i TRACKER RACK (TYP.) X < X .. . I �� •PROPOSED SECURITY FENCE (TYP.) FENCED AREA 27.9 ACRES I � i i � , - � I � I i � I i X � � I � � f � � i < i � � i I PROPOSED 50 ' SETBACK FROM INACTIVE WELLS (TYP.) � ; I � I i x x 201 � I NOTES: \ ' � . • ' � � " ' • � 333 ' � i �" ,• '•; c i � EXISTING RESIDENCE (APPROX.) ` 1 . INSTALLATION TO COMPLY WITH NEC 2017 ARTICLE 690 AND ALL PROPOSED UNDERGROUND MEDIUM � o' 150' 300' 450' 1 � ' ' � APPLICABLE LOCAL, STATE AND NATIONAL CODES OR REGULATIONS . I i �'• . , , . •' VOLTAGE CABLE (TYP.) i Q ` 2 . EQUIPMENT SHALL BE LABELED PER NEC 690 AND XCEL ENERGY . . . . \ i PROPOSED 20 ' ACCESS GATE (TYP.) X i Z REGULATIONS . � P , i � 1 3 . 12 ' ACCESS ROADS SHALL BE DESIGNED TO ACCOMMODATE ALL \ � � �� ; LL CONSTRUCTION, OPERATIONS, MAINTENANCE, AND UTILITY TRAFFIC ^ ii Q'� ` ' THROUGHOUT THE SITE . I i / - - UMV - UMV - UMV � X _ � • � � � • • • � � � ' 4. DIMENSIONS TO PROPERTY LINES AND EXISTING FEATURES ARE � � .� APPROXIMATE PENDING SURVEY. � ,` � ' _� ; �P� n r1 n n r1 n n n n • " ' • ., �� :, ,� - - - - - - - _ 5 . THE AREA WITHIN THE SECURITY FENCE WILL BE VEGETATED WITH A \ � PROPOSED ELECTRICAL EQUIPMENT (TYP.) '• � • . , , , . . • ' POLLINATOR- FRIENDLY NATIVE HABITAT MIX. � � � � � � � U SS Au bu rn � � � PROPOSED SITE ACCESS \ N i } . . x � i •. .• � i ' • • . . • . • � i ' � ~ ' I ' �P ' So ar LLC � , � , \ i } X ' PROPOSED 12 ' WIDE ACCESS ROAD (TYP.) � N ; � 131g;� � ,� ' � Weld County, Colorado � �} � ' \ i , ' } � 50 ' SIDE AND REAR YARD SETBACK (TYP.) i , ' EXISTING BUILDING � n ' � � . � ; P } �I + � , � } PV S � te Plan � \ 109 ' ', � LI- � ' 20.0 ' , � i 20,0 ' x x x � x N \ � i x , ' � PROJECT BOUNDARY (TYP.) � � D � a �' � � � • • • , i m I D ' ' . � � I � • � � � � � � • / / • / M � • • / 0 � � � � �rl N \ I x �X � � � / / s J � � • / � � N Zo. o � � � ' ' ' � � ' ' �� / ' / / / pOH �¢ PRELI M I NARY , � Q . . . � RN pVE � POH - a � D X x X x x X � . • • . � pO H � F E pOH - N O T F O R C O N S T R U C T I O N � � �' , • �_� � � o � WAT WAT WAT WAT . � . P� pOH � - - - - - - - - - - - - - - - - - - - - - - '- - - - - � . m - - - - - - - - - - - - - - - - - - - - - - - - - - �J - - . . a � o � . - POH 0 4 2 4 2 0 2 3 , E GAS — O GAS GAS GAS • • oON � _ \ N � ai , - - - OH P . POH POH POH P � DATE : . _ _ , . � GAS �as �as �as �as � PROPOSED WATER LINE REROUTE o � I � o SH EET: C � O O r M � O Z � USE BY SPECIAL REVI EW PERM IT - USR23 - TBD USS Auburn Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 0961352100001 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 35 , Township 5 North , Range 65 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. " �`� i �ti ' LEG E N D : NONPARTICIPATING PROPERTY �9,r P° \ _ J _ � _ � _ _ CO RD 52 . _ - - RIGHT- OF -WAY LINES - CORD52 - - - - - - / � GAS GAS GAS GAS GAS �as EASEMENT LINES / � EX. INDEX CONTOUR I i � � c qs � a EX. INTERVAL CONTOUR � i � � - EX. GRAVEL ROAD CENTERLINE � . / i � � EX. FENCE i . / i ` . cqs � P�H � EX. OVERHEAD POWER i ` , �As EX. GAS PIPELINE i . �, � ', � � � � � O EX. WATER INFRASTRUCTURE � i� unnv \ ` � \ �qs PREPARED FOR: �� ` °"' EX. OIL INFRASTRUCTURE � ' � � O EX. ELECTRIC INFRASTRUCTURE � � � � � � � � � � PROPOSED SOLAR ARRAY � � „ / i � � ` , �q a PROPOSED MODULE SETBACK � _ , _ " '}� � � / I �L \ \ s � . �. , i , • • • • • • • • • • • • • • • • • • • • • • • PROPOSED INFRASTRUCTURE SETBACK ' �"::� i � �� '� = � i � . PROPOSED RESIDENCE SETBACK ' "- ._. �°° . �➢�°'' . _ _ �,_ �y 0.��. I \ � i � � � cqs � — PROPOSED ACCESS ROAD ` / i G � � \ � X PROPOSED SECURITY FENCE 100 N 6th St. #410B / � �L � , � � PROPOSED ELECTRICAL EQUIPMENT Minneapolis, MN , 55403 / � � � urnv PROPOSED UNDERGROUND COLLECTION � � �9s I i ` :`, . , , . � oMv PROPOSED OVERHEAD COLLECTION REVISIONS: i :� � � �' � � PROPOSED UNDERGROUND BORING # DATE COMMENT Ii G�� ; • \ � `� �� WAT PROPOSED WATER LINE REROUTE A 04/24/23 Civil Development 5et � � � � �c9s �/ a PROPOSED SILT FENCE • • • • • � • c�s \ PROPOSED CONSTRUCTION ENTRANCE I ; � �� 9� , � �� F . . . . I i � �� . • cq � ' • ' � .~ EXISTING GROUND SLOPE i � � . ti� s � �� : G,yS �� I ~ � � � ¢ I � � \ \\ I � \ \\ C�S �. . \ II . \ C"S'S \� •. i G�G '•, \ � \ \ : NOTES: I I • \ � \\ • i �' • . . �; \ "� ; 1 . INSTALLATION TO COMPLY WITH NEC 2017 ARTICLE 690 AND ALL I i � • , � �-�s �` ,:� APPLICABLE LOCAL, STATE AND NATIONAL CODES OR REGULATIONS . ; �P • , . � .•�� 2 . EQUIPMENT SHALL BE LABELED PER NEC 690 AND XCEL ENERGY I i G�G / � ' • • . , , . . . , . . , , \ � � � � � REGULATIONS . � �� '� ,,. o .�\ \ � ` , 3 . 12 ' ACCESS ROADS SHALL BE DESIGNED TO ACCOMMODATE ALL �i � T� a.,.,�M `'PS � `��o � ��s \ � ` , \ CONSTRUCTION, OPERATIONS, MAINTENANCE, AND UTILITYTRAFFIC I , � � ` , THROUGHOUT THE SITE . ' I � � � � I 4. DIMENSIONS TO PROPERTY LINES AND EXISTING FEATURES ARE I i GAS - GAS � G � x x x x x � � � ` � / APPROXIMATE PENDING SURVEY. I - GAS - ` c � � � � 5 . THE AREA WITHIN THE SECURITY FENCE WILL BE VEGETATED WITH A CdAS � 9� � \ � I �, I POLLINATOR- FRIENDLY NATIVE HABITAT MIX. � � � � , : � . . . . . -f` • • . j } o° � : • • � \\ e . I � �.� � � � • � � :� \ c.� \ \� I I i < ; � � \ �� . i N >; � �\ `� � I � i � i � X Q � ) � : I � o � � . I • \\ • I i I i '•, �� ;• PROPOSED SILT FENCE (TYP.) � X G N X ••� . , • , . . . . . . • ' � •\•1 ••• \ I I � � � 11�1 I 1 I � I I 1 I I � I Q x c � I � I c�o � f 1 � � o � I I ^�° � I I O a�o I I � � ^' ,L1� I i � i i � • • � � � • x x I \ I c � . . � I � � � � ,• � I � 3 I `� i : : � i ; ` 0' 150' 300' 450' 1 I • • I i • • ACCESS ROAD TO BE BUILT AT GRADE � � ' ' • • ' ' � • X � Q ` x ' Z \ TO PRESERVE EXITING DRAINAGE PATTERNS 1 II ; �P � '� W \ ^ i X ` � LL i i . , . . . . . . . II � � - - UMV - UMV - UMV � x. - I � •, • I . • • � . -L - - - - _ \ I �Q" •• • • •• / • ' - - - - • • � ' • I • • / • , • I � � " • n i } ; ° ; x �� PROPOSED CONSTRUCTION ENTRANCE u A � u r n � i '• , ,•' � SEE DETAIL GD05 ON SHEET C401 i . , , , , . � i ' � ~ ' I ' �P ' So ar LLC � , � � } ,� � x � � N ' � ' � Weld County, Colorado � , � Q �,�b , � s� } p� i \ � �} I � i I \ � 10�010 / i � I � � � � P � / i } • � � � � , , � s � te Hyd roiogy � \ ; � x x x , � �X x i ti \ I � � � I i � D � a �' � � � • • • , i m I D ' ' . � � I � • � � � � � � • / / • / M � N I • • / � \ i x 1 .03% : � : ' - Y , x , � . � � I • • • • • •• � • . . . • ' �•• / POH � o � N ; � / / � � � / / POH �¢ PRELI M I NARY , � Q . . . RN pvE � POH - a � � D X x X x x X � . • • . � pO H � F E - ppH - N O T F O R C O N S T R U C T I O N � � , � � � WAT WAT WAT WAT ' . �. P� pOH 0 rm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . _ • � • • a � . - POH 04 24 2023 E ' GAS GAS GAS GAS • • • • • • , • oON ai \ — OH P . POH POH POH • P DATE : / / � � � GAS GAS GAS GAS GAS � y, o � I � /�■ o SHEET: // r ` M � O Z � USE BY SPECIAL REVI EW PERM IT - USR23 - TBD USS Auburn Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 0961352100001 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 35 , Township 5 North , Range 65 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. ', I � 36" GRAVEL WORK AREA � i I � CL OR AS SHOWN ON � � I ELECTRICAL EQUIPMENT SEE ELECTRICAL PLANS � " I � I ELECTRICAL PLANS I i I � 6 6 I � � I o > o > I � � I � Q � Q CONCRETE 5LAB x i I I � � SEE STRUCTURAL PLANS I � � 2% SLOPE 2% SLOPE � � � EXTEND STONE I PROPOSED SITE ACCESS � s- -� BASE TO EDGE OF I I EXISTING �, EXISTING AGGREGATE I ACCESS DRIVE I � � �� GR�UN� GROUND WORKING PAD I � ; � CL SEE SHEET C.200 I x I � I i 6 , 6 , FINAL FINISHED I I i � J GRADE I I i I PREPARED FOR: � � O w 4 a e a O O w w > \ \\ \ \ \ 1 � � � � 4 ACCESS — '5— — — N � � � o w � EXISTING / , /\/\/\/\/\/ ` ° ° ` ° a � DRIVE � I �� \ - � �� _ , _ ,._ .� :y . .... O 2 /o SLOPE �� _ .: w � 2% SLOPE �� GRpUN� \,\�\i\�\i��\/��\/�\\/ /� /��j� � �\ ��\ ��\ �� o i� , I ��:;� MIN . 2" STONE BASE //` //� �\ �\/ � i �- .<_ _°�:,..,n�'- EX�STING �— , �. /i. � � � GR�UND X I N , �� _ - >i;a.,.. WITHIN WORKAREA INSTALLCONDUIT I i� � I � SEE STRUCTURAL PLANS FOR AND BACKFILL PROPOSED CONSTRUCTION ENTRANCE 16 ' ACCESS DRIVEWAY CONCRETE REVEAL REQUIREMENTS SEE ELECTRICALAND SEE DETAIL GD05 ON SHEET C401 � 100 N 6th St. #410B STRUCTURAL PLANS I I X I ,�' � Minneapolis, MN , 55403 NOTES : i ,� � i � � REVISIONS: 1 . SEE STRUCTURAL PLANS FOR FOUNDATION SUBGRADE PREPARATION AND FROST PROTECTION, IF I � � I # DATE COMMENT REQUIRED. � � � NOTES : 2. SEE ELECTRICAL PLANS FOR CONDUIT INSTALLATION AND BACKFILL REQUIREMENTS . X � �� A 04/24/23 Civil Development 5et 1 . CONTRACTOR SHALL CONSTRUCT CROSS - SLOPE ROAD SECTION WHERE ACCESS 3 . SEE ELECTRICAL PLANS FOR EQUIPMENT LOCATIONS ON THE PAD. � � I ROADS ARE CONSTRUCTED ON A SIDE SLOPE, AND WHERE OTHERWISE NOTED ON 4. FINAL TOP OF CONCRETE PAD ELEVATION SHALL BE AT LEAST 2" ABOVE THE SURROUNDING FINAL I ,� I � PLANS, TO ENSURE THAT ROADS AND SHOULDERS REMAIN WELL DRAINED AT ALL FINISHED GRADE . CONTRACTOR SHALL ENSURE FINISHED GRADE PROVIDES POSITIVE DRAINAGE ,' I � TIMES. AWAY FROM EQUIPMENT PAD. � ,' � � Westw�ood TYPICAL SOLAR ACCESS DRIVE RD01 ��d NPICAL ELECTRICAL EQUIPMENT ON CONCRETE SLAB I N V0 � W�� TYPICAL SITE ENTRANCE DETAIL E N T01 - PROFILE VIEW 1 " = 40' CORNER, TERMINAL OR CROSS MEMBER BRACE POST PULL POST IF REQUIRED 6" DIA. MIN . (TYP.) LINE POST 20.0' GATE POST TUBE STEEL FRAME ./� / ��/ I- � i LOCKABLE LATCH ;��" ' _ � � � � � � _ ��--�� \ /� i _ WOVEN WIRE FABRIC I � Z _:-:-:-.,- , -:-:-:-.,- . -.,-..-:- � �� - � : ,. l. � / I co � : - --,—:--.—:—.._�—.—..—.. � �� BRACE WIRE i I I I I I GALVANIZED WIRE MESH ./� _ i I I_ � - - - - WELDED TO FRAME - - - - - �!� _.-- . -.-: . - - -., -. -; ;. . ;-. .-- . --- . -:-. .- ; -- ;-.., -- . --- . -.. � : l l � l l l l � . �. ./ ./� �\ /� /� ` � i�. � i I I 1=1 I 1=1 I I - _i=___—i=, ,— -�I I—I I—i i�— —i=__—i—i��— --i—__ ' I 1=i I I I I I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-I � �=i � �_� � �=i i �=1 I I-1 I I-1 I I-1 I I-1 I I-1 I 1=� � i=� � �—� "—" '—" '—' � �—� � �—� � �—" '—" '—" '—� � �_� i i=� I 1=1 I 1= _ _ -1 I 1=1 � �=i i �_� � �=i i i=1 I 1= _ _ = 1=' � �= _� � �_� � �=i � �-i i I-I � �-i i �_� � � i � �_i i �-� � �-i i �_� � i �_I I I-1 I I-1 I I ,-. -. . .- -. . .-. . .- -. . .-. . .- -„ ,-. . . -i i i-i i i-i i i . i i i-i i i-i i i-i i . GRADE � SEE FENCING COMPANY SPECIFICATIONS FOR MAX. SPACING NOTES : 1 . FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION 2. STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER NOTES: 3 . DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION TO BE PROVIDED BY 1 . FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION MANUFACTURER/SUPPLIER 2 . STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER 4. A KNOX PAD LOCK WILL BE PLACE ON CHAINED GATES OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS. 3 . DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION TO BE PROVIDED BY MANUFACTURER/SUPPLIER 5. SEE NOTES IN DETAIL FN01 ON THIS SHEET. Westw�ood TYPICAL LIVESTOCK FENCE DETAIL F N 03 �� TYPICAL LIVESTOCK FENCE VEHICLE GATE DETAIL F N 04 (NOT TO SCALE) (NOT TO SCALE) U SS Au bu rn NOTES: � 1 . DANGER LABEL FOR SECURITY FENCE; SPACED EVERY 100 FEETAROUND So l a r L LC ° PERIMETER OF ARRAY. SIGNS SHALL BE AT LEAST 14 GAUGE GALVANIZED STEEL OR � ALUMINUM OR MINIMUM 3/32 '� THICK UV 1 ' MINC OVERT BOVE MATCH INTO EXISTING GRADE Weld Cou nty, Colorado M STABILIZED POLYCARBONATE OR 4: 1 MAX SLOPE 12' ACCESS DRIVE PLEXIGLASS WITH 20 YEAR MINIMUM LIFE MATCH INTO EXISTING H I G H VO LTAG E K E E P O U T UV RESISTANT PAINT/LAMINATE FINISH . � � �E 4: 1 MAx s �oPE DRAINAGE STRUCTURES LOCATED FASTEN TO FENCE WITH A MINIMUM OF (4) AT SITE ENTRANCE. SEE PLAN _ - GALVANIZED STEEL OR 1 /4 " NOMINAL SHEET C.200 . . � � ~ HEAVY DUTY UV STABILIZED ZIP TIES. Typ I C � I D � l � I I S � PHOTOVOLTAIC ARRAY � (� EXISTING � � EXISTING � � GROUND CULVERT GROUND � �, _ a � AUTHORIZED PERSON N EL ON LY � � o � INSTALL CULVERT TO MATCH EXISTING DITCH SLOPE, SET N N INVERT 6" BELOW DITCH BOTTOM � � PRELI M I NARY � � � 2 � � NOT FOR CONSTRUCTION � � 0 � m a a - 04/24/ 2023 � DATE : � � WestNwod TYPICAL DANGER LABEL FOR SECURITY FENCE S N 0 �W°°d TYPICAL CULVERT SECTION VIEW G D0 Q V � SHEET: � C400 0 r M � O Z � USE BY SPECIAL REVI EW PERM IT - USR23 - TBD USS Auburn Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 0961352100001 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 35 , Township 5 North , Range 65 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. 36 " WIDE FILTER FABRIC DRIVEN WOODEN 5 ' MIN STEEL/WOOD � STAKES TO BE � FLOW NOTES : PERPENDICULAR P� T- POST �� 1 . FIBER ROLLS SHALL BE INSTALLED PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES UNSLOPE DISTURBED TO SURFACE FL0V1/ �`� � � FLO�N COMMENCE . AREA/PROJECT SITE � -� / ��NP� _ �- PONDING HEIGHT 2 STRAWOLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE RICE P��Q �� p, � �,� FLAX, OR A SIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT fLOV1L FLOW � ,��,��,��,��,�%;`% ° �N FILTER FABRIC, ATTACH TUBULAR ROLL BY NETTING . USE A 6 " OR 12 " DIA. ROLL. -�- -� \S-��1G P `''�`%��;>��'T`��'��;��,�� :��'::�'<�:�%:�%:,�T��6 SQ PC� �' TEMPORARY RADIUS TO f SECURELY TO UPSTREAM 3 . TRENCHES SHALL BE CREATED ALONG THE SLOPE OF THE PERIMETER. THE EX ASSIST WITH DELIVERIES (TYP.) SIDE OF POST WITH TRENCH DEPTH SHOULD BE 1 /4 TO 1 /3 OF THE THICKNESS OF THE ROLL, AND THE 3 - 501b TENSILE STRENGTH WIDTH SHOULD EQUAL THE ROLL DIAMETER, IN ORDER TO PROVIDE AREA TO 5 ' STEEL PLASTIC ZIP -TIES PER BACKFILL THE TRENCH . T - POST POST WITHIN TOP 8 " OF 4. STAKE FIBER ROLLS INTO THE TRENCH . DRIVE STAKES AT THE END OF EACH FIBER 15 ' RADIUS (TYP.) FABRIC ROLL AND SPACED 4 FEET MAXIMUM ON CENTER. USE WOOD STAKES WITH � ��_ RUNOFF NOMINAL CLASSIFICATION OF 0. 75 IN BY 0. 75 IN . AND A MINIMUM LENGTH OF 24 WRAP ENDS UPSLOPE TO PREPARED FOR: STANDARD DETAIL "_" '_ , CONTAIN RUNOFF FROM �� i�� 111=111 *� � � �� SET CONSTRUCTION ENTRANCE ' - � g IN . OVERLAP ROLLS , . uiTiiiiiTi ;�': : BACK FROM PUBLIC ROAD ��N TRENCH WITH NATIVE BACKFILL 12 " MIN . �� " " ' l' 5 . ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, AND CONSTRUCTION AREA A MINIMUM 6 " }� SEE SHEET C. 300 M\N��,1�� ; � �� ''� � � 4 " PARALLEL TO THE SLOPE CONTOUR. UNDISTURBED AREA � J '�` � � ,�2 � , � ; FABRIC SLICED INTO SOIL 6. TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM ' ��;;� FODS REUSABLE CONSTRUCTION WITH COMPACTED GOING AROUND THE ROLL. THE UPSLOPE POINT SHOULD BE A MINIMUM 6 ° _ _. �- .tr .. ^:e..ig `•.>li�0.r1YY ENTRANCE INSTALLED IN A 1X5T BACKFILL HIGHER IN ELEVATION THAN THE LOW POINT. - � CONFIGURATION OR APPROVED EQUAL 7. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED A MINIMUM OF 6 INCHES, NOT ABUTTED. 1 00 N 6th St. #41 0B 8. FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A TEMPORARY 10. FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS FOR Minneapolis, MN , 55403 NOTES: NOTES : APPLICATION ONLY AND SHOULD BE REMOVED FOLLOWING STABILIZATION . THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS RECOMMENDED THAT AT A MINIMUM , THE 1 . CONSTRUCTION ENTRANCE SHALL ADHERE TO CDOT REQUIREMENTS FOR VEHICLE 1 . INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT FIBER ROLLS USED IN A PERMANENT APPLICATION SHALL BE ENCASED WITH A BMPS BE INSPECTED WEEKLY, PRIOR TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN REVISIONS: TRACKING CONTROL. WHEN ACCUMULATED TO 1 /3 THE HEIGHT OF THE FABRIC OR MORE. BIODEGRADABLE MATERIAL AND MAY BE LEFT IN . EVENTS, AND AFTER THE CONCLUSION OF RAIN EVENTS . # DATE COMMENT 2. CONSTRUCTION ENTRANCE SHALL BE INSTALLED PER MANUFACTURER 2 . REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE 9. TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN UP GRADIENT 11 . REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. SPECIFICATIONS . SEDIMENT OFF - SITE AND CAN BE PERMANENTLY STABILIZED . AREAS ARE STABILIZED PER GENERAL PERMIT REQUIREMENTS, AND/OR 12. SEDIMENT THAT ACCUMULATES UPSLOPE OF THE BMP SHOULD BE PERIODICALLY REMOVED IN A 04/24/23 Civil Development 5et 3 . IF SEDIMENT TRACKING IS OBSERVED ON EXISTING PAVED ROADWAY, THE 3 . SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING POLLUTANT SOURCES NO LONGER PRESENT A HAZARD. BUT, THEY SHOULD ALSO ORDER TO MAINTAIN BMP EFFECTIVENESS . SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT CONTRACTOR SHALL SCRAPE AND SWEEP THE SURFACE . EFFICIENCY. BE REMOVED BEFORE VEGETATION BECOMES TOO MATURE SO THAT THE ACCUMULATION REACHES ONE -THIRD THE DESIGNATED SEDIMENT STORAGE DEPTH . 4. REGULAR INSPECTION AND MAINTENANCE SHALL BE PERFORMED OVER LIFE OF USE. 4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE REMOVAL PROCESS DOES NOT DISTURB MORE SOIL AND VEGETATION THAN IS 13 . RILLS OR GULLIES MAY BEGIN TO FORM FOLLOWING MAJOR STORM EVENTS WHERE RUNOFF HAS 5 . LENGTH MAY BE NEED TO BE EXTENDED AS NECESSARY TO IMPROVE PERFORMANCE. BOTTOM OF FABRIC IS HIGHER THAN " PONDING HEIGHT " . NECESSARY OVERTOPPED THE FIBER ROLLS . THESE RILLS OR GULLIES SHOULD BE PROMPTLY REPAIRED. Westw�ood CONSTRUCTION ENTRANCE G DO 5 ��d SILT FENCE G D03 �� TYPICAL FIBER ROLLS FOR PERIMETER CONTROL G D42 NOT TO SCALE NOTES : SPACING FOR STAPLES 4' *AN APPROVED ALTERNATE MAY BE USED* SLOPE RATIO STAPLES/YARD ° 1 . DIMENSIONS MAY VARY BASED ON MODULE SELECTED. * USE AS NEEDED* 2: 1 (H :V > 1 .2 STAPLES � � � - = �`� 2 . SOLAR EQUIPMENT TO RETAIN 1 ' OF FREEBOARD FROM THE WSE X 2 : 1 - 1 1 1 .7 STAPLES �� ' - 12 3 . NO HABITABLE STRUCTURES PROPOSED ON SITE � ,, � � ,� �� BERM �� -� -� ii �, -, -, iiii � � �" � TAMP DIRT i�\ OVER MAT/ VARIES PER MODULE SELECTED z ' - VARIES c., �,� > '. a; ��` BLANKET �, � � ` ��, N �Q ��Q�" r r /\��/\��/\/\��/j��. % / / / ' � ' _ � r �\�j\�j��` i; r � _ _, .., � _ ; r � � r r /�. ' %\��. ' " � r r j� GENERAL A A � �V RIES i�� STAPLE � Q- � �� \ � PATTERN @ j\��i�. �� 6. 5 ' ROCKACCESS MIN . 4° � � r ' \\��\\ � �� 1`�E� ��O�H � OVERLAP � �/j��/j./ � i 4' Pg��1A1ER ' URCE � CONCRETE � r � ��:'� ��' 5� 9 B v e v � WASHOUT SIGN ° ��/�`�/ � �� N N � EARTH BERM � SILT FENCE ' � � � � ��j,�// � i� NON -WOVEN GEOTEXTILE � � MULTCH & SEED � /��/ � FILTER FABRIC UNDER t t � �� TYPICAL TREATMENT NOTE5 : ,�� `� � WET SLOPE LINING TYPICAL SLOPE <i,,i, ii� ii� 1 . CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT ��, ; � -� Pg�E CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. SOIL STABILIZATION ��\,� WA1ER � ISOMETRIC VIEW IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER. NOTES: � � � WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS . 1 . REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION REQUIREMENTS . - 2 . MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. SECTION A-A 3 . SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS . t MINIMUIM 1 ' FREEBOARD BETWEEN DRIP 4. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. WATER SURFACE ELEVATION EDGE OF PANEL AND WSE 1 . 5 ' MIN SILT FENCE 5 . LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. IMPERMEABLE LINER 6. DO NOT STRETCH . 7. BLANKET TYPE AND WEIGHT MUST BE CHOOSEN BASED ON SITE CONDITIONS AND ' MANUFACTURERS RECOMMENDATIONS . ,,. � 8. STAPLE LENGTHS SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS. Westwood TYPICAL TRACKER PANEL PROFILE VIEWS TRK01 �� CONCRETE WASHOUT AREA G DOV W��d TURF REINOFORCEMEONTIMATS FOR S OPES G D21 NOTES : SILT FENCE OR OTHER PS� � PS� � Psc1 1 . DIMENSIONS MAY VARY BASED ON INVERTER AND ELECTRICAL EQUIPMENT SELECTED. APPROVED PERIMETER � 2 . SOLAR EQUIPMENT TO RETAIN 1 ' OF FREEBOARD FROM THE WSE . SEDIMENT CONTROL s� 3 . NO HABITABLE STRUCTURES PROPOSED ON SITE. 3 ' MIN ELECTRICALEQUIPMENT �� V SS Au bu rn STRING INVERTER � . . . . . � � STOCKPILE : . : ;. . . : . : . . ::. . . :..: � A a � Solar LLC , � ` / esG Weld County, Colorado a ; . . o � A� / PSc FINAL `�` � Qs� FINISHED ` Psc GRADE PLAN VIEW � Typical Details � 1 ' MIN . FREEBOARD MAX SLOPE SILT FENCE OR OTHER � WATER SURFACE 2 APPROVED PERIMETER � ELEVATION � SEDIMENT CONTROL � � � � m � a M � "' z 1 ' MIN . FREEBOARD � WATER SURFACE ELEVATION N � 3 PRELI M I NARY ° ��` SECTION A-A o � RA ° E � \/ ;\\�;�\�;�\�;�\�;�\`;\\j , NOTEs : NOT FOR CONSTRUCTION m //� //' �� //�, / 1 . SOIL STOCKPILES SHALL BE LOCATED ON SITE AND BE ENCLOSED WITH SILT FENCE OR a � OTHER APPROVED PERIMETER SEDIMENT CONTROL. IF THE SOIL IS TO REMAIN € TYPICAL STRING INVERTER TYPICAL EQUIPMENT PAD 04/24/ 2023 � EXPOSED FOR MORE THAN 7 DAYS, IT SHALL BE HAND BROADCASTED AND MULCHED DATE : a Q ACCORDING TO THE NPDES PERMIT. V� i o I N \ / 01 SS0 � SHEET: � � O 1 o Westwood TYPICAL INVERTER AND EQUIPMENT PAD PROFILE VIEWS V Westwood SOIL STOCKPILE PROTECTION M a NOT TO SCALE � z � USE BY SPECIAL REVI EW PERM IT - USR23 - TBD USS Auburn Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 0961352100001 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com DEVELOPMENT STANDARDS All in Section 35 , Township 5 North , Range 65 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. 1 . Site Specific Development Plan and Use by Special Review Permit, USR23 - TBD, is for a Solar Energy 25 . The Use by Special Review area shall be limited to the plans shown hereon and governed by the foregoing Facility in the A (Agricultural ) Zone District, subject to the Development Standards stated hereon . 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 2 . Approval of this plan may create a vested property right pursuant to Section 23 - 8 - 10 of the Weld Commissioners before such changes from the plans or Development Standards are permitted . Any other changes County Code . ( Department of Planning Services) . shall be filed in the office of the Department of Planning Services 3 . Any future structures or uses onsite must obtain the appropriate Zoning and Building Permits . 26 . 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 4 . The facility is unmanned and will operate year round . Limited maintenance personnel may visit the Permit by the Board of County Commissioners site once operational . PREPARED FOR: 27 . Construction or Use pursuant to approval of a Use by Special Review Permit shall be commenced within three ( 3 ) 5 . Height limitation . Ground - mounted solar collectors shall not exceed 25 feet in height, measured from the highest years from the date of approval , unless otherwise specified by the Board of County Commissioners when issuing the natural grade below each solar panel to the highest extent of the solar panel rotation . original Permit, or the Permit shall be vacated . The Director of the Department of Planning Services may grant an � _ , _ � J}� � � � extension of time , for good cause shown , upon a written request by the landowner . ` �?�; 6 . Glare . The Solar Energy Facility shall be placed so that concentrated solar glare from its solar collectors will not be =- ��" �� .�_ n . ,n. � _ ��aY�0.r1�^ 4 directed toward or onto nearby properties or roadways at a • ny time of the day. 28 . 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 100 N 6th St. #410B 7 . Dust mitigation . The operators of the SEF shall continuously employ the practices for controlling fugitive dust, approval process expires . The landowner may notify the Department of Planning Services of a termination of the use, Minneapolis, MN , 55403 detailed in their accepted Dust Mitigation Plan , per Section 23 -4 - 1030 . C .4 of the Weld County Code, as amended or Planning Services staff may observe that the use has been terminated . When either the Department of Planning REVISIONS: Services is notified by the landowner, or when the Department of Planning Services observes that the use may have # DATE COMMENT 8 . Underground cables . All electrical cables on the improved area shall be buried , except for direct current string been terminated , the Planner shall send certified written notice to the landowner asking that the landowner request A 04/24/23 CivilDevelopment5et wires that connect between solar collectors, direct current collection circuits between rows of solar arrays that are no to vacate the Use by Special Review Permit . more than four (4) feet above grade crossings, substations, switchyards, and circuit voltages greater than 34 . 5 kilovolts (where necessary) . 29 . 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 9 . Fencing . The Solar Energy Facility shall be enclosed with a security fence, as approved , pursuant to the Fencing Revised Statutes, minerals are vital resources because (a ) the state ' s commercial mineral deposits are essential to the Plan shown heron . Appropriate signage shall be placed upon such fencing that warns the public of the high voltage state ' s economy; ( b) the populous counties of the state face a critical shortage of such deposits; and (c) such deposits therein . 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 . 10 . Stormwater management. The Operator of the Solar Energy Facility shall comply with the approved Final Drainage Report and the required Storm Drainage Criteria pursuant to Chapter 8, Article XI of the Weld County Code . Mineral resource locations are widespread throughout the County and people moving into these areas must Ground mounted solar collector systems shall be exempt from impervious surface calculations if the soil under the recognize the various impacts associated with this development . Often times, mineral resource sites are fixed to their collectors is designated hydrologic A or B soil groups by the Natural Resources Conservation Service ( NRCS ) . geographical and geophysical locations . Moreover, these resources are protected property rights and mineral owners should be afforded the opportunity to extract the mineral resource . 11 . Decommissioning . The site shall adhere to the accepted Decommissioning and Reclamation Plan . Weld County shall have the right to draw upon the irrevocable standby letter of credit, or other form of financial security, to pay for 30 . WELD COUNTY ' S RIGHT TO FARM STATEMENT: Weld County is one of the most productive agricultural counties decommissioning in the event that the holder has not commenced decommissioning and reclamation activities within in the United States, typically ranking in the top ten counties in the country in total market value of agricultural 90 days of the Board of County Commissioners ' order or Resolution directing decommissioning and reclamation . 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 12 . The site shall be maintained in accordance with accepted Property Maintenance Plan 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, 13 . During construction , all liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, wildlife, lack of city noise and congestion , and the rural atmosphere and way of life . Without neighboring farms, C . R. S . § 30 - 20 - 100 . 5 ) shall be stored and removed for final disposal in a manner that protects against surface and those features which attract urban dwellers to rural Weld County would quickly be gone forever. groundwater contamination Agricultural users of the land should not be expected to change their long - established agricultural practices to 14 . During construction , no permanent disposal of wastes shall be permitted at this site . This is not meant to include accommodate the intrusions of urban users into a rural area . Well - run agricultural activities will generate those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facllities off- site impacts, including noise from tractors and equipment; slow - moving farm vehicles on rural roads; dust from Act, C . R. S . § 30 - 20 - 100 . 5 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 ; 15 . During construction , waste materials shall be handled , stored , and disposed of in a manner that controls fugitive and the use of pesticides and fertilizers in the fields, including the use of aerial spraying . It is common practice for dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions . The facility shall operate agricultural producers to utilize an accumulation of agricultural machinery and supplies to assist in their in accordance with Chapter 14, Article I of the Weld County Code 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 16 . During construction , adequate toilet facilities and handwashing units shall be provided . Portable toilets shall be not be found to be a public or private nuisance if the agricultural operation alleged to be a nuisance employs serviced by a cleaner licensed in Weld County, contain hand sanitizers, be screened from public view, and removed methods or practices that are commonly or reasonably associated with agricultural production . when construction is completed . Water has been , and continues to be, the lifeline for the agricultural community. It is unrealistic to assume that 17 . Fugitive dust and fugitive particulate emissions shall be controlled throughout the duration of construction of the ditches and reservoirs may simply be moved " out of the way " of residential development . When moving to the facility. County, property owners and residents must realize they cannot take water from irrigation ditches, lakes, or other V SS Au bu rn 18 . The operation shall comply with all applicable rules and regulations of state and federal agencies and the Weld structures, unless they have an adjudicated right to the water. County Code . Weld County covers a land area of approximately four thousand (4, 000) square miles in size (twice the size of the S o I a r L LC State of Delaware) with more than three thousand seven hundred (3 , 700) miles of state and County roads outside of 19 . The property owner or operator shall be responsible for controlling noxious weeds on the site, pursuant to municipalities . The sheer magnitude of the area to be served stretches available resources . Law enforcement is based Weld County Colorado Chapter 15 , Articles I and II , of the Weld County Code . on responses to complaints more than on patrols of the County, and the distances which must be traveled may delay � 20 . The access to the site shall be maintained to mitigate any impacts to the public road , including damages and/or all emergency responses, including law enforcement, ambulance, and fire . Fire protection is usually provided by volunteers who must leave their � obs and families to respond to emergencies . County gravel roads, no matter how off- site tracking . 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 Weld Cou nty - � 21 . The property owner shall comply with all requirements provided in the executed Road Maintenance Agreement. in rural areas, in many cases, will not be equivalent to municipal services . Rural dwellers must, by necessity, be more � ,� . . . . . . self- sufficientthan urban dwellers . Deve opment � 22 . The historical flow patterns and runoff amounts on the site will be maintained . Sta n d a rd s m N 23 . The property owner or operator shall be responsible for complying with the Design and 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 � Operation Standards of Chapter 23 of the Weld County Code . . . . . . . � traffic, sandburs, puncture vines, territorial farm dogs and livestock, and open burning present real threats . PRELI M I NARY � 24 . Necessary personnel from the Weld County Departments of Planning Services, Public Works, and Public Health Controlling children ' s activities is important, not only for their safety, but also for the protection of the farmer' s NOT FOR CONSTRUCTION � and Environment shall be granted access onto the property at any reasonable time in order to ensure the activities livelihood . m a a � carried out on the property comply with the Conditions of Approval and Development Standards stated herein and all DATE : O4/24/ ZO23 Qapplicable Weld County regulations V � SHEET: � C402 M � O Z � Attachment 2 USDA Web Soil Survey Map Hydrologic Soil Group—Weld County, Colorado, Southern Part in N 4 0O M M O O k 530590 530660 530730 530800 530870 530940 531010 40° 21 38 N --a I.,- - v: y i4 S--1, ` 7gOrkk _ _ �_ ,. ‘44\1/4 1.' Ilk said_ - , ' - ,, ft . \I , ,,• ' - . - . - - .' • c ts i sIi I I •4 ' L • k 9 1 -t b1/2'' — :n l� e • e , i ' 000..dietia"/ rA : I in .. • ler i. Di: P rp rat r .r- et . . - ./Aleart ay" ~ fir '' ' 0 W - 0 -.1' r , • ,fir ; h- As ' #0i ill 0,, ...all' ;1, 5r, .,. ' p it .. , +� 'id f 41L-715. -' - . r 5 p r•- I' 1� — _ - _ —_ - nty�H , �: co‘.. ate ,( • i ra;It . eda- ...--7.---_, :----..-- r , t A AID isTa • bill Map may not be valid at this scale. Jrc\i ij ; 40° 21' 19" N I - I I—_ I 40° 21' 19" N 530590 530660 530730 530800 530870 530940 531010 j M ct nil Map Scale: 1 :2,900 if printed on A portrait (8.5" x 11") sheet. en "' Meters ° N 0 40 80 160 240 A Feet 0 100 200 400 600 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 :::::., M Natural Resources Web Soil Survey 4/19/2023 aiii Conservation Service National Cooperative Soil Survey Page 1 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part MAP LEGEND MAP INFORMATION Area of Interest (AO!) ® C The soil surveys that comprise your AOI were mapped at Area of Interest (AOI ) 1 : 24 ,000 . 0 C/D Soils0 D Warning : Soil Map may not be valid at this scale. Soil Rating Polygons A O Not rated or not available Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil A/D Water Features line placement. The maps do not show the small areas of Streams and Canals contrasting soils that could have been shown at a more detailed B scale . Transportation B/D Rails Please rely on the bar scale on each map sheet for map C Interstate Highways measurements. C/D US Routes Source of Map : Natural Resources Conservation Service D Web Soil Survey URL : Major Roads Coordinate System: Web Mercator (EPSG :3857) Not rated or not available Local Roads Maps from the Web Soil Survey are based on the Web Mercator Soil Rating Lines Background projection, which preserves direction and shape but distorts * A distance and area . A projection that preserves area , such as the mew Aerial Photography Albers equal-area conic projection , should be used if more A/D accurate calculations of distance or area are required . kaws B This product is generated from the USDA-NRCS certified data as BID of the version date(s) listed below. HoeC Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data : Version 21 , Sep 1 , 2022 C/D Soil map units are labeled (as space allows) for map scales kipii D 1 : 50 ,000 or larger. ise Not rated or not available Date(s) aerial images were photographed : Jun 8, 2021 —Jun 12, 2021 Soil Rating Points A The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background ® A/D imagery displayed on these maps. As a result, some minor B shifting of map unit boundaries may be evident. 0 B/D Natural Resources Web Soil Survey 4/19/2023 aa Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 72 Vona loamy sand, 0 to 3 A 27.9 100 .0% percent slopes Totals for Area of Interest 27.9 100.0% Description Hydrologic soil groups are based on estimates of runoff potential . Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation , are thoroughly wet, and receive precipitation from long-duration storms . The soils in the United States are assigned to four groups (A, B , C , and D ) and three dual classes (A/D , BID , and C/D ) . The groups are defined as follows : Group A. Soils having a high infiltration rate (low runoff potential ) when thoroughly wet. These consist mainly of deep , well drained to excessively drained sands or gravelly sands . These soils have a high rate of water transmission . Group B . Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep , moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture . These soils have a moderate rate of water transmission . Group C . Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture . These soils have a slow rate of water transmission . Group D . Soils having a very slow infiltration rate (high runoff potential ) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential , soils that have a high water table , soils that have a claypan or clay layer at or near the surface , and soils that are shallow over nearly impervious material . These soils have a very slow rate of water transmission . If a soil is assigned to a dual hydrologic group (A/D , BID , or C/D ) , the first letter is for drained areas and the second is for undrained areas . Only the soils that in their natural condition are in group D are assigned to dual classes . Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Natural Resources Web Soil Survey 4/19/2023 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part Tie-break Rule: Higher Natural Resources Web Soil Survey 4/19/2023 Conservation Service National Cooperative Soil Survey Page 4 of 4 STARR & WESTBROOK, P.C. ATTORNEYS AT LAW 210 EAST 29TH STREET LOVELAND,COLORADO 80538 TELEPHONE 970-667-1029 RANDOLPH W. STARR Email Randy@starrwestbrook.com MICHAEL A.WESTBROOK Email:Mike@starrwestbrook.com Monday,July 24, 2023 Weld County Planning Division 1402 North 17th Ave Greeley, CO 80631 Email Only to: daungst@weld.gov Attention: Diana Aungst Re: Case Number: USR23-0028 Comments of The Lower Latham Reservoir Company Dear Diana: The following are the comments of The Lower Latham Reservoir Company (the "Company") with respect to the above land use proposal. 1. The Company owns an exclusive easement across this property as legally described in the Warranty Deed dated September 24, 1898, and recorded November 2, 1898, at Book 454 at Page 155 of the Weld County records. A copy of that Warranty Deed is attached to these com- ments. The Company also owns additional easement rights across the property included in the development that are not shown on the plat of the property submitted to the County. 2. The Company has ownership of certain property adjoining the land included in this pro- posed land use development. The location of the Company's easement is included within the development. The location of the Company's easement is not properly shown on the plat, and the plat should be corrected to show the location of that easement as described in the Deed. 3. The plat apparently shows one overhead electric line crossing over the property and ease- ment of the Company. This proposed crossing and any other crossing that may become neces- sary,whether for roads,utilities, or other facilities,will require prior written approval of the Company for any crossing of its property and easement. 4. The applicant must not place any fence within the property and easement and the applicant shall not install any gates or fences on or across the Company's easement and property without the prior written approval of the Company. 5. The Company would identify to the applicant and the County that there may be subsurface waters that arise in this development and that there are periods of time when, due to water flow- ing within the reservoir and ditch system and otherwise, that portions of the property receive significant amounts of subsurface water that is very near to the surface or resides on the surface. Also, the property lies below the elevation of the Lower Latham Reservoir, and if the spillway on Weld County Planning Division -2- Monday,July 24,2023 the Reservoir operates at a time of high water, then portions of the property could become in- undated by water flowing in the outlet canal of the Reservoir. Due to these matters, the utility of certain portions of the property for construction of structures could potentially be unavailable. The Company has no plans to alter its operations that would cure this surface and subsurface water issues. A note should be inserted on the plat of the development regarding these issues. 6. The applicant should acknowledge that historic irrigation and drainage patterns should be maintained on the property so that there are no changes in the operation of the Company's facil- ities. A drainage plan should be prepared by a licensed engineer to analyze and report on any change in drainage patterns caused by the development of the property. The Company should be provided with a copy of that plan and the Company should have the opportunity to review and comment on the plan. The applicant should be required to maintain the existing irrigation and drainage patterns so that the quality of water entering the ditch from irrigation and from precipitation and other sources is maintained, and so that there is no change in point or type of drainage into the ditch that will occur. The applicant should be required to monitor and identify any pollutants or other hazardous materials that enter the ditch and should agree to stop any such deposit in the ditch system. A note should be inserted on the plat of the development re- garding these issues. 7. The Applicant should acknowledge that: 1) No livestock watering, swimming, tubing, canoe- ing or other use of the ditch or water in the ditch or reservoir is allowed; 2) No dumping of re- fuse,including but not limited to garbage,waste materials,grass clippings, tree and shrub prun- ings,motor oil, chemicals,pesticides or herbicides is allowed; 3) No pumps for irrigation are al- lowed in the ditch; 4) No use of the ditch easement for hiking, biking,horseback, motorcycle, off road vehicles or other motorized or non-motorized vehicle shall be allowed. A note should be inserted on the plat of the development regarding these issues. If further information is needed concerning these comments, then you should contact me. Sincerely, Randolph W. Starr pc/enc: Owner and Owners'Address Leslie D.Matson 6929 Poudre River Road,Unit 3 Greeley,CO 80634 Applicant and Applicant's Address US Solar Development LLC 100 N 6th St.,Suite 41 OB Minneapolis,MN 55403 Engineer and Engineer's Address Westwood 8401 Greenway Blvd.,Suite 400 Middleton,WI 53562 5 _iSC - ---- ww86,.nTrnBo&soonD-foe ow,w,..!P,•41.e e..EA{.)..• .z+w.f.C...7.aa:as.Cdw il 5 --- i' this Elect), Ma,this..- 3.h- ..................an;;of. -Jna -u WARRANTY Y DEED if ------ — .lh, area.of our fnrrt one than3e„d rigl!1 hundred coat ainefrr..��:..f'.f.'� hat,errn roux I E�?tt,� :Sii�u. ,- 'lk,l0.W.J7iR.i'v'1...CV,i-.4�..... :r{: ✓..._ lll:L'T_'LL l e / � � . I �1Ci�.til e7 �G.el -Se# ....... 1.._.4h!!1:-'i h'V•,f..s�..l�'; n• � f sere r ',!e�,;r �r' Zr t...,rJr.,� .... a;e.:state of ,r use real az- �a-�" r:a x a-ate u s 1_.._L�n rasa K ..R.°il y of EFa Comnty �` i1�\ and State of Cotorcdo, of Ehe vend r>=r r i St?7s, ,COLURAs,i7,t— . ha �° °..w.� IF IWSSETH. 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I fL'5: - \ �k sin ... % ` ' D Ir l , (' • :we,"rh, ,IN:ANI:rr• rJn+x, 1 c:,rc, 3 \ • ~ I\\\\\ /ay 5/ � ��` � ��/ B I 'l v r \ P � � .• Zo 62/'Z /arm_ eser /h.., .6C ,a�rt'y __ - ' A—r/v7� /3urnar_e-i,✓rz _cC,•l2lp \-' ':/2/1,J'T^ai7 , 'r,M f` „> c Submit by Email z r, � :: c iflea , Weld CountyReferral . - pi I June 26, 2023 The Weld County Department of Planning Services has received the following item for review: Applicant: LESLIE MATSON Case Number USR23-0028 Please Reply By: July 24, 2023 Planner Diana Aungst Project: A Site Specific Development Plan and Use by Special Review Permit for a Solar Energy Facility (SEF) outside of subdivisions and historic townsites in the A (Agricultural) Zone District. Parcel Number 096135200001 -R8952591 Legal: LOT B RECX17-0143, BEING PT NW4 SECTION 35, TSN, R65W of the 6th P.M., Weld County, Colorado. Location: South of and adjacent to CR 52 and East of and adjacent to CR 45 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. I We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: 12 We have reviewed the request and find no conflicts with our interests. See atta hed J tter. Signature 9Date _30 % 06 101 Z01 3 Agenc WEST GREELEY. CONSERVATION DISTRIC Weld County Planning Dept. PO Box 758, Greeley, CO 80632 Tel:(970)-400-6100 Fax:(970)-304-6498 ,1 r tT i . L i tj. i ��• i 4 - • * \ I\ , . _kJ 1.„)::-4, A 1 1. Jia i1 D r , y -9 - *- I 14 • tNrilk- • i J- - r i it i j : -I 1P . r I litD - Nlir lit - - .. _—I I - rise- - -�. •t .... I(I � ' '! ' di Y i II r }l• �' f 1. �� Illy ' I�. I ` / ! III •''" r .�, .dr.... /fr_i ...... ...., l'es ilif _ t far jir J* . , ' I h• d alb �lei:C' 'rf fit. •." ��' II ' i f a 1 f -s- la,' 4 it " ,... .. per . e/ y r d,stTie • • . r �/ 'ill.off or,---.,,-.1.-- : • 07 i r , fad rr At 4 !� flf_ f I ;! ± I el r •Pr, prie4:t re r f J • I tye ,N • l ] III , i 1 i ,f,et i / • •yr AffI • Th-f rota it i'. ' . it r f rf ��i ' SI 10. •4:0;9;0 VI 1 /4:111P .. .' " w .9iv • e- t IsII•Iliettfor/Air •t 4 - y.. N ffie ill . ip par 1r ' '4 • - r es .7 Si 45H,Gift 'RAF fate sie I* twat sit tat* lib . i . s 1, • f! West Greeley Conservation District (970) 356-6097 Below is a list of the soils and their limitations according to the USDA, Weld County Soil Survey. _ i Map . Shallow Dwellings Dwellings with Small Septic Tank Prime Farm . . Symbol Excavations Name Soil Texture Excavations without basements Commercial Absorption Land ,w, if Addltlonal Comments - - _p 72 Vona Loamy Sands Sli, : ' Slight Slight Slight No - T - - - - _ a , - Ir i T I I - - I The West Greeley Conservation District recommends that the applicant does an on site soils test prior to any construction. For a more complete soils description consult the Weld County Soil Survey or contact our office at (970) 356-8097. If you or the applicant have any questions please feel free to call our office. i wEST GREELEY , , ,. . /. .. iCONSERVATI * N r f • At • i ;' t 0 ., , DISTRICT __ _ . r iir • • • ite -* 4 itile , * •ii : 'IV tati I . fri". ° "iv - 4 .4.41,J, , j- A titi A . de % , trip 1 tt 4 i iir 476 li 1 - cc ,,., tr i - -c. - 4 , • . -W • .:1 i :-..`L. ii. 46_. i - i or, stir trt 4 te No St .r. * ass : ' il 0111 v ♦ � rr �„ t , .. „a, - ' ��---� 11. �1 4 Y i '' !P ± 11 _z AL teat _ Produced by the West Greeley Conservation District COLORADO qp,. W Division of Water Resources Department of Natural Resources July 25, 2023 Diana Aungst, Planner III Weld County Department of Planning Services Transmission via email: daungst®weld.gov Re: Planning Use by Special Review Permit Case Number: USR23-0028, Applicant: US Solar, LLC Part of the NW 1/4 of Sec. 35, Twp. 5N, Rng. 65W, 6th P.M., Weld County Water Division 1, Water District 2 Dear Diana Aungst: We have received your June 26, 2023 referral regarding the above-referenced Planning Use by Special Review Permit to allow a new solar project on a 72.69-acre parcel described as Lot B of Recorded Exemption No. RECX17-0143 located at 22196 County Road 52. This referral does not appear to qualify as a "subdivision" as defined in section 30-28-101(10)(a), C.R.S. Therefore, pursuant to the State Engineer's March 4, 2005 and March 11, 2011 memorandums to county planning directors, this office will only perform a cursory review of the referral information and provide informal comments. The comments do not address the adequacy of the water supply plan for this project or the ability of the water supply plan to satisfy any County regulations or requirements. In addition, the comments provided herein cannot be used to guarantee a viable water supply plan or infrastructure, the issuance of a well permit, or physical availability of water. According to the referral, the proposed drinking water supply source for the solar project construction team will be bottled water provided by the contractor. A review of our records indicate well permit no. 38194, 5966-R-R, and 5967-R are located on the subject property. Well permit no. 38194 was issued on June 12, 1969 and decreed as Cymanski Well #6 in case no. W4024 on February 4, 1974 for stock watering purposes. As permitted, the well cannot be used for the proposed solar project (such as dust control). Well permit no. 5966-R-R was issued on June 16, 2016 for the replacement of an existing well with permit no. 5966-R and is operating pursuant to the decree in Division 1 Water Court Case no. W- 4024 as Cymanski Well #3 and the augmentation plan in case no. 03CW0099. The well is permitted to withdraw 270 acre-feet per year for the irrigation of 90 acres located in the NW' of Section 35, Township 5 North, Range 65 West, 6th P.M. The well as permitted, cannot be used for any other uses besides those allowed per permit no. 5966-R-R. If the applicant plans to use the well for the proposed solar project (such as dust control) the applicant would need a change of water right in the decree in case no. W-4024. ov cotO, 1313 Sherman Street, Room 821, Denver, CO 80203 P 303.866.3581 www.colorado.gov/water " 7 o Jared Polis, Governor I Dan Gibbs, Executive Director I Kevin G. Rein, State Engineer/Director *k },,--,/,i. *1876-4 ' USR23-0021 USS Auburn Solar, LLC, Weld County Page 2 of 2 July 25, 2023 Well permit no. 5967-R is operating pursuant to the decree in Division 1 Water Court Case no. W- 4024 as Cymanski Well #4 and the augmentation plan in case no. 03CW0099. The well is permitted to withdraw 270 acre-feet per year for the irrigation of 90 acres located in the NW' of Section 35, Township 5 North, Range 65 West, 6th P.M. The well as permitted, cannot be used for an other uses besides those allowed per permit no. 5967-R. If the applicant plans to use the well for the proposed solar project (such as dust control) the applicant would need a change of water right in the decree in case no. W-4024. So long as the water associated with the solar project is obtained by bottle water and/or an outside legal source, our office has no comments regarding the proposal. Additionally, our records show that permit no. 38194 and well permit no. 5967-R are not currently in the landowners' name. The Applicant should file a change of owner name/contact information form for these (and any other wells located on the property) with our office to update the contact information for the wells, available at: https://dwr.state.co.us/eforms?search=change%20of%20owner%20name Please contact Mike Matz at 303-866-3581 x8241 or at michael.matz@state.co.us with any questions. Sincerely, for loana Comaniciu, P.E. Water Resources Engineer Ec: Referral no. 30880 Applicant (luke.gildemeister@us-solar.com) Water well permit nos. 38194, 5966-R-R, and 5967-R files Hello