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Ordinance 2023-34 202400004207 DEBBIE GILLETTE RECORDER- KENDALL COUNTY, IL RECORDED: 04/19/2024 10:14 AM RECORDING FEE 57.00 PAGES: 134 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS ORDINANCE NO. 2023-34 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, ILLINOIS,APPROVING A SPECIAL USE FOR THE PROPERTY GENERALLY LOCATED AT EAST OF CANNONBALL TRAIL AND NORTH OF THE BURLINGTON NORTHERN SANTA FE RAILROAD LINE (Bristol Ridgel05—Solar Farm) Passed by the City Council of the United City of Yorkville,Kendall County,Illinois This 10th day of October, 2023 Prepared by and Return to: United City of Yorkville 651 Prairie Pointe Drive Yorkville,IL 60560 Published in pamphlet form by the authority of the Mayor and City Council of the United City of Yorkville,Kendall County, Illinois on October 13, 2023. Ordinance No. 2023-34 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, ILLINOIS, APPROVING A SPECIAL USE FOR THE PROPERTY GENERALLY LOCATED AT EAST OF CANNONBALL TRAIL AND NORTH OF THE BURLINGTON NORTHERN SANTA FE RAILROAD LINE (Bristol Ridge 105—Solar Farm) WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, under section 11-13-1.1 of the Illinois Municipal Code(65 ILCS 5/1-1-1, et seq.), the Mayor and City Council of the City(collectively, the"Corporate Authorities") may provide for the classification of special uses in its zoning ordinance; and, WHEREAS, pursuant to the United City of Yorkville Zoning Ordinance (the "Zoning Code"), any person owning or having an interest in property may file an application to use such land for one or more of the special uses provided for in the zoning district in which the land is situated; and, WHEREAS, Turning Point Energy, LLC, ("the Lessee") is leasing approximately 26 acres for the proposed installation of a freestanding solar energy systems on the property owned by Daniel B. Light located immediately north of the BNSF railroad line and east of Cannonball Trail (the "Subject Property"), within the corporate limits of the City legally described in Section 2 of this Ordinance (the "Subject Property"); and, WHEREAS, under the authority of the Zoning Code, the Subject Property is located in a designated A-1 Agricultural District and freestanding solar energy systems are allowed with a special use permit; and, WHEREAS, the Corporate Authorities have received a request from the Lessee for a special use permit for the Subject Property to allow the solar farm with freestanding solar energy systems; and, WHEREAS, a legal notice of publication regarding a public hearing before the Planning and Zoning Commission on the proposed special use permit was duly published in a newspaper Ordinance No.2023-34 Page 2 of general circulation in the City, not more than thirty (30) nor less than fifteen (15) days prior to the public hearing; and, WHEREAS, notice to property owners within 500 feet of the Subject Property identified for the special use permit was sent by certified mail; and, WHEREAS, the Planning and Zoning Commission convened and held a public hearing on May 10, 2023, for the consideration of the special use application; and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Section 10-4-9(F) and 10-19-4-C of the Zoning Code; and, WHEREAS, upon conclusion of said public hearing, the Planning and Zoning Commission recommended the approval with conditions for the special use for the Subject Property for a solar farm with freestanding solar energy systems. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That the Corporate Authorities hereby approve a special use for the Subject Property, legally described as: THAT PART OF THE FOLLOWING DESCRIBED PARCEL LYING EASTERLY OF THE CENTERLINE OF CANNONBALL TRAIL: A PART OF THE NORTH HALF OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF THE PUBLIC HIGHWAY LEADING NORTH FROM HUNTSVILLE, IN SAID DIRECTION AT A POINT WHERE THE EASTERLY LINE OF SAID HIGHWAY INTERSECTS THE SOUTHERLY LINE OF ELIZABETH RIDER'S LAND; THENCE EASTERLY, ALONG THE SOUTHERLY LINE OF SAID ELIZABETH RIDER'S LAND 315 FEET, TO THE SOUTHEAST CORNER THEREOF, THENCE NORTH AT RIGHT ANGLES WITH SAID FIRST LINE ALONG THE EAST LINE OF SAID RIDER LAND, TO THE CENTER OF SAID BRISTOL ROAD; THENCE NORTHEASTERLY, ALONG THE CENTER OF SAID HIGHWAY, TO THE SOUTHERLY LINE OF LAND BELONGING TO HARRY C. ECCLES; THENCE SOUTHEASTERLY ALONG THE SOUTHERLY LINE OF SAID ECCLES LAND, TO A POINT IN SAID SOUTHERLY LINE 60 CHAINS FROM THE EAST LINE OF SAID SECTION; THENCE EAST, ALONG THE SAID SOUTHERLY LINE OF SAID HARRY C. ECCLES LAND TO THE 8TH SECTION LINE, AND BEING THE WEST Ordinance No.2023-34 Page 3 LINE OF N.C. RIDER'S LAND; THENCE SOUTH, ON SAID 8TH SECTION LINE AND RIDER'S WEST LINE TO THE RIGHT OF WAY OF C.B. AND Q. RR CO.; THENCE SOUTHWESTERLY, ALONG THE NORTHERLY LINE OF SAID RIGHT OF WAY OF SAID RAILROAD CO. TO WHERE THE SAME IS INTERSECTED BY THE NORTHERLY LINE OF JAMES KENNEDY'S LAND; THENCE WESTERLY ALONG THE NORTH LINE OF SAID KENNEDY'S LAND, TO THE NORTHWEST CORNER OF SAID JAMES KENNEDY'S LAND; THENCE NORTHERLY ALONG THE HIGHWAY TO THE PLACE OF BEGINNING, INCLUDING THE EAST HALF MILE OF HIGHWAY WESTERLY AND BORDERING SAID PREMISES; EXCEPTING FROM THE ABOVE PREMISES TWO LOTS 4 BY 8 RODS EACH IN THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PREMISES, HERETOFORE DEEDED TO JOSEPH KENNEDY AND JAMES KENNEDY, SITUATED IN THE TOWN OF BRISTOL, KENDALL COUNTY, ILLINOIS. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED REAL ESTATE HERETOFORE CONVEYED TO COMMONWEALTH EDISON COMPANY BE DEED RECORDED AS DOCUMENT NO. 73-1974, TO THAT PART OF THE NORTH HALF OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 15 AND THE NORTHWESTERLY RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN (FORMERLY CHICAGO, BURLINGTON AND QUINCY) RAILROAD; THENCE SOUTH 74 DEGREES 19 MINUTES 17 SECONDS WEST ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID RAILROAD, A DISTANCE OF 2910.45 FEET TO THE SOUTHEAST CORNER OF "REEVES" LAND DESCRIBED IN DEED RECORDED MARCH 13, 1952, AS DOCUMENT #101936; THENCE NORTH 3 DEGREES 10 MINUTES 43 SECONDS WEST ALONG THE EASTERLY LINE OF SAID "REEVES" LAND A DISTANCE OF 12.80 FEET TO THE NORTHEAST CORNER THEREOF; THENCE NORTH 81 DEGREES 50 MINUTES 18 SECONDS WEST ALONG THE NORTHERLY LINE "REEVES" LAND, A DISTANCE 340.18 FEET TO THE INTERSECTION OF SAID LINE WITH A LINE DRAWN 150 FEET NORTHWESTERLY OF, MEASURED AT RIGHT ANGLES TO, AND PARALLEL WITH THE NORTHERLY TIGHT OF WAY OF SAID RAILROAD; THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST ALONG SAID PARALLEL LINE A DISTANCE OF 331.83 FEET; THENCE NORTH 15 DEGREES 40 MINUTES 43 SECONDS WEST, PERPENDICULAR TO THE LAST DESCRIBED LINE, A DISTANCE OF 40 FEET; THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST ALONG A LINE OF SAID RAILROAD, A DISTANCE OF 2941.14 FEET TO THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 0 DEGREES 13 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER, A DISTANCE OF 197.57 FEET TO THE POINT OF BEGINNING; ALL IN KENDALL COUNTY, ILLINOIS, Ordinance No.2023-34 Page 4 ALSO EXCEPTING THEREFROM THAT PART OF THE NORTHWEST 'A OF SECTION 15, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN AS DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF CANNONBALL TRAIL (BEING THE CENTER LINE OF STATE ROUTS 10, SECTION 19-15D) AND A LINE DRAWN PARALLEL WITH AND 80.0 FEET, NORMALLY DISTANT, SOUTHERLY OF "ELIZABETH RIDER'S LAND", THENCE EASTERLY ALONG SAID PARALLEL LINE 239.10 FEET; THENCE SOUTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 354.96 FEET TO THE NORTH LINE OF A TRACT OF LAND CONVEYED TO JAMES KENNEDY BY WARRANTY DEED RECORDED ON APRIL 21, 1982, IN BOOK 48 OF DEEDS, PAGE 480; THENCE WESTERLY ALONG SAID NORTH LINE, 106.70 FEET TO THE EAST LINE, AS OCCUPIED AND MONUMENTED, OF LANDS CONVEYED TO GEORGE MEWHIRTER BY A WARRANTY DEED RECORDED MAY 1, 1899, IN BOOK 55 OF DEEDS, PAGE 25; THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, BEING ALONG SAID EAST LINE AND SAID EAST LINE EXTENDED 132.0 FEET; THENCE WESTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 190.33 FEET TO SAID CENTER LINE; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. with Property Index Number 02-15-126-004 for use as a solar farm with freestanding solar energy systems. Section 3. That the special use granted herein shall be constructed, operated, and maintained in accordance with the following plans, diagrams, and conditions: A. Zoning Site Plan - Alt. 1, dated June 21, 2023, as prepared by Kimley Horn & Associates, Inc. (Exhibit A) B. Decommissioning Plan, as prepared by Turning Point Energy, LLC (Exhibit B) C. Wetland Delineation, dated June 2023, as prepared by Kimley Horn & Associates, Inc. (Exhibit C) D. Solar Glare and Glint Analysis, dated June 2023, as prepared by Kimley Horn & Associates, Inc. (Exhibit D) E. Stormwater Pollution Prevention Plan (SWPPP), dated June 6, 2023, prepared by Kimley Horn&Associates, Inc. (Exhibit E) F. Bristol Ridge Solar Topsoil Letter, dated June 21, 2023, prepared by Turning Point Energy, LLC. (Exhibit F) G. Bristol Ridge Solar—Native Seed Mix Letter, dated June 23, 2023, prepared by Turning Point Energy, LLC. (Exhibit G) Ordinance No.2023-34 Page 5 MIL H. The maximum height of the solar panels for this land use will be fifteen (15) feet. I. The installation of an eight(8) foot tall chain link fence with opaque slats surrounding the entire solar farm is required. J. A final landscape plan shall be submitted as part of the final engineering submittal and be approved by the City Engineer and landscaping consultant. K. The final landscape plan shall not include the Allium Cernuum species. L. A 2-year maintenance period for the establishment of the ground cover which will be inspected by the City Engineer is required. M. A Knox box with keys provided to the City's building department and Bristol Kendall Fire District(BKFD). N. A revised decommission estimate using an inflation rate of 3% over 25 years ($296,404) for a total of$625,025. O. A security guarantee of 120% of the petitioner's decommissioning estimate for a total of $750,030.00 in a form acceptable to the City Engineer. P. The proposed gravel driveway will have the top 4" CA-6 compacted and the next 8" CA- 1 compacted with a compacted subgrade and be subject to Kendall County's DOT permit requirements for connection to Cannonball Trail. Q. A blanket easement over the property to allow the City or its contractor to enter and remove the abandoned system in compliance with the City Code. R. Adherence to all comments prepared by EEI, city engineering consultant, in letters dated March 13, 2023 and July 5, 2023 (Exhibit H) n nce shall be in full force and effect uponits Section 4. This Ordinance passage, approval, a and publication in pamphlet form as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this l Oth day of October, A.D. 2023. ITY LERK Ordinance No.2023-34 Page 6 KEN KOCH AYE DAN TRANSIER AYE ARDEN JOE PLOCHER AYE CRAIG SOLING AYE CHRIS FUNKHOUSER NAY MATT MAREK ABSENT SEAVER TARULIS NAY RUSTY CORNEILS AYE JOHN PURCELL AYE APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this iB day of 0 O rir , A.D. 2023. MAYOR Ordinance No.2023-34 Page 7 EXHIBIT A ...--..—.-----......,.—,.—....-...............--,.—....1—„...--,—;;.....—.„.,--.----....—-0 ......"..--,-.„. _ t T1 $ . gpi I # a '0 1 0 hiA §... 1 $11111i 0 or e, `Ii0111,,! F $ 1"Hi i \ Ica--j ! Willir > i t 0 I ma 4, f>0.4b 1S;I'. '110111 CD I- N m 'q:eli, I 1 \! P.f:.: 0,• 7 --S - 0- ; JO* --. 1 gl. li imilipollipo! ,t0 ,t; M g 0 ? 41.t Ent i An 11-A il m o , au as '4. 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A I * 1 II M r,i TPE IL KE105, LLC ZONING SITE - .„0,,,,,— Kimley*Horn ,..0,...F—g,„ PLAN N.NIM EY HORN L 1 EXHIBIT B TurningPoint Energy development-advisory-investment KE105 Solar Facility Decommissioning Plan 1.0 Facility Description TPE KE105, LLC Solar Photovoltaic Facility is a 5 MW AC solar farm proposed at 15 Cannonball Trail, Bristol, IL 60512 in Kendall County(the"Facility").The Facility is to be constructed on approximately 34 acres located primarily on farmland without buildings. The purpose of the Facility is the generation of electricity. The Project will be interconnected to the Commonwealth Edison ('ComEd') electric distribution grid near the northwest corner of the site, along Cannonball Trail. The Facility will be a ground-mounted solar array. The solar panels will be mounted on steel and aluminum structures consisting of posts, beams, rails and bracing. Vertical steel posts will be driven into the ground to a depth of approximately eight feet to anchor the structures. The solar panels will be connected to the inverters mounted on the racking structure via copper and aluminum wire. The inverters will connect to electric panels,transformers, and then switchgear at the array location via underground wire. Output from the Facility will be connected overhead to the existing utility distribution lines. The estimated useful Facility lifetime is 35 years or more. The following list is a summary of the site features: • 5 MW Solar array consisting of silicone solar panels • Driven post steel and aluminum racking system • 8' Agricultural style fence surrounding the array perimeter. • 1 Slab on grade concrete pads for electrical equipment • Copper and aluminum wire • Underground conduit at the array location • Overhead poles and wires from the array location to utility poles. • Gravel access roads • Miscellaneous electrical equipment 2.0 Project Decommission and Recycling The Facility consists of numerous materials that can be resold or recycled for significant scrap value, including steel, aluminum, glass, copper, and plastics. (Often, current market salvage values of a Facility exceed estimated decommissioning and site restoration expenses.) The Facility has an anticipated operational life of 35 years or longer if properly maintained. At the end of operational life of the Facility, the Facility will be safely dismantled using conventional construction equipment, rather than being demolished or otherwise disposed of. 2.1 Temporary Erosion Control Temporary erosion and sedimentation control best management practices will be used during the decommissioning phase of the Facility. Control features will be regularly inspected during the decommissioning phase and removed at the end at the process. All decommissioning activities will conform with local and state regulations. Demolition debris shall be placed in temporary onsite storage area(s)pending final transportation and/or recycling according to the procedures listed below. Turning Point Energy—999 18th Street,Suite 3000—Denver,Colorado 80202 www.turningpoint-energy.com TurningPoint Energy development-advisory-investment 2.2 Permits and Approvals It is anticipated a NPDES Permit from the Illinois Environmental Protection Agency (IEPA) and a SWPPP will be required.The proposed development area of the site does not contain waters of the United States. Mottled Sculpin (Cottus bairdii) may be within the vicinity of the proposed area, but the IDNR has evaluated the site and concluded adverse effects are unlikely;therefore consultation under 17 III. Adm. Code Part 1075 is terminated. Appropriate applications for permits will be submitted and approved prior to decommission activities. 2.3 Material Removal Process The decommission process will consist of the following general steps: 2.3.1 Facility shall be disconnected safely from the power grid and all equipment shall be switched to off position. 2.3.2 PV modules shall be disconnected, packaged and returned to manufacturer or appropriate facility for recycling,or resold for other project use. 2.3.3 Above and underground cabling shall be removed and sent to an appropriate recycling facility or sold for salvage value. 2.3.4 Inverters will be disconnected from racking and shipped intact to an approved electrical equipment recycler or appropriately disposed of. 2.3.5 Racking materials shall be dismantled, removed, and recycled off-site at an approved recycler,sold for scrap value, or appropriately disposed of. 2.3.6 Fencing will be dismantled, removed, and recycled off-site at an approved recycler, sold for scrap value, or appropriately disposed of. 2.3.7 Grade slabs will be broken and removed and appropriately disposed of in compliance with local and state regulations. 2.3.8 All remaining electrical and support equipment will be dismantled,decontaminated (if appropriate)and recycled, sold for scrap value, or disposed of. 2.4 PV Module Removal and Recycling Solar photovoltaic modules used in the Facility are manufactured within regulatory requirements for toxicity based on Toxicity Characteristic Leaching Procedure(TCLP). The solar panels are not considered as hazardous waste. The panels used in the Facility will contain silicon,glass,and aluminum,which have value for recycling. Solar panels have a warranty of 20 — 25 years and useful life of 35 — 50 years or longer. The most realistic outcome for solar modules is selling them for re use in other generation projects. Modules will be sold for re use or dismantled and packaged per manufacturer or approved recyclers specifications and shipped to an approved off-site approved recycler. Per the Health and Safety Impacts of Solar Photovoltaics White Paper by North Carolina State University, section 1.2.3 Panel End-of-Life Management, modules can be recycled at the time of decommissioning. Turning Point Energy—999 18th Street,Suite 3000—Denver,Colorado 80202 www.turningooint-energy.com TurningPoint Energy development-advisory-investment 2.5 Electric Wire Removal Electric wire made from copper or aluminum has scrap value for recycling. DC wiring can be removed manually from the panels to the inverter. Underground wire in the array of the array will be pulled and removed from the ground. Overhead cabling for the interconnection will be removed from poles. All wire will be sent to an approved recycling facility or sold for scrap value. 2.6 Electrical Equipment Removal Inverters, panels, transformers, switchgear and other electrical equipment will be dismantled, packaged, and removed from the site per manufacture's specifications for removal, decontamination, disposal or recycling. Any dielectric fluids present in transformer, or other electric equipment will be removed, packaged and sent to an approved waste facility. 2.7 Racking and Fencing removal All Racking and fencing material will be broken down into manageable units and removed from facility and sent to an approved recycler or sold for scrap value. All racking posts driven into the ground will be pulled and removed. 2.8 Concrete Slab Removal Concrete slabs used as equipment pads will be broken and removed and appropriately disposed of in compliance with local and state regulations. Clean concrete will be crushed and disposed of off-site and or recycled and reused either on or off-site. 2.9 Roads Gravel from on-site access roads shall be removed and recycled. Once the gravel is removed, the soil below the access roads shall be scarified a depth of 18-inches and blended as noted in the Site Restoration section below. 2.10 Landscaping Unless requested in writing to remain in place by the landowner,all vegetative landscaping and screening installed as part of the Project will be removed. Any weed control equipment used during the project, including weed-control fabrics or other ground covers shall be removed. Landscape areas will be restored as noted in the Site Restoration section below. Turning Point Energy—999 18th Street,Suite 3000—Denver,Colorado 80202 www.turningpoint-energy.com TurningPoint Energy development-advisory-investment 2.11 Site Restoration Once removal of all Project equipment and landscaping is complete,all areas of the project site that are unvegetated or where vegetation was disturbed/removed as part of decommissioning shall be restored by the applicant. Restoration shall consist of applying additional topsoil,seed, and necessary fertilizer to ensure that adequate vegetation is established throughout the project site.Areas that exhibit compaction and/or rutting shall be scarified a depth of 18-inches prior to placement of topsoil and seed. The existence of drainage tile lines or underground utilities may necessitate less scarification depth. The Applicant is responsible for promptly repairing damage to drain tiles and other drainage systems that result from decommissioning. 2.12 Final Site Walkthrough A final site walkthrough will be conducted to remove debris and/or trash generated within the site during the decommissioning process and will include removal and proper disposal of any debris that may have been wind-blown to areas outside the immediate footprint of the Facility being removed. 3.0 Decommissioning Terms The Facility shall be decommissioned within 12 months of the end of the Facility's operational life, but outside of the winter season. Per the requirements of the Illinois Department of Agriculture(IDOA), an Agricultural Impact Mitigation Agreement(AIMA) must be signed by the Facility owner and filed with the County Board (or local AHJ). The IDOA prepared the AIMA to help preserve the integrity of Agricultural Land that is impacted by the Construction and Decommission of a Commercial Solar Energy Facility. Per the AIMA, all solar panels shall be removed from the property and the land at completion of the decommissioning phase as described in this document, and expiration of site lease, the land will be returned to the owner in substantially the existing condition as of the date hereof. 4.0 Decommissioning Cost Estimate Kimley-Horn prepared the attached Decommissioning Estimate utilizing Industry Standard prices in 2023. Removal costs were determined using RS Means Cost Data. Removal costs include materials, contractor installation/demolition, and mobilization and demobilization. 5.0 Attachments • Decommission Cost Estimate Turning Point Energy—999 18'h Street,Suite 3000—Denver,Colorado 80202 www.turningpoint-energy.com Project Name: TPE, IL KE105, LLC Project Location: Yorkville Kimley>>>Horn Decommissioning Estimate Pro Forma wlo Salvage The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. LS= Lump Sum, HR= Hours, EA= Each, LF = Linear Feet. Item Quantity Unit Unit Price Total Price Mobilization 1 LS $15,530 SWPPP, Erosion Control Measures 34 Ac $670.00 $22,780 Seeding 2.0 Ac $2,373.60 $4,747 Tilling 6" topsoil/scarifying access road 1 Ac $16,199.58 $16,200 and rough grading existing soil Remove and Recyle Chainlink Fence, 7,693 LF $5.30 $40,773 8' High Remove Power Pole 6 EA $763.70 $4,582 Removal and Recycle AC Cables 135 LF $41.93 $5,661 Removal and Recycle DC Cables 222,109 LF $0.25 $55,527 Backfill AC and DC trenches 166,507 LF $0.30 $49,952 Remove and Recycle Inverters 1 EA $7,830.49 $7,830 Removed and Recycle Photovoltaic 13,910 EA $5.40 $75,114 Modules Remove and Recycle Piles (10' W6x7 2,357 EA $5.04 $11,879 piles @ 25' OC assumed ) Remove and Recycle Support 385,809 LB $0.04 $15,432 Assemblies Subtotal: $328,648 Inflation (1.5%/year): $148,202 Total: $476,850 Notes: 1. Equipment rental rates and labor productivity and unit rates were derived from RSMeans Online(Heavy Construction, 2023 data). 2. Labor, material, and equipment rates are based on the RSMeans City Cost Index(CCI)for Joliet. 3. For PV Module Removal/Recycle labor and equipment costs are computed at present values. 4.Quantities were recorded on 06/06/2023. f 1.ilE7 C06fi2ffiCooper * osz a'"p 0r 11��a�S Dare of Expration:11-33•23 EXHIBIT C • Wetland Delineation Report KE 105 Solar Township of Bristol Kendall County, Illinois Prepared for: Turning Point Energy 3720 S Dahlia Street Denver, CO, 80237 Prepared by: Kimley-Horn and Associates, Inc. 570 Lake Cook Road, Suite 200 Deerfield, IL 60015 June 2023 DRAFT Kimley >>> Horn Table of Contents 1 Introduction 3 2 Project Description 3 3 Statement of Qualifications 3 4 Regulatory Requirements 4 4.1 State and Federal Regulations 4 4.2 Local Regulations 4 5 Mapping and Background Information 4 5.1 Topographic Map 5 5.2 National Wetlands Inventory 5 5.3 National Hydrography Dataset 5 5.4 IDNR Public Waters 5 5.5 Soil Survey 5 5.6 Federal Emergency Management Agency Floodplain 5 5.7 Aerial Photography Review 5 5.8 Precipitation 6 6 Field Investigation 6 7 Summary of Results 7 8 Report Preparation 8 9 Conclusion 8 10 Disclaimer 8 References 9 List of Tables Table 1: Wetland Delineation Summary 7 List of Figures Figure 1: Project Location Map Figure 2: USGS Topographic Map Figure 3: NWI, NHD, and LiDAR Map Figure 4. Hydric Soils Map Figure 5. FEMA Floodplain Map Figure 6. Delineation Summary Map KE105 Solar I Wetland Delineation Report June 2023 11 Turning Point Energy Appendices Appendix A: Hydric Soils Information Appendix B: Historic Aerial Review Appendix C: Precipitation Data Appendix D: Field Data Sheets Appendix E: Photos KE105 Solar I Wetland Delineation Report June 2023 12 Turning Point Energy 1 Introduction Wetland scientists Susan Mayer and Jack Tierney with Kimley-Horn and Associates, Inc. conducted a wetland investigation and field delineation for Turning Point Energy and the KE105 Solar Project in the township of Bristol, Kendall County, Illinois. The wetland investigation and delineation included Parcel ID 08-12-100-002 (the"study area").The study area consists of an agricultural field and is shown on Figure 1. A routine level 2 (onsite) wetland delineation, as outlined in the 1987 Corps of Engineers Wetlands Delineation Manual (January 1987) and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0) (August 2010) occurred on May 23, 2023. The purpose of this delineation was to identify the extent of wetlands within the study area. The information will be used to facilitate project design and determine if aquatic resource impacts are avoidable and/or if minimization of impacts can result from design modifications. 2 Project Description Turning Point Energy is proposing a community scale solar development. The project will primarily consist of ground mounted solar panels, racking, associated electrical components, with security fencing and interior access roads. 3 Statement of Qualifications Kimley-Horn has extensive experience completing wetland investigations and delineations across the United States. Kimley-Horn's personnel has been trained to use the 1987 Corps of Engineers Wetlands Delineation Manual (USACE, 1987) along with the applicable regional supplements. Kimley-Horn has experience completing off-site hydrology analysis, historic aerial reviews, and difficult or atypical situation delineations. Ashley Payne earned a Bachelor of Arts Degree in Environmental Biology from Saint Mary's University of Minnesota. She is an environmental scientist with over 14 years of experience specializing in wetland services environmental documentation and assessments, and geographic information systems mapping and data collection. During the last 14 years, she has successfully completed hundreds of delineations for various types of projects. In the last seven years, Ashley's primary focus has been the delineation of agricultural fields for future development. She is familiar with completing historic aerial reviews and off-site hydrology determinations which are required for delineation of farmed wetlands. Ashley has also obtained environmental permits for clients through efficient and thorough preparation of permit applications, and by coordinating with agency personnel. Ashley is a certified delineator in the state of Minnesota and her primary focus is environmental work in the Midwest. She has extensive experience working in Minnesota, Illinois, Wisconsin, Michigan, Iowa, and South Dakota. Susan Mayer earned a Bachelor of Science degree in Environmental Sciences, Policy, and Management from the University of Minnesota and has over four years of professional experience in environmental consulting. Susan specializes in wetland delineation, permitting, and geographic information systems management. She has led field teams in the delineation of hundreds of aquatic resources in agricultural fields, herbaceous land, and unmanaged forested areas for private sector clients. Susan has prepared permit applications and documentation for projects in Minnesota, South Dakota, Indiana, Illinois, and Iowa. She has extensive experience in GIS data management, research, development, and optimization for client deliverables and visualization. Jack Tierney holds a Bachelor of Arts in Environmental Studies from the Montana State University. Jack specializes in wetland delineations, GIS mapping, and threatened and endangered species due diligence. KE105 Solar I Wetland Delineation Report June 2023 13 Turning Point Energy He has completed delineations throughout the Midwest in roadway corridors, developed sites, and agricultural fields. Jack has experience in permitting, transit, and solar projects, and has completed wetland delineations for both public and private sector clients. 4 Regulatory Requirements A summary of the permit requirements that may pertain to the project is provided below.Any activity planned within areas identified as wetland must be coordinated with and approved by the appropriate agencies prior to commencement of such activities. 4.1 State and Federal Regulations The regulatory authority of the U.S. Army Corps of Engineers(USACE)covers Waters of the United States (WOTUS) in accordance with Section 404 of the Clean Water Act. Generally, the USACE reviews delineations to determine whether wetlands are jurisdictional (i.e., WOTUS). On December 30, 2022, the U.S. Environmental Protection Agency and Department of the Army ("the agencies") announced the final "Revised Definition of`Waters of the United States-rule. The rule took effect on March 20, 2023. Based on a preliminary federal injunction on April 12, 2023, the Revised Definition was revoked and the pre-2015 regulatory regime is in effect for 26 states. In Illinois,the 2023 Revised Definition of the Waters of the United States is in effect as of the date of this report. Based on the May 25, 2023 ruling of Sackett v. EPA (2023), the Clean Waters Act's use of "waters" encompasses only relatively permanent,standing, or continuously flowing bodies, ordinarily called streams, oceans, rivers, and lakes. Wetlands qualify as WOTUS only if"indistinguishable from waters of the United States," having a continuous surface connection to bodies that are waters of the United States in their own right, with no clear division between waters and wetlands. Section 10 of the Rivers and Harbors Act requires that regulated activities conducted below the ordinary high-water mark elevation of navigable Waters of the U.S. or mean high water mark for tidal waters be approved/permitted by the USACE. Regulated activities include the placement/removal of structures,work involving dredging, disposal of dredged material, filling, excavation, or any other disturbance of soils/sediments or modification of a navigable waterway. Navigable Waters of the U.S. are those waters that are subject to the ebb and flow of the tide shoreward to the mean high-water mark and/or are presently used or have been used in the past or may be susceptible to use to transport interstate or foreign commerce. At this time, Illinois does not regulate wetlands under Section 404, or require setback buffers for wetlands on private land. 4.2 Local Regulations At this time, based on publicly available information, the township of Bristol does not regulate wetlands or require setback buffers for wetlands. Kendall County does not require wetland setback buffers in agricultural areas. The City of Yorkville requires a minimum setback buffer of 30 feet for streams and wetlands. 5 Mapping and Background Information Prior to field reconnaissance, potential wetland areas within the project study areas were identified through a desktop review of United States Geological Survey (USGS) topographic maps, National Wetlands Inventory (NWI), National Hydrography Dataset (NHD), Illinois Department of Natural Resources (IDNR) Public Waters, LiDAR, the soil survey for Kendall County, Federal Emergency Management Agency (FEMA)Flood Insurance Rate Maps(FIRM), aerial photography(1993-2021), and antecedent precipitation for a location near the study area. The selected resources are described below: KE105 Solar I Wetland Delineation Report June 2023 14 Turning Point Energy 5.1 Topographic Map The Yorkville 7.5-minute USGS topographic map and LiDAR data from USGS were reviewed for the study area. According to the USGS topographic map (see Figure 2), the study area consists of undeveloped land. No wetlands are depicted in the study area. The LiDAR data depicts the study area sloping towards a swale located in the southwestern section of the study area. The study area ranges from 642 feet(above mean sea level)to 654 feet, see Figure 3. 5.2 National Wetlands Inventory NWI mapping, available from the U.S. Fish and Wildlife Service (USFWS) Wetland Mapper (updated in 2020), depicts potential wetland areas and waterbodies based on stereoscopic analysis of high altitude and aerial photographs and was reviewed for the study area. According to the NWI map, there are no wetlands in the study area, see Figure 3. 5.3 National Hydrography Dataset The NHD, available from USGS, depicts drainage networks and related features, including rivers, streams, canals, lakes, and ponds. The NHD dataset is not field verified. According to NHD mapping, there is one waterbody mapped in the southwestern section of the study area, see Figure 3. 5.4 IDNR Public Waters The IDNR Public Waters viewer depicts IDNR Public Waters. According to the Public Waters viewer, there are no Public Waters within the study area or the vicinity of the study area. 5.5 Soil Survey The Natural Resources Conservation Service's(NRCS) Web Soil Survey for Kendall County was reviewed for the study area. According to the survey, there are eight soil mapping units within the study area which are generally silt foams. The majority of the study area is mapped with a non-hydric soils rating of zero percent. Minor components of the study area are mapped with a predominantly non-hydric soils rating of 3 percent, a predominantly hydric soils rating of 95 percent, or a hydric soils rating of 100 percent. Maps and information obtained from NRCS online web soil survey are included in Figure 4 and Appendix A. 5.6 Federal Emergency Management Agency Floodplain The FEMA FIRM was reviewed for the study area. According to FEMA, the study area is located in Zone X of panel 179093C0035H (effective January 1, 2014), which is outside the designated 100-year floodplain zones, see Figure 5. 5.7 Aerial Photography Review Aerial photography, acquired from Google Earth, was reviewed to identify the potential for wetlands across the study area. Twelve photos were reviewed between 1993 and 2021, available in Appendix B. These photos were used to determine the presence of wetland hydrology using industry accepted offsite hydrology analysis for areas showing crop stress or other potential wetland signatures. Each image was interpreted for the presence or lack of hydrologic indicators. Two Areas of Investigation(AOIs)were identified in the study area.AOI 1 and 2 both had wetland signatures in at least 30 percent of the historic aerials with normal precipitation conditions, met secondary hydrology indicators during the field delineation, and were delineated as Wetland 1 and Wetland 2, respectively. The AOls are shown in Appendix B. KE105 Solar I Wetland Delineation Report June 2023 15 Turning Point Energy 5.8 Precipitation Precipitation data for the study area were obtained from the U.S. Army Corps of Engineers Antecedent Precipitation Tool. WETS (Wetlands) tables were reviewed for climate stations within the vicinity of the study area to determine the current hydrologic conditions for the study area and if those conditions are typical for this time of year. Ninety-day rolling precipitation levels leading up to the field review were compared to historical data. The data show that March and April months had wetter than normal precipitation levels and May had drier than normal precipitation levels. In summary,the field visit constituted normal precipitation conditions. This information is included in Appendix C. 6 Field Investigation A routine level 2 (onsite) wetland delineation, as outlined in the 1987 Corps of Engineers Wetlands Delineation Manual(January 1987)along with the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0) (August 2010) occurred on May 23, 2023. During the onsite delineation, vegetation, soils, and current hydrologic characteristics were evaluated at each wetland area and area of investigation identified within the study area. Wetland boundaries were digitally recorded with a Geode GPS with sub-meter accuracy until one or more of the three criteria were no longer present. The sample point locations, wetland boundaries, and aquatic resources are shown in Figure 6. In addition to wetlands that were investigated and delineated, non-wetland aquatic features were sought but none were delineated. Non-wetland aquatic features are defined based on the observation of the following characteristics: • Flow o Perennial: contains water at all times of the year except during extreme drought o Intermittent: contains water occasionally or seasonally o Ephemeral: contains water only during and immediately after periods of rainfall or snowmelt • Ordinary High Water Mark (OHWM): The limit line on the shore established by the fluctuation of the water surface. It is shown by such things as a clear line impressed on the bank, shelving, changes in soil character, destruction of terrestrial vegetation, the presence of litter and debris, or other features influenced by the surrounding area • Bank Shape o Undercut: banks that overhang the stream channel o Steep: bank slope of approximately greater than 30 degrees o Gradual: bank slope of approximately 30 degrees or less Paired wetland and upland sample points were completed for all observed wetlands. Historic aerials were reviewed for sample points taken in agricultural fields (see Section 5.7 and Appendix B). The field data sheets are included in Appendix D. Study area photos can be found in Appendix E. KE105 Solar I Wetland Delineation Report June 2023 16 Turning Point Energy o ca _ a in- /\\/ /\\ w occa•— G# ® § n o Z.91:3 Z z.9 LNI 2 O a) a)- // \ \ $\ § §kk 3] [ 2} tz =n0cH > o o :e 2 07 . , . (C ] § ) § (/§ ) o ) § ) &�2 f± � \ \\Q ` a) �t{ i -~ ° a 0 co �f{p ,_tr) E7a q : _ § §a = . ; e7 ) 0= ) eon= ± { k®f �\% a • §\/ / &\R0 a) Q'= 0 Q).- ).n 0 ) � Q , t )§ 2k �., ` a ° o2 ' f\\ ® 2' a20\ § *f-0 0 • 2 = E@7 : = a -z . £ Iek\/- �2 ,9± = §� S� / 3\ 6—® §] %\8p2 $ 2) 0 ® £/{ \\ 2 : A £ ° area ) w 2 ! ! 22@ ,- sect &= o " � 7 0 I >= = , m ; oa£= - » § o£ f 2 « 2 ; #2 &(ts. 8 ; (; &§ t ' § / 5 )I2 \\ \cx . # « 0 . 5 3e g@ : E CA $% ±E § CO �§ o g� )> b . ci 00 °05 oR § o = & O. �� ° \/\ CO , �& - °® ® k] ƒ ƒ }}\k =m :7 : § \ djk }\/� t Q) b / La.e 62 si (13 2 f_)f§ _ �k - co 00= 7 t 1 ( � � = T CI W E c c k�>{ E t\ / \ S (/g § D m U 3 3 ka\\ ) 4— C 0 § 0 a E% E— E O f § \%\c \ aN E §\ § _ _ CO k kkk To�)+ � )k \ )� � \ ƒ E7 k�\ \2� \ �� ))/• 4 w D % Q f\k) L. \ _ a § \ }) \ k co _ ; ■ - - 0 0 � e_ / •c ■ ° N2 E ( ■ ■ /5 8 Report Preparation The procedures followed for this wetland delineation are in accordance with the Corps of Engineers Wetlands Delineation Manual and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0)(August 2010). This report describes study area conditions for a specific date in time and is generally valid for a period of five years from the date of the final field investigation and delineation, which was May 23, 2023. 9 Conclusion The field delineation identified two wetlands within the study area. Each of the delineated resources is described in Table 1. The two wetlands are not anticipated to be regulated by the USACE. 10 Disclaimer Kimley-Horn has prepared this document based on limited field observations and our interpretation, as scientists, of applicable regulations and agency guidance. While Kimley-Horn believes our interpretation to be accurate, final authority to interpret the regulations lies with the appropriate regulatory agencies. Regulatory agencies occasionally issue guidance that changes the interpretation of published regulations. Guidance issued after the date of this report has the potential to invalidate our conclusions and/or recommendations and may cause a need to reevaluate our conclusions and/or recommendations. Because Kimley-Horn has no regulatory authority, the Client understands that proceeding based solely upon this document does not protect the Client from potential sanction or fines from the applicable regulatory agencies. The Client acknowledges that they have the opportunity to submit documentation to the regulatory agencies for concurrence prior to proceeding with any work. If the Client elects not to do so, then the Client proceeds at their sole risk. KE105 Solar I Wetland Delineation Report June 2023 18 Turning Point Energy References City of Yorkville. City Code of the United City of Yorkville. Available at https://www.vorkville.il.us/DocumentCenter/View/336/Wetland-Protection-Regulations-PDF?bidld=, accessed June 2023 Federal Emergency Management Agency. Flood Insurance Rate Maps. Available at https://hazards- fema.maps.arcgis.com/apps/webappviewer/index.html?id=8b0adb51996444d4879338b5529aa9cd, accessed June 2023. Illinois Department of Natural Resources. Public Waters. Available at https://idnr.maps.arcqis.com/apes/webappviewer/index.html?id=b64decfb69504164a46badb2841 ebb 11, accessed June 2023. Kendall County. Zoning Ordinance. Available at https://www.kendallcountvi l.gov/home/showpublisheddocument/18655/637813130940500000 accessed June 2023 Natural Resources Conservation Service, U.S. Department of Agriculture. Web Soil Survey. Available at http://websoilsurvev.nres.usda.aov, accessed June 2023. NearMap US Inc., MapBrowser. Available at https://www.nearmap.com/us/en, accessed June 2023. U.S. Army Corps of Engineers. Antecedent Precipitation Tool. Available at https://www.epa.gov/wotus/antecedent-precipitation-tool-apt, accessed June 2023. U.S. Army Corps of Engineers. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87- 1. January 1987. Available at http://www.mvp.usace.army.mil/Portals/57/docs/regulatory/RegulatoryDocs/1987%20Manual.pdf. U.S. Army Corps of Engineers. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0) (August 2010). Available at http://www.usace.army.mil/Missions/Civil-Works/Regulatory-Program-and-Permits/reg supp/. U.S. Fish and Wildlife Service. Wetlands Online Mapper. National Wetland Inventory mapping. Available at http://www.fws.gov/wetlands/Data/Mapper.html, accessed June 2023. U.S. Geological Survey. LiDAR Data. Acquired via The National Map, accessed June 2023. U.S. Geological Survey. National Hydrography Dataset. Acquired via The National Map at https://apps.nationalmap.gov/downloader/#/, accessed June 2023. U.S. Geological Survey. Topographic Map. Accessed via ESRI at http://www.arcais.com/home/item.html?id=30e5fe3149c34df1ba922e6f5bbf808f and via Topo View at https://ngmdb.usgs.gov/topoview/viewer/#4/40.01/-100.06, accessed June 2023. KE105 Solar I Wetland Delineation Report June 2023 19 Turning Point Energy Figures a Legend (...� Study Area o Prairie S is 0. O. P, Bypass 30 - .._ 430,- ._ . to 47 .c• a O G 3 l7 1Tf Brisf ae a a Lynnwood Oswego State Rohe bap? ;aw Wee Kee Park co 34 OZ z 71 Yorkville Waa Ke- a7 Soh Pa, si 00, %os Esri,HERE,Garmin,SafeGraph,GeoTechnologies, Inc.METI/NASA,USGS, to e')cY EPA, NPS,USDA X Figure 1. Project Location Map 0 0.5 1 Bristol Township, Kendall County Kimley »Horn Miles A Turning Point Energy Legend . , : Q Study Area / -, f; , . !'. tag j:' ss 4w` n �. ;; o' i, �E� ..., ...;,, iiiirr—-,i 6 o, . ,.. CII` F ff ' . • ''6+6 65' 653 .. cgs, , a T_ p ¢> MT art r fi e4 2 6 r Bi, `� .r: _ -0 ,iwrl ' b f t . 1 c. (_ ( 14 etc\1,,„) . e` i %' • o } .- . Sr Patnck3 Cern S. 41$ � ,w,.id(.N• 1N s . oak Grave G rl 0 Sr '� Ar� lip e ' • Irk .. • O - • C might.F-201 1 ira/G. •�=' °ed 0 . t. • • +�), : `I -d J' �� • . 'gyp ~:r�l ,. + U'. n,. / * _/ Figure 2. USGS Topographic Map Kimley>>>Horn 0 1,000 2,000US Feet A Bristol Township, Kendall County Turning Point Energy > '654 r 650 650 . ) 642 � s Legend 1 ' "4'` t PF 0 lA Q Study Area 652 - ,: .,-.- . �i .... 1 ' 642 NWI ° G � ! x R2UBHa CI 6.� 658 �• NHD Waterbody �; :Y t . tii4o - - NHD Flowline • ° `, ND .,.,,;4 2-ft Contours egD • • 644 I 4 • ° 644 ' c ( • `. . ° ° 648 640 ,�, 652 ,• ,, . 652 r l l ° e t 650 , . i N 64? 1..E �,, ' .-4 b+ ) — '1lS s 66 ,, • - . • a �, he . ,, 648` .b4Q `t. fi:,+"' ;�,..�, `{l t,,� '�>+ ; 646. ;, ° c :,.f63 ' ' ;'✓`" g`, Ni � , 6, - ,; fir' 'r a oaf, fp 644$ ry ,. i ***,:‘,."648 ., 648 ri3u, L_k, f , - s' .'w rn I-L7ocu �: #, ate i .F.,, O PUBGx - ., ..�1. -----* e�' b,'Tl t '`: 642.., rgp3 ' . \ erf � ', 1 _t) > \L 646 ., o s ' 6t36 1�40` .. ,` r °fit r. �' ->�"646 �. ,� , , � � _ �`'�;�r,ar _ .� `` ' c` st ' 64$ 646 ,. , *', , « eag . ► -Imo, uth t r, i • > .411 b C , {. 5 wit , s=' t �` ':Iy •° rtesy of3Nearmap (947087202,3) ',-z` t iii. _ ....._ : t ..„ile ca+I R „ P M 1 A' tw Iaa r: 6. Figure 3. NWI, NHD,and`LIDAR Map • Kimle >>>Horn 0 250 500 Bristol Township, Kendall County y US Feet A Turning Point Energy 152A ,: ,,4 Legend „ Study Area '" ' 149A 4',, Hydric Soils Rating by Map Unit o Q Hydric (100%) 149A Hydric (66 - 99%) / . . I__._._ Hydric (33 - 65%) Hydric (1 - 32%) 149A 3256 Not Hydric (0%) I49AgPTCR 206A 369A 318€2 c n ti igg0 yw T n a•.a nvmtxb� 3�18CM2' U w 206A "p: , 06A 369A 206A ' vim► 318C2 . 325E ; ,; y 3,1:C«2 325E 149A `o` ° �S 3�18C-2 '' � y '27 206Aiiiii _.. 3480,2 W 13 Za17ct A i.I Imagery Courtesy c2 - • ,,04/08/202�3) '2'�"j 31"2 ,., Figure 4. Hydric Soils Map Kimle >>Horn 0 250 500 Bristol Township, Kendall County y US Feet A Turning Point Energy r: Legend , .£..4 44,0*` 'P,atterson Rd•r-; .• "»� .:Manchester-Dr;, Q Study Area ,,7# .: .. Y * .:' -.:s ... . g. i . °:. .. ste - -- - FIRM Panels ,,; ': w 'Af , •; a, I I. .�, fi . Big*BendlDr. • _ ° FEMA 100-Year Floodplain ,Pecos c,.. I,, :' ' ,.V -li - _• ..r � � ,Cam" 1� s!` Y � k' - }�. 4 � �.,, p.1.. ,. CI ?aien sR CR#... , 1 `PANEL ;' 17093C0035H,, r' •- r,, ' I Mi11.Rc PANEL 1 D 1709300030E * . eff. 2./4/2009 a _ V. It �, i �t�*1t i Via f" . fit. - _ i _ ,z a ram . E `C orne\S.Rd µ` , 41 Y 1 4 1 Bristol ,-, u-,iiiitog " ,, , . ilk R. ,., � 1 1pak St ► J/ I,,, Oaks' " ,'. s 1 !w • ,alf Cou0rse, ›" 1 k4b1`` Bristo40 . l.Ridge Rd « r . , ' ! 4. South St ' �•.`�*`- Ilt II 1 �, PANEL e °ea o`ao 1 1709045H 's,: CA eff. l/8/2014 ' " ~ . .,) r y P 1 k PANEL , a , ..: per , { A y ' f * - '17093C0037H i F �.e, ,, r . eff. /8/2014 � ,, co - 3 , :. ce i�- „. . (t1. Caribiiatl s^O'd � ✓�, � 4 . r ^� . ..„ ( r -,. # r f•bt // s( .... ..• .,• *4 1 • A4fIII 11 rt*?@ �r-,v c 4(i 4/08/20r A ) 1 N Figure 5. FEMA 100-Year Floodplain Map Kimley>>>Horn 0 700 1.4US Feet Bristol Township, Kendall County Turning Point Energy IF I Legend t + ; a Study Area ' USACE Non-Jurisdictional Wetland o Sample Point f Photo Point *Anticipated regulatory status has not-beep verified by the USACE116. if N s / N . - # �` �"' Wetland g 1,tPli E 0.30 Ex SP-3 , ''st ,. Wetland il a SP-1 5,6,7 4 ... ASP-2 .11(... l, '' ' , I ii, ‘ , Vik - rt. ' k.. VA ‘v, '-** V ,. # ."- i 'C • r* ' j.. # !q VT .N N. i o soi ' > , n r i . , ' C9 a 1. , - . « s.°J'Rrdge'Rd V* �rw, i, R ';..1 , ,-, --5-1- '* i �". ?... 4, , r. .: . ..-4.,, :„,, ) * 4„ , , , 4...t, ..., 4 ,, ', #‘‘‘ ,,,,,, i Aerial Imagery Courtesy CQGh (04/08/202,3) .. T,. wta. " A .r F .i fr ,� Figure 6. Delineation Summary Map KimI >>Horn 0 250 500 Bristol Township, Kendall County y US Feet A Turning Point Energy Appendix A: Hydric Soils Information Z Z A a 10 Trvi a 00[.9L9b 0�9L9b 009319b OOt9L9b OOEMO OOZ9L9b OOL9l9b OOD9L9b OO6Sl9b M CVM„9b,bZ o88 O O M,96,bZ o88 ICO 0 *+ § N �¢„1 M N m l 1 ia'.i'77-Talia:',F7,1,a'0 ,..,''''.4". .. . ' NI N c ffi,a-., \=,, \ 1114,#;$4, t , a, s t\ MS i , \t y o 8 c‘:.. o I r i YW - cO cn > Q ?8 , iii;,..' , . \ D }O f�7 'Q O cr,; N O co F- 0 o II g ; 1 ,, ® "` a, • v iy 92 3N jif ! • a r +. Le a _ ce 4uODUp3 t � z / vs -* * z-4Q4 o o N Z U M„Z M.Zb SZ ,88 I b SZ a88 I� OOL9L96 0099L97 ODS9l9b OOb9197 OOE9l9b OOZ9l9b OOL9L9b OOOBL9D �<h z z Z0 n a v 0 a M (n N 4- CD 0 n N N a) .O N N"67, w N as o a) N o CCS N 2 N N co to < 3 o CO a. i T 0- w U O 0 N _ (n p0• p O N O O C_U co ay O ; ° o o N a m o c aE O N EN _ '- N °- N — UN U N N C r a) L 2 a) 7 ° E M N _a O Z E ai .0.a) — O V7 •L... a) (6 to 0- (n N N • O (a a) �° o • co c a ur U N o Q r .0 w)c N C (n C L p N N O O N = a) o E m 0 o• () N Z � z o N � ENo Q 3 -c ° 7'� r. m c O a' DN � m CO Q oI CO N o a a)) L ° � a>) O a) a. > � U w (0 a � o � S (h L 3Nmo Q (6 U (0 ° a) L U) L C O"W m D — 0) a) N C N L Ce O :2 ° E (n a) ° a)as O `l p N O a) w 0 ° O) O_ <• 07 Q 0 aTi > � � � > C a) aTi .oc � U o tea) °n o ETmE CL Z w . - m or ° Z � o (c0 o � U c n on E o — to_ •O N O to U O .0 N • _ n N a�i Z .o o a o 'N a o co o rstN a) D C < U• T 4 CO p 0 Q._ Q _ o a) p 3 N O w o o co Q o Y > o not 0co _ rn o N C y Y •• T _co `) N f6 Q1 N CO a7 m O Q)>+ a) �O C N Q o T a) N N 7 N 'O N O ul YO '0 N Cl =N C ° O C N Z C)) .0 L -O i U c < «. (6 (0 O 'O d CO in ac) N E rn T E (n a) E 3 m . „ . N (t 92 . `o a`� Q Ca •m E 'oo c) rn-O0mN d � o(p 'c 2 � coiwm ° > c >, moo No) ra) c0) o c — m U -o U) 0c n o - - — a) c C Q CO (n N c en N O N _ N N c N 80 CO u a) C 2 0 CO 0 0 0 d.2 m a) U E — > — O N co E (0 O L `- C '_ C O U O O O O o-7 c L w 0 7 O !n (0 N L p E L C•_ f- > W E — U (n a. E co>U Q'6 Q co H O (n(n Cn N H U ._ N >. 7 N a)o o U � 7 — o en Ti '0 o > O cl ZN ns D rp n nD a o co H co 0 0 Ql m C(n C ,- 001 ti N ic w = w -011 o ID o o t z m a c ix O o w N o o ._ C 'l0 N co (0 U o T o ct - n 2 J Q = io C 0 t O C MI0.N Y 'Vn C N F t m W J 0) N N ^ 9 d CL N N ,o N o o N N o o C N O N o ^ MV) N o O oO) o -. ^ O) ON o O O o ^c a) a) N O CO U ` $ el o M 8 0M C cm or o ° o o o o0 C CO co M U 0 O M U O CO M Uo NQ o 2. U U U U j a U U U U ` o: C_ U V U U ` E co C -o V -o v O J �.V 'O '6 'O C a -o v -o d T T T T W a) m0- T T T T O , T >. T O O O O 6 < Of _ _ = Z Z p) 2 2 S = Z Z O) _ _ MIZ Z : (n N C C C 7 Q) C N cu 0 A O ❑ ❑ ❑ ❑ — .O i i i .O • 0 0 Q ® N ` 0 C f 0 a) N ` i •Q V) H b) o) 7 C Q y 3 H 3 N C m O Z U 1 Hydric Rating by Map Unit—Kendall County, Illinois KE105_STUDYAREA_07072022 Hydric Rating by Map Unit Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 149A Brenton silt loam,0 to 2 3 0.6 1.2% percent slopes 206A 1Thorp silt loam,0 to 2 95 5.5 10.2% percent slopes 318C2 Lorenzo loam,4 to 6 0 I 0.4 0.7% percent slopes, eroded 325A Dresden silt loam,0 to 2 0 6.0 11.1% percent slopes 325E Dresden silt loam,2 to 4 0 14.9 27.6% percent slopes 330A Peotone silty clay loam, 100 1.7 3.1% 0 to 2 percent slopes 369A Waupecan silt loam,0 to 0 12.3 22.8% 2 percent slopes • 791A Rush silt loam,0 to 2 0 12.7 23.5% percent slopes Totals for Area of Interest 54.0 100.0% t sim Natural Resources Web Soil Survey 6/21/2023 -0114 Conservation Service National Cooperative Soil Survey Page 3 of 5 Hydric Rating by Map Unit—Kendall County,Illinois KE105_STUDYAREA_07072022 Description This rating indicates the percentage of map units that meets the criteria for hydric soils. Map units are composed of one or more map unit components or soil types, each of which is rated as hydric soil or not hydric. Map units that are made up dominantly of hydric soils may have small areas of minor nonhydric components in the higher positions on the landform, and map units that are made up dominantly of nonhydric soils may have small areas of minor hydric components in the lower positions on the landform. Each map unit is rated based . on its respective components and the percentage of each component within the map unit. The thematic map is color coded based on the composition of hydric components. The five color classes are separated as 100 percent hydric components, 66 to 99 percent hydric components, 33 to 65 percent hydric components, 1 to 32 percent hydric components, and less than one percent hydric components. In Web Soil Survey, the Summary by Map Unit table that is displayed below the map pane contains a column named 'Rating'. In this column the percentage of each map unit that is classified as hydric is displayed. Hydric soils are defined by the National Technical Committee for Hydric Soils (NTCHS) as soils that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part(Federal Register, 1994). Under natural conditions, these soils are either saturated or inundated long enough during the growing season to support the growth and reproduction of hydrophytic vegetation. The NTCHS definition identifies general soil properties that are associated with wetness. In order to determine whether a specific soil is a hydric soil or nonhydric soil, however, more specific information, such as information about the depth and duration of the water table, is needed. Thus, criteria that identify those estimated soil properties unique to hydric soils have been established (Federal Register, 2002). These criteria are used to identify map unit components that normally are associated with wetlands. The criteria used are selected estimated soil properties that are described in"Soil Taxonomy" (Soil Survey Staff, 1999)and"Keys to Soil Taxonomy" (Soil Survey Staff, 2006) and in the"Soil Survey Manual" (Soil Survey Division Staff, 1993). If soils are wet enough for a long enough period of time to be considered hydric, they should exhibit certain properties that can be easily observed in the field. These visible properties are indicators of hydric soils. The indicators used to make onsite determinations of hydric soils are specified in "Field Indicators of Hydric Soils in the United States" (Hurt and Vasilas, 2006). References: Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. USDA Natural Resources Web Soil Survey 6/21/2023 Conservation Service National Cooperative Soil Survey Page 4 of 5 Hydric Rating by Map Unit—Kendall County, Illinois KE105_STUDYAREA_07072022 Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service. U.S. Department of Agriculture Handbook 436. Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. Rating Options Aggregation Method: Percent Present Component Percent Cutoff..None Specified Tie-break Rule: Lower USDA Natural Resources Web Soil Survey 6/21/2023 Conservation Service National Cooperative Soil Survey Page 5 of 5 Appendix B: Historic Aerial Review 0 ii \ Q \ > y d •- .\ / o E \ / v 0 •0 \ .- Z / ( ,� § / w § o O m a 0 m y y y y m / 2 / > 2 / N m / » z * » >- � O \ Z z z z G z z z J z # L. - \ u U = \ \ > \ a \ \ ) $ 7 \ \> * 2 \ -0 / / � / \ _ \ z u o \ / / /EEJE4 y z \ / \ 7 / » z \ » z >- >- >- e .y z C ( \/ / \\¢ E CD '\ \ o / % e \ % o . ® 8 \ \ '/ \ \ / 6 9 s- r,. m E m G ® \ ƒ \ � k / \ \ � / \ '5 — _ = 2 S E mc / \ \ / % — \ - 2 y M o o % * ® k — _ / / / ° k ® » \ * ( ® \ \ _ \ \ \ \ \ kZ Z Z z O \ * a •§ @ _ _ ® K § = _ _ = k — > = E L. \ d \ / 2 CO 2 7 = E \ \ \ f ) b / / \ 7 3 m ° 2 t k \ / / \ \ \ \ \ \ \ / / \ 0 o / / b » o ± o ± G b b » b \ g o 7 9 g t & o z R z 4 z % z z z $ z 2 t 5 M - \ m ( \ 2 a \ \ a) \ O CO \ \ CO \ / \ \ CO CT) \* k } c 2 u ) \ \ 0 / e 1 w w w N CV N N w ( N z .. @ & C @ > > $ a) CO CV 0 0 ( 0 N 00 0 0 o - : § ® . ? 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O1 7 N N 0 ?) £ N 7 . 0 4-- Ol 00 _ 0 N V V1 ry CO CO '0 0 00 N N N W N CO3 c " O C U i V1 O N O! 0 rV M� C m I - 0 N 0 ID . 00 N c N ,ti p o rn • ,-+ ,-+ lf o ^Nmrr cIn nW O C r m m � W• I o ip ko n Lo (13 M v vm o N O N i w O N Q N g N 4 r l0 ri coN <C C 0 O V1 no m O OD M Tm C M M M M m 7 O (Ni O N -p 00 0 W 0 00 00 0 �= O O0 CO W 00 W 00 OD N t0 7 m p O O ' �- vmi m rn V m m cO M M v w Z M N 0) CD O N r N N N ,, CV co _ 1-1 O .7 1n n n n n n co n CO C O c V1 V ry V 7 V V 7 V V O N F. _ c r co N (n a N C 10 7 0 o 0: z V1 , z a N R (y v VOl M On Z cc m • z M f M �— a v m c ry w Q ,--i D z O N ti O a m IV a g 2 co = � O ga w c m tri0 0 o S 0 m v cc cc a a fB a a a CC c mry o1 m m Cry +� v O O C N N N Z a0 N 0 0 0 0 0 _U N N N 0 O O O N N N U im Q in M L o 01 ON V! tl N CO M c Q V CO rv0 V7 C ` N yJ W O N >N 0) 0 +a. p0 rr m N in 3 .0 & O O LC ._ C N CO. C C a.-1 C N O 00 .S C O O �N T 0 `! O ip a 0o a _ 0- n U ,0 a, m �. N d V 0 i HI V .01 '0 W > C T " m v m E a l .1 i c v Y u -a -I 00 C 1/1 C V N U < D Al N V/ .\\ N •<�o oN y 0.0_!_ a) c o 01 J Q C 111 o a ~ j, N o o � >Zm O o § — • L OJ L0 tn V m , .ti O (saq ul) IIeJu!el Appendix D: Field Data Sheets WETLAND DETERMINATION DATA FORM - Midwest Region Project/Site KE105 Solar City/County: Bristol Township/Kendall Co Sampling Date: 05/23/2023 Applicant/Owner: Turning Point Energy State: IL Sampling Point: SP-1 Investigator(s): SM, JT Section,Township, Range: SEC 23,TWP 25N, R6E Landform(hilislope,terrace, etc.): Depression Local relief(concave, convex, none): Concave Slope(%): 0 Lat: 41.68897929 Long: -88.42304233 Datum: WGS 1984 Soil Map Unit Name Peotone Silt Clay loam,0-2%Slopes VW! Classification: N/A Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no, explain in remarks) Are vegetation X ,soil ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,soil ,or hydrology naturally problematic? present? No SUMMARY OF FINDINGS (If needed, explain any answers in remarks.) Hydrophytic vegetation present? Y Hydric soil present? Y Is the sampled area within a wetland? Y Indicators of wetland hydrology present? Y f yes, optional wetland site ID: Remarks:(Explain alternative procedures here or in a separate report.) According to the USAGE Antecedent precipitation tool, 90-day rolling precipitation levels before the site visit had normal precipitation conditions. Sample point is located in a PEMAf/Type 1/Seasonally Flooded Basin in an agricultural field. Clear topograhy lines were present with a change in dominace of Cyperus and Scripus. VEGETATION -- Use scientific names of plants. Absolute Dominan Indicator Dominance Test Worksheet Tree Stratum (Plot size: 30' ) %Cover t Species Staus Number of Dominant Species 1 that are OBL, FACW,or FAC: 2 (A) 2 Total Number of Dominant 3 4 Species Across all Strata: 3 (B) Percent of Dominant Species 5 that are OBL, FACW,or FAC: 66.67% (NB) 0 =Total Cover Sapling/Shrub straturr (Plot size: 15' ) Prevalence Index Worksheet 1 Total%Cover of: 2 OBL species 5 x 1 = 5 3 FACW species 5 x 2= 10 4 FAC species 0 x 3= 0 5 FACU species 5 x 4= 20 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: 5' ) Column totals 15 (A) 35 (B) 1 Scirpus atrovirens 5 Y OBL Prevalence Index=B/A= 2.33 2 Cyperus esculentus 5 Y FACW 3 Zea mays 5 Y FACU Hydrophytic Vegetation Indicators: 4 _Rapid test for hydrophytic vegetation 5 X Dominance test is>50% 6 X Prevalence index is<_3.0* 7 Morphogical adaptations*(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation* 15 =Total Cover (explain) Woody vine stratum (Plot size: 30' ) *Indicators of hydric soil and wetland hydrology must be 1 present,unless disturbed or problematic 2 Hydrophytic 0 =Total Cover vegetation present? Y Remarks:(Include photo numbers here or on a separate sheet) Sample area consists of 85% bare ground. Problematic due to hydric soils present and wetland hydrology observed. US Amy Corps of Engineers Midwest Region SOIL Sampling Point: SP-1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type* Loc" Texture Remarks 0-24 10YR 2/1 100 Loam Clay 24-32 10YR 2/1 50 Sand Clay Loam Mixed Matrix 10YR 3/1 50 32-40 10YR 4/1 98 10YR 4/6 2 C PL/M Clay Loam Calcium Carbonate Nodes *Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. **Location: PL=Pore Lining, M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils: Histisol(Al) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K, L, R) —Histic Epipedon(A2) -Sandy Redox(S5) Dark Surface(S7)(LRR K, L) Black Histic(A3) Stripped Matrix(S6) Iron-Manganese Masses(F12)(LRR K, L,R) Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Very Shallow Dark Surface(TF12) Stratified Layers(A5) Loamy Gleyed Matrix(F2) _Other(explain in remarks) -2 cm Muck(A10) Depleted Matrix(F3) Depleted Below Dark Surface(A11) Redox Dark Surface(F6) X Thick Dark Surface(Al2) -Depleted Dark Surface(F7) *Indicators of hydrophytic vegetation and weltand _Sandy Mucky Mineral(S1) Redox Depressions(F8) hydrology must be present, unless disturbed or 5 cm Mucky Peat or Peat(S3) problematic Restrictive Layer(if observed): Type: Hydric soil present? Y Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one is required; check all that apply) Secondary Indicators(minimum of two required) Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(B6) High Water Table(A2) -True Aquatic Plants(B14) Drainage Patterns(B10) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(B1) Oxidized Rhizospheres on Living Roots Crayfish Burrows(C8) —Sediment Deposits(B2) (C3) X Saturation Visible on Aerial Imagery(C9) Drift Deposits(B3) -Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils X Geomorphic Position(D2) Iron Deposits(B5) (C6) X FAC-Neutral Test(D5) -Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(B8) -Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(Explain in Remarks) Field Observations: Surface water present? Yes No X Depth(inches): Water table present? Yes No X Depth(inches): Indicators of wetland Saturation present? Yes No X Depth(inches): hydrology present? Y (includes capillary fringe) Describe recorded data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: Delineation was too early in season to determine stress or stunt, however, volunteer Scirpus and Cyperus is outcompeting the Zea. US Army Corps of Engineers Midwest Region WETLAND DETERMINATION DATA FORM - Midwest Region Project/Site KE105 Solar City/County: Bristol Township/Kendall co Sampling Date: 05/23/2023 Applicant/Owner: Turning Point Energy State: IL Sampling Point: SP-2 Investigator(s): SM,JT Section,Township, Range: SEC 23,TWP 25N, R6E Landform(hillslope,terrace, etc.): Shoulder Local relief(concave, convex, none): None Slope(%): 1 Lat: 41.68925798 Long: -88.42187497 Datum: WGS 1984 Soil Map Unit Name Dresden Silt Clay Loam,2-4%Slopes VWI Classification: N/A Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no, explain in remarks) Are vegetation X , soil ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,soil ,or hydrology naturally problematic? present? No SUMMARY OF FINDINGS (If needed, explain any answers in remarks.) Hydrophytic vegetation present? N Hydric soil present? N Is the sampled area within a wetland? N Indicators of wetland hydrology present? N f yes, optional wetland site ID: Remarks:(Explain alternative procedures here or in a separate report.) According to the USACE Antecedent precipitation tool,90-day rolling precipitation levels before the site visit had normal precipitation conditions. Sample point is located in an agricultural field-10 foot upslope of SP-1. VEGETATION -- Use scientific names of plants. Absolute Dominan Indicator Dominance Test Worksheet Tree Stratum (Plot size: 30' ) %Cover t Species Staus Number of Dominant Species 1 that are OBL, FACW,or FAC: 0 (A) 2 Total Number of Dominant 3 Species Across all Strata: 1 (B) 4 Percent of Dominant Species 5 that are OBL, FACW,or FAC: 0.00% (A/B) 0 =Total Cover Sapling/Shrub straturr (Plot size: 15' ) Prevalence Index Worksheet 1 Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 FAC species 0 x 3= 0 5 FACU species 5 x 4= 20 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: 5' ) Column totals 5 (A) 20 (B) 1 Zea mays 5 Y FACU Prevalence Index=B/A= 4.00 2 3 _ Hydrophytic Vegetation Indicators: 4 _Rapid test for hydrophytic vegetation 5 Dominance test is>50% 6 Prevalence index is<_3.0* 7 Morphogical adaptations*(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation* 5 =Total Cover (explain) Woody vine stratum (Plot size: 30' ) *Indicators of hydric soil and wetland hydrology must be 1 present,unless disturbed or problematic 2 Hydrophytic 0 =Total Cover vegetation present? N Remarks:(Include photo numbers here or on a separate sheet) Sample area consists of 95% bare ground. No evidence observed of volunteer vegetation or stunt/stress on Zea. US Amy Corps of Engineers Midwest Region SOIL Sampling Point: SP-2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type* Loc** Texture Remarks 0-10 10YR 2/1 100 Clay Loam 10-18 10YR 3/3 100 Clay Loam 18-24 10YR 3/4 90 5YR 3/4 10 C PL/M Sand Clay Loam *Type:C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. **Location: PL=Pore Lining, M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils: _Histisol(Al) _Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K, L, R) Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K, L) Black Histic(A3) Stripped Matrix(S6) Iron-Manganese Masses(F12)(LRR K, L, R) _Hydrogen Sulfide(A4) _Loamy Mucky Mineral(F1) _Very Shallow Dark Surface(TF12) _Stratified Layers(A5) Loamy Gleyed Matrix(F2) _Other(explain in remarks) 2 cm Muck(A10) Depleted Matrix(F3) Depleted Below Dark Surface(A11) Redox Dark Surface(F6) — _Thick Dark Surface(Al2) Depleted Dark Surface(F7) *Indicators of hydrophytic vegetation and weltand Sandy Mucky Mineral(S1) _Redox Depressions(F8) hydrology must be present, unless disturbed or 5 cm Mucky Peat or Peat(S3) problematic Restrictive Layer(if observed): Type: Hydric soil present? N Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one is required; check all that apply) Secondary Indicators(minimum of two required) Surface Water(Al) Aquatic Fauna(B13) Surface Soil Cracks(B6) High Water Table(A2) True Aquatic Plants(B14) Drainage Patterns(B10) Saturation(A3) -Hydrogen Sulfide Odor(Cl) Dry-Season Water Table(C2) Water Marks(B1) -Oxidized Rhizospheres on Living Roots_Crayfish Burrows(C8) Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9) Drift Deposits(B3) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) Algal Mat or Crust(B4) -Recent Iron Reduction in Tilled Soils Geomorphic Position(D2) Iron Deposits(B5) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(B8) _Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(Explain in Remarks) Field Observations: Surface water present? Yes No X Depth(inches): Water table present? Yes No X Depth(inches): Indicators of wetland Saturation present? Yes No X Depth(inches): hydrology present? N (includes capillary fringe) Describe recorded data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Midwest Region WETLAND DETERMINATION DATA FORM - Midwest Region Project/Site KE105 Solar City/County: Bristol Township/Kendall co Sampling Date: 05/23/2023 Applicant/Owner: Turning Point Energy State: IL Sampling Point: SP-3 Investigator(s): SM,JT Section,Township, Range: SEC 23,TWP 25N, R6E Landform(hillslope,terrace, etc.): Depression Local relief(concave, convex, none): Concave Slope(%): 0 Lat: 41.68958457 Long: -88.42051704 Datum: WGS 1984 Soil Map Unit Name Thorp Silt Loam, 2-4%Slopes VWI Classification: N/A Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no, explain in remarks) Are vegetation X ,soil ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,soil ,or hydrology naturally problematic? present? No SUMMARY OF FINDINGS (If needed, explain any answers in remarks.) Hydrophytic vegetation present? Y Hydric soil present? Y Is the sampled area within a wetland? Y Indicators of wetland hydrology present? Y f yes,optional wetland site ID: Remarks:(Explain alternative procedures here or in a separate report.) According to the USACE Antecedent precipitation tool, 90-day rolling precipitation levels before the site visit had normal precipitation conditions. Sample point is located in an agricultural field. VEGETATION -- Use scientific names of plants. Absolute Dominan Indicator Dominance Test Worksheet Tree Stratum (Plot size: 30' ) %Cover t Species Staus Number of Dominant Species 1 that are OBL, FACW,or FAC: 0 (A) 2 Total Number of Dominant 3 Species Across all Strata: 1 (B) 4 Percent of Dominant Species 5 that are OBL, FACW,or FAC: 0.00% (A/B) 0 =Total Cover Sapling/Shrub stratun- (Plot size: 15' ) Prevalence Index Worksheet 1 Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 FAC species 0 x 3= 0 5 FACU species 5 x 4= 20 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: 5' ) Column totals 5 (A) 20 (B) 1 Zea mays 5 Y FACU Prevalence Index=B/A= 4.00 2 3 Hydrophytic Vegetation Indicators: 4 _Rapid test for hydrophytic vegetation 5 _Dominance test is>50% 6 Prevalence index is 53.0* 7 Morphogical adaptations*(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation* 5 =Total Cover X (explain) Woody vine stratum (Plot size: 30' ) 'Indicators of hydric soil and wetland hydrology must be 1 present,unless disturbed or problematic 2 Hydrophytic 0 =Total Cover vegetation present? Y Remarks:(Include photo numbers here or on a separate sheet) Sample area consists of 95% bare ground. No evidence observed of volunteer vegetation or stunt/stress on Zea. Problematic vegetation observed due to presence of hydric soils and assumed presence of hydrology. US Amy Corps of Engineers Midwest Region SOIL Sampling Point: SP-3 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type* Loc** Texture Remarks 0-12 10YR 2/1 100 Clay Loam 12-24 10YR 2/1 90 7.5 YR 5/8 10 C M Clay Loam 24-30 10YR 3/1 93 7.5YR 5/8 7 C M Clay Loam 30-38 10YR 3/1 70 7.5YR 5/8 30 C M Clay Loam 38-44 10YR 5/1 70 7.5 YR 5/8 30 C M Clay Loam *Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. **Location: PL=Pore Lining, M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils: Histisol(Al) _Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K, L, R) Histic Epipedon(A2) Sandy Redox(S5) -Dark Surface(S7)(LRR K, L) _ Black Histic(A3) _Stripped Matrix(S6) Iron-Manganese Masses(F12)(LRR K, L, R) Hydrogen Sulfide(A4) _Loamy Mucky Mineral(F1) _-Very Shallow Dark Surface(TF12) Stratified Layers(A5) _Loamy Gleyed Matrix(F2) _Other(explain in remarks) 2 cm Muck(A10) _Depleted Matrix(F3) Depleted Below Dark Surface(A11) _Redox Dark Surface(F6) X Thick Dark Surface(Al2) _Depleted Dark Surface(F7) *Indicators of hydrophytic vegetation and weltand Sandy Mucky Mineral(S1) _Redox Depressions(F8) hydrology must be present, unless disturbed or 5 cm Mucky Peat or Peat(S3) problematic Restrictive Layer(if observed): Type: Hydric soil present? Y Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one is required:check all that apply) Secondary Indicators(minimum of two required) Surface Water(Al) _Aquatic Fauna(B13) _Surface Soil Cracks(B6) High Water Table(A2) _True Aquatic Plants(B14) Drainage Patterns(B10) Saturation(A3) _Hydrogen Sulfide Odor(Cl) _-Dry-Season Water Table(C2) Water Marks(B1) Oxidized Rhizospheres on Living Roots Crayfish Burrows(C8) Sediment Deposits(B2) (C3) X Saturation Visible on Aerial Imagery(C9) Drift Deposits(B3) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils X Geomorphic Position(D2) — Iron Deposits(B5) (C6) _-FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9) Water-Stained Leaves(B9) _Other(Explain in Remarks) Field Observations: Surface water present? 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' "7 •,..*'..;.-..•,,L• :',:: , j4'.',.1A,.'-,'-0., co ,,... ,;:::. co , co A:04 ,,4!"-.44414.*:•,#-*, ,,,,4','4'4,,'.,,e,„,,„:7.!...- , -.•,...." 0 C '''.k.,.,..,A,•; ''-,•", ,•,•'•.:7,1.“'14t....,0",".•«:'-,',2. c) s ••.•:, ca . , . = 4,2 Iv , i „.. ; ,.....,, ....,-,,..._ ', • :-. -.. ? .ro It .-;:' f' ) e'. 0 0,...$4.A..,',1'.;',It. .4,--':',41 p, - c ,..-.1-...,-...., •;i,-.,;":--,,,1-:'.7--;.7.-.?, '- Cs4 . CO cy) . . ..,. „ , -,.:,.,,, ,...--.vii.,.:441 • :, -.-.-:,. ,.c...-• 0 RI •- — 0 0 0 w cLu) . '. ... -. ,...,,...,,,'..,;--,.•.,..1 ' a. Q .E LLJ 7 ,:,r:' - :,''..4.1-7,*,,V;,-*',.:--..-,f,fit.,:,-,-..,461.-'.•,' , . 1- , ..-::,,,,..'.',HP-;,•ti.'..11-4/4-'-z..'is -- N W M N O N O C 7 o d r 4 s� t f 9 �': 0 C F O i, ry ', Y a s '•l T4 Li IC) O) c O W m Y H EXHIBIT D U Solar Glare and Glint Analysis Report for KE105 Solar Bristol, IL id �+tl t • ~Jason C. Cooper • 062-066282 • *; 1* June 2023 .• ' 9 j�• 0 F.11••*:*0 Date of Expiration: 11-30-23 KHA Project#268173008 ©2023 Kimley-Horn and Associates, Inc. Kiml vr„, e >>> Horn Solar Glare and Glint Analysis Report KE105 Solar Introduction KE105 Solar is a proposed solar array located in Bristol, Illinois between the cities of Bristol and Blackberry Knolls. On behalf of KE105 Solar, Kimley-Horn performed a Glint and Glare Analysis to identify any potential impacts on five nearby roadways and 24 residences surrounding the site. Specifically, this analysis considered impact on motorists and residences along Galena Rd, Cannonball Trail, Kennedy Rd, West St, and Bristol Ridge Rd. Since no airports were within a five- mile radius of the site, no airport operations were considered. " ,,..4*- 1 . r _ 1 i , 16 ,_ ; i �f L :, k. .U iligt- ytait vti Er s • 4 , s ~ lt q + it . + iiiU777 444 sill • W 4i e i Figure 1: Overall Site Plan and Receptors Receptors & Methodology The analysis is based on the current site configuration as of June 2023. All PV arrays were modeled at their respective elevations on each structure to identify all possible glare for single axis tracking with backtracking. All PV arrays were modeled using assumed finish grade slopes below ten percent in any direction which must be specified when modeling the backtracking method. Five route receptors were modeled to see if portions of the existing roadway network could have potential glare. See Appendix A for detailed parameters. All receptors analyzed are listed below including route receptors and residences. June 2023 Page 2 Solar Glare and Glint Analysis Report KE105 Solar Receptors Location Description Galena Rd Rural Road North of Analyzed in the area shown in red in Figure 1. Project Cannonball Trail Rural Road West of Analyzed in the area shown in red in Figure 1. Project Kennedy Rd Rural Road East of Project Analyzed in the area shown in red in Figure 1. West St Rural Road West of Analyzed in the area shown in red in Figure 1. Project Bristol Ridge Rd Rural Road South of Analyzed in the area shown in red in Figure 1. Project 24 Observation Located around the site Simulated homes on all sides of the site at a height Points of 15' Table 1: Receptor Descriptions Kimley Horn performed the glare analysis using the ForgeSolar Glare Gauge software tool. If glare is found for any receptor,the retinal irradiance (brightness) and subtended angle (size divided by distance) of the glare source are calculated through this tool. If glare is found for any of the receptors,the annual predicted glare occurrence and the daily duration of the glare are calculated. Using retinal irradiance and subtended angle, ocular hazards ranging from temporary after-image to retinal burn can be predicted. "green" grade glare indicates a low potential for after-image, "yellow" grade glare indicates the potential for after-image exists, and "red" grade glare indicates the potential for retinal damage. Glare that is beyond 50 degrees left or right from a driver's line- of-sight is not considered a safety hazard. The amount of light reflected by a surface, increase as the sunlight's angle of incidence at the surface increases as illustrated in Figure 2. The red angle of incidence yields 50% light reflected while the blue angle of incidence yields only 2%of light reflected. Both scenarios were observed in the analysis, leading to mitigation measures implemented to eliminate the glare. Also, the facility's panels will incorporate and utilize anti-glare technology and anti-reflective coatings, reduce glint, and glare to levels that meet or exceed industry standards. Angle of incidence , I Solar Panel Figure 2: Reflected Light and Angle of Incidence (illustration only) on a panel June 2023 Page 3 Solar Glare and Glint Analysis Report KE105 Solar Analysis Results The project was analyzed with the following panel specifications, single-axis rotation, backtracking, 180 degrees tracking orientation, 0-degree panel tilt overnight, and smooth glass with anti- reflective coating. The specifics listed above are common for single-axis tracking panel systems located in the northern hemisphere. Analysis One had panels lying flat (0 degrees) overnight resulted in up to 30 minutes of glare per day throughout the site to most of the receptors which could be dangerous to nearby motorists and a nuisance to nearby residences. Further iterations were ran adjusting the resting angle of the panels until the final scenario was determined. The final model scenario, Analysis Two, resulted in no glare for all receptors found in Appendix A. Receptor Hazard Level Minutes(per year) Green 0 All Receptors Red 0 Table 2: Total Yearly Glare Hazard for Route Receptors Conclusion In Summary, there was no glare identified throughout the entire Project site after mitigating using panel specifications. It is recommended that the panels be installed using the same specifications noted in this analysis to minimize the likelihood for future mitigation requirements. If glare is identified due to the proposed site, additional glare analyses should be performed to determine mitigation options. June 2023 Page 4 Solar Glare and Glint Analysis Report KE105 Solar APPENDIX A ForgeSolar Glare Analysis Report June 2023 Page 5 FORGESOLAR GLARE ANALYSIS Project: KE1 05 Proposed ground mounted solar site located in Bristol,Illinois Site configuration: KE105 Created 30 May,2023 Updated 30 May,2023 Time-step 1 minute Timezone offset UTC-6 '' , Minimum sun altitude 0.0 deg ,i DNI peaks at 1,000.0 W/m2 I' R , Category 1 MW to 5 MW s ft 6 s li j{ ; Site ID 91810.16154 • 9 I1 iii Ocular transmission coefficient 0.5 Pupil diameter 0.002 m Eye focal length 0.017 m , 4'` I 4 Sun subtended angle 9.3 mrad PV analysis methodology V2 ? '� Google seo Summary of Results No glare predicted PV Array Tilt Orient Annual Green Glare Annual Yellow Glare Energy ° min hr min hr kWh PV array 1 SA SA 0 0.0 0 0.0 tracking tracking Total glare received by each receptor;may include duplicate times of glare from multiple reflective surfaces. Receptor Annual Green Glare Annual Yellow Glare min hr min hr Route 1 0 0.0 0 0.0 Route 2 0 0.0 0 0.0 Route 3 0 0.0 0 0.0 Route 4 0 0.0 0 0.0 OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 ",;;Forge Page 1 of 12 Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 ",::Forge Page 2 of 12 Component Data PV Arrays Name:PV array 1 Axis tracking:Single-axis rotation Backtracking:Shade Tracking axis orientation: 180.0° Max tracking angle:60.0° Resting angle:5.0° Ground Coverage Ratio:0.35 Rated power:- Panel material:Smooth glass with AR coating Reflectivity:Vary with sun Slope error:correlate with material Google' Vertex Latitude(°) Longitude(°) Ground elevation(ft) Height above ground(ft) Total elevation(ft) 1 41.690869 -88.425208 651.93 5.00 656.93 2 41.689363 -88.425487 651.19 5.00 656.19 3 41.689251 -88.424050 648.16 5.00 653.16 4 41.689779 -88.423063 646.02 5.00 651.02 5 41.689811 -88.422333 643.48 5.00 648.48 6 41.689555 -88.422011 645.99 5.00 650.99 7 41.689219 -88.422011 646.28 5.00 651.28 8 41.689347 -88.420337 644.39 5.00 649.39 9 41.689859 -88.417999 647.33 5.00 652.33 10 41.689924 -88.417773 647.06 5.00 652.06 11 41.691310 -88.417966 651.67 5.00 656.67 12 41.690861 -88.423129 651.16 5.00 656.16 '°;;;Forge Page 3 of 12 Route Receptors Name:Route 1 x Path type:Two-way 4 . 1 ° I � i Observer view angle:50.0° ' - j A t 1 Google Vertex Latitude(°) Longitude(°) Ground elevation(ft) Height above ground(ft) Total elevation(ft) 1 41.682920 -88.446207 642.93 5.00 647.93 2 41.691893 -88.406124 654.01 5.00 659.01 3 41.693480 -88.398979 654.38 5.00 659.38 4 41.693480 -88.398979 650.81 5.00 655.81 5 41.695066 -88.391833 653.91 5.00 658.91 Name:Route 2 _ Path type:Two-way ..'" a+'4 Observer view angle:50.0° x e 1 `Google Vertex Latitude(°) Longitude(°) Ground elevation(ft) Height above ground(ft) Total elevation(ft) 1 41.682428 -88.431942 636.65 5.00 641.65 2 41.683422 -88.430912 673.98 5.00 678.98 3 41.685730 -88.428080 641.29 5.00 646.29 4 41.687495 -88.427751 647.46 5.00 652.46 5 41.689057 -88.427386 650.92 5.00 655.92 6 41.689842 -88.427011 651.41 5.00 656.41 7 41.690587 -88.426270 652.62 5.00 657.62 8 41.691800 -88.424876 652.53 5.00 657.53 9 41.692758 -88.423824 652.67 5.00 657.67 10 41.693200 -88.423498 652.98 5.00 657.98 11 41.693897 -88.423240 653.59 5.00 658.59 12 41.694502 -88.423069 653.23 5.00 658.23 13 41.695865 -88.422708 652.95 5.00 657.95 14 41.698173 -88.422096 650.46 5.00 655.46 15 41.698790 -88.421882 652.14 5.00 657.14 16 41.699799 -88.421442 655.28 5.00 660.28 ";.Forge Page 4 of 12 Name:Route 3 j ,_ ;, Path type:Two-way 1 .: Observer view angle:50.0° J --., / ,6 Google • w , Vertex Latitude(°) Longitude(°) Ground elevation(ft) Height above ground(ft) Total elevation(ft) 1 41.705435 -88.446435 648.95 5.00 653.95 2 41.703641 -88.437552 661.72 5.00 666.72 3 41.703417 -88.435921 661.97 5.00 666.97 4 41.702744 -88.432488 655.99 5.00 660.99 5 41.702455 -88.431072 653.47 5.00 658.47 6 41.701783 -88.428454 653.08 5.00 658.08 7 41.700725 -88.424463 656.28 5.00 661.28 8 41.698098 -88.415751 654.62 5.00 659.62 9 41.697495 -88.413582 650.60 5.00 655.60 10 41.697335 -88.412895 650.60 5.00 655.60 11 41.697271 -88.412208 650.64 5.00 655.64 12 41.697399 -88.411307 649.92 5.00 654.92 13 41.697816 -88.409612 650.78 5.00 655.78 14 41.698284 -88.407812 651.75 5.00 656.75 15 41.698621 -88.407169 652.08 5.00 657.08 16 41.699486 -88.406053 652.95 5.00 657.95 ",:\Forge Page 5 of 12 Name:Route 4 . Path type:Two-way Observer view angle:50.0° dl c . r. .� 1. . tGoogle Vertex Latitude(°) Longitude(°) Ground elevation(ft) Height above ground(ft) Total elevation(ft) 1 41.698235 -88.408026 650.75 5.00 655.75 2 41.695775 -88.407457 650.50 5.00 655.50 3 41.691934 -88.406189 654.70 5.00 659.70 4 41.684900 -88.405409 652.70 5.00 657.70 5 41.684504 -88.405483 650.45 5.00 655.45 6 41.681810 -88.407172 643.12 5.00 648.12 7 41.681105 -88.407880 646.99 5.00 651.99 8 41.679661 -88.410931 643.21 5.00 648.21 9 41.679948 -88.411044 641.54 5.00 646.54 10 41.681506 -88.412726 638.87 5.00 643.87 11 41.681929 -88.413267 640.35 5.00 645.35 12 41.682906 -88.414828 643.37 5.00 648.37 13 41.683499 -88.415783 645.27 5.00 650.27 14 41.683924 -88.416512 646.42 5.00 651.42 15 41.684308 -88.417371 646.46 5.00 651.46 16 41.684726 -88.418939 647.33 5.00 652.33 17 41.685191 -88.423069 648.11 5.00 653.11 18 41.685511 -88.425505 645.00 5.00 650.00 19 41.685744 -88.428091 641.14 5.00 646.14 7,..... 'UForgeSo1ar Page 6 of 12 Discrete Observation Point Receptors Name ID Latitude(°) Longitude(°) Elevation(ft) Height(ft) OP 1 1 41.689593 -88.426598 653.83 15.00 OP 2 2 41.690274 -88.427124 650.39 15.00 OP 3 3 41.690683 -88.426749 652.83 15.00 OP 4 4 41.689585 -88.427607 651.02 15.00 OP 5 5 41.691838 -88.424200 653.71 15.00 OP 6 6 41.692535 -88.412605 648.96 15.00 OP 7 7 41.693112 -88.413367 651.61 15.00 OP 8 8 41.691334 -88.406589 649.44 15.00 OP 9 9 41.689003 -88.406571 644.33 15.00 OP 10 10 41.688319 -88.410659 650.43 15.00 OP 11 11 41.688202 -88.411983 649.36 15.00 OP 12 12 41.687765 -88.413770 647.19 15.00 OP 13 13 41.686425 -88.415082 647.14 15.00 OP 14 14 41.685614 -88.416637 647.73 15.00 OP 15 15 41.684815 -88.417612 647.73 15.00 OP 16 16 41.685316 -88.421203 641.64 15.00 OP 17 17 41.685801 -88.421879 638.44 15.00 OP 18 18 41.687796 -88.423005 648.42 15.00 OP 19 19 41.688266 -88.423772 645.47 15.00 OP 20 20 41.687513 -88.424180 648.47 15.00 OP 21 21 41.687144 -88.425875 645.25 15.00 OP 22 22 41.686865 -88.427138 645.21 15.00 OP 23 23 41.688757 -88.426838 650.72 15.00 OP 24 24 41.688340 -88.427299 650.47 15.00 ForgeSolar Page 7 of 12 Glare Analysis Results Summary of Results No glare predicted PV Array Tilt Orient Annual Green Glare Annual Yellow Glare Energy ° min hr min hr kWh PV array 1 SA SA 0 0.0 0 0.0 - tracking tracking Total glare received by each receptor;may include duplicate times of glare from multiple reflective surfaces. Receptor Annual Green Glare Annual Yellow Glare min hr min hr Route 1 0 0.0 0 0.0 Route 2 0 0.0 0 0.0 Route 3 0 0.0 0 0.0 Route 4 0 0.0 0 0.0 OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 �;1Forge Page 8 of 12 PV: PV array 1 no Glare found Receptor results ordered by category of glare Receptor Annual Green Glare Annual Yellow Glare min hr min hr Route 1 0 0.0 0 0.0 Route 2 0 0.0 0 0.0 Route 3 0 0.0 0 0.0 Route 4 0 0.0 0 0.0 OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 PV array 1 and Route: Route 1 No glare found PV array 1 and Route: Route 2 No glare found ";:Forge Page 9 of 12 PV array 1 and Route: Route 3 No glare found PV array 1 and Route: Route 4 No glare found PV array 1 and OP 1 No glare found PV array 1 and OP 2 No glare found PV array 1 and OP 3 No glare found PV array 1 and OP 4 No glare found PV array 1 and OP 5 No glare found PV array 1 and OP 6 No glare found PV array 1 and OP 7 No glare found PV array 1 and OP 8 No glare found PV array 1 and OP 9 No glare found PV array 1 and OP 10 No glare found PV array 1 and OP 11 No glare found PV array 1 and OP 12 No glare found �' ;11Forge Page 10 of 12 PV array 1 and OP 13 No glare found PV array 1 and OP 14 No glare found PV array 1 and OP 15 No glare found PV array 1 and OP 16 No glare found PV array 1 and OP 17 No glare found PV array 1 and OP 18 No glare found PV array 1 and OP 19 No glare found PV array 1 and OP 20 No glare found PV array 1 and OP 21 No glare found PV array 1 and OP 22 No glare found PV array 1 and OP 23 No glare found PV array 1 and OP 24 No glare found �*1:Forge Page 11 of 12 Assumptions "Green"glare is glare with low potential to cause an after-image(flash blindness)when observed prior to a typical blink response time. "Yellow"glare is glare with potential to cause an after-image(flash blindness)when observed prior to a typical blink response time. Times associated with glare are denoted in Standard time.For Daylight Savings,add one hour. The algorithm does not rigorously represent the detailed geometry of a system;detailed features such as gaps between modules,variable height of the PV array,and support structures may impact actual glare results.However,we have validated our models against several systems,including a PV array causing glare to the air-traffic control tower at Manchester-Boston Regional Airport and several sites in Albuquerque,and the tool accurately predicted the occurrence and intensity of glare at different times and days of the year. Several V1 calculations utilize the PV array centroid,rather than the actual glare spot location,due to algorithm limitations.This may affect results for large PV footprints.Additional analyses of array sub-sections can provide additional information on expected glare.This primarily affects V1 analyses of path receptors. Random number computations are utilized by various steps of the annual hazard analysis algorithm.Predicted minutes of glare can vary between runs as a result.This limitation primarily affects analyses of Observation Point receptors,including ATCTs.Note that the SGHAT/ ForgeSolar methodology has always relied on an analytical,qualitative approach to accurately determine the overall hazard(i.e.green vs. yellow)of expected glare on an annual basis. The analysis does not automatically consider obstacles(either man-made or natural)between the observation points and the prescribed solar installation that may obstruct observed glare,such as trees,hills,buildings,etc. The subtended source angle(glare spot size)is constrained by the PV array footprint size.Partitioning large arrays into smaller sections will reduce the maximum potential subtended angle,potentially impacting results if actual glare spots are larger than the sub-array size.Additional analyses of the combined area of adjacent sub-arrays can provide more information on potential glare hazards.(See previous point on related limitations.) The variable direct normal irradiance(DNI)feature(if selected)scales the user-prescribed peak DNI using a typical clear-day irradiance profile. This profile has a lower DNI in the mornings and evenings and a maximum at solar noon.The scaling uses a clear-day irradiance profile based on a normalized time relative to sunrise,solar noon,and sunset,which are prescribed by a sun-position algorithm and the latitude and longitude obtained from Google maps.The actual DNI on any given day can be affected by cloud cover,atmospheric attenuation,and other environmental factors. The ocular hazard predicted by the tool depends on a number of environmental,optical,and human factors,which can be uncertain.We provide input fields and typical ranges of values for these factors so that the user can vary these parameters to see if they have an impact on the results.The speed of SGHAT allows expedited sensitivity and parametric analyses. The system output calculation is a DNI-based approximation that assumes clear,sunny skies year-round.It should not be used in place of more rigorous modeling methods. Hazard zone boundaries shown in the Glare Hazard plot are an approximation and visual aid based on aggregated research data.Actual ocular impact outcomes encompass a continuous,not discrete,spectrum. Glare locations displayed on receptor plots are approximate.Actual glare-spot locations may differ. Refer to the Help page at www.forgesolar.com/help/for assumptions and limitations not listed here. Default glare analysis parameters and observer eye characteristics(for reference only): • Analysis time interval:1 minute • Ocular transmission coefficient:0.5 • Pupil diameter:0.002 meters • Eye focal length:0.017 meters • Sun subtended angle:9.3 milliradians ©Sims Industries d/b/a ForgeSolar,All Rights Reserved. T 4' Forgesolar Page 12 of 12 EXHIBIT E STORMWATER POLLUTION PREVENTION PLAN TPE, IL KE 105, LLC 15 Cannonball Trail Bristol (Kendall County), IL 60512 Prepared by: Kimley-Horn and Associates, Inc. 570 Lake Cook Road, Suite 200 Deerfield, IL 60015 Contact: Jason Cooper Prepared on: June 6, 2023 KimIeyHorn Kimley>>>Horn TABLE OF CONTENTS 1. STORMWATER POLLUTION PREVENTION PLAN 1 2. SITE DESCRIPTION 2 3. GENERAL SOIL DISTURBING ACTIVITIES 2 4. CONSTRUCTION SEQUENCE 3 5. CONSTRUCTION PHASE BEST MANAGEMENT PRACTICES 3 6. SOIL STABILIZATION 4 7. EROSION AND SEDIMENT CONTROLS 4 8. WASTE DISPOSAL 5 9. MAINTENANCE PLAN 6 10. MATERIALS MANAGEMENT PRACTICES 6 11. INSPECTIONS 8 12. FINAL MAINTENANCE 9 ATTACHMENTS Attachment 1 — SWPPP Preparation Certification Form Attachment 2— Owner's Certification Form Attachment 3— Contractor's Certification Form Attachment 4—Aerial Map Attachment 5— Location Map Attachment 6— USGS Map Attachment 7— NRCS Soil Report Attachment 8— BMP Installation Log Attachment 9—Amendment Log TPE, IL KE 105, LLC—Bristol(Kendall County), IL June 2023 Page i Kimley>>>Horn 1. STORMWATER POLLUTION PREVENTION PLAN The responsible party for the implementation, maintenance and inspection of all measures described in this Storm Water Pollution Prevention Plan is: (Contractor Operator and/or Responsible Authority) (Date) (Contractor Company Name) (Contractors Address) (Telephone) TPE, IL KE 105 Project Name and location information: 15 Cannonball Trail Bristol (Kendall County), IL 61334 TPE, IL KE 105, LLC-Bristol(Kendall County), IL June 2023 Page 1 Kimley>>>Horn 2. SITE DESCRIPTION 2.1. Project Description The proposed development is approximately 34 acres and is located at 15 Cannonball Trail in Bristol (Kendall County), IL. The project site will include solar panels, inverters, transformers, and other mechanical equipment as well as perimeter security fencing, gates, and an access road. 2.2. Existing Soils NRCS classifies the site soils as Brenton silt loam; 0 to 2 percent slopes(149A), Thorp silt loam; 0 to 2 percent slopes (206A), Lorenzo loam; 4 to 6 percent slopes (318C2, eroded), Dresden silt loam; 0 to 2 percent (325A) and 2 to 4 percent slopes (325B), Peotone silty clay loam; 0 to 2 percent slopes (330A), Waupecan silt loam; 0 to 2 percent slopes (369A), and Rush silt loam; 2 to 4 percent slopes (791B). The hydrological soil group associated with the soils is B, B/D, and C/D. Refer to Attachment 7 for the NRCS Soil Map. 2.3. Existing Site Description The existing site is currently used for agricultural purposes. 2.4. Adjacent Areas The site is bound to the north by agricultural fields, one residential property to the northwest, west by residential and commercial property along with Cannonball Trail, south by agricultural field and an existing railroad, and east by an agricultural field. 2.5. Project Name and Location: TPE IL KE 105 Solar 15 Cannonball Trail Bristol (Kendall County), IL 61334 2.6. Owner Name and Location: TPE IL KE 105, LLC 3720 S. Dahlia St. Denver, CO 80237 3. GENERAL SOIL DISTURBING ACTIVITIES Clearing and grubbing will occur first. Additional excavation and backfill for site access roads and electrical foundation pads, minor grading and topsoil spreading will be necessary. TPE, IL KE 105, LLC—Bristol(Kendall County),IL June 2023 Page 2 Kimley>>>Horn 4. CONSTRUCTION SEQUENCE 1. Install stabilized construction entrance 2. Prepare temporary parking and storage areas, upon implementation and installation of the following areas: trailer, parking, lay down, porta-potty, wheel wash, concrete washout, fuel and material storage containers, solid waste containers, etc. Denote them on the site maps immediately and note any changes in the locations as they occur throughout the construction process. 3. Install silt fence, silt fence rock outlets, filter sock or approved equivalent erosion control BMP's. 4. Clear/grub the site as necessary. Temporarily seed disturbed areas, throughout construction, that will be inactive for fourteen (14) days or more or as required by the general permit. 5. Stabilization of all exposed soil areas must be initiated immediately to limit soil erosion but in no case completed later than fourteen (14) days after the construction activity in that portion of the site has temporarily or permanently ceased. 6. Begin grading and constructing access roads, pile driving, racking installations, solar module placement, fencing, utility pole and overhead wires, and utility trenching. 7. Provide permanent seeding/stabilization per the landscape plan. 8. All stockpiles are to be removed as part of the permanent stabilization of the site. 9. Remove all temporary erosion and sediment control devices (only after site is fully stabilized and approved by the county). Note: The sequence of construction shown above is a general overview and is intended to convey the general concepts of the erosion control design and should not be relied upon for construction purposes. The contractor is solely responsible for detailed phasing and construction sequencing necessary to construct the proposed improvements included in these plans. The contractor shall notify engineer in writing immediately, prior to and/or during construction if any additional information on the construction sequence is necessary. Contractor is solely responsible for complying with the Authority Having Jurisdiction and all other applicable laws. �5. CONSTRUCTION PHASE BEST MANAGEMENT PRACTICES 2During the construction phase, the General Contractor shall implement the following measures: Silt fence/filter sock will be installed at the perimeter of the site to prevent soil runoff onto 3. surrounding properties, as needed. 4. Stormwater sediment controls will be implemented at the inlets and outlets for the proposed stormwater conveyance system. Appropriate sediment control measures will be implemented for construction vehicle traffic, including a stabilized construction entrance and concrete washout. Materials resulting from the clearing and grubbing, or excavation operations shall be stockpiled up slope from adequate sedimentation controls. Fast-germinating temporary seed shall be installed in areas where there will be no construction for longer than TPE, IL KE 105, LLC—Bristol(Kendall County), IL June 2023 Page 3 Kimley>>>Horn fourteen (14) days. This includes any temporary soil stockpiles. Materials removed to an off-site location shall be protected with appropriate controls and properly permitted. The general contractor shall designate areas for equipment cleaning, maintenance, and repair areas shall be protected by a temporary perimeter berm. Use of detergents for large scale washing is prohibited (i.e., vehicles, buildings, pavement surfaces, etc.). 5. Chemicals, paints, solvents, fertilizers, and other toxic materials must be stored in weatherproof containers. Except during application, the contents must be kept in trucks 6. or within storage facilities. Runoff containing such material must be collected removed from the site, treated, and disposed at an approved solid waste or chemical disposal 7. facility. 6. SOIL STABILIZATION The purpose of soil stabilization is to prevent soil from leaving the site. In the natural condition, soil is stabilized by native vegetation. The primary technique to be used at this project for stabilizing site soil will be to provide a protective cover of turf grass or gravel access road. Temporary Seeding -Within 7 days after construction activity ceases on any particular area, all disturbed ground where there will be construction longer than fourteen (14) days must be seeded with fast-germinating temporary seed or protected with mulch. 2. Permanent Seeding-All areas at final grade must be seeded within fourteen (14) days after completion of the major construction activity. Except for small level spots, seeded areas should generally be protected with mulch. 17. EROSION AND SEDIMENT CONTROLS Silt Fence-Silt fence is a synthetic permeable mesh fabric typically incorporating wooden support stakes at intervals sufficient to support the fence and water and sediment retained by the fence. Silt fence is also available with a wire mesh backing. The fence is designed to retain sediment-laden water to allow settlement of suspended soils before filtering through the mesh fabric for discharge downstream. Silt fence shall 2. be located to capture overland, low-velocity sheet flow. It shall be installed at the downstream location of all site runoff. Silt fence has the capacity to handle 0.25 acre per 100 feet of silt fence length. 3. Filter Sock- Filter sock is a sock filled with biodegradable compost material that is locked in place with wooden stakes downslope of the filter sock. Similar to silt fence, filter sock is designed to retain sediment-laden water to allow settlement of suspended soils before filtering through the compost material for discharge downstream. Construction Entrance/Exit-All access points from the public street into the construction site shall include a construction entrance/exit composed of coarse stone to the dimensions shown on the Construction Drawings. The rough texture of the stone helps to remove clumps of soil adhering to construction vehicle tires through the action of TPE, IL KE 105, LLC-Bristol(Kendall County), IL June 2023 Page 4 Kimley>>>Horn vibration and jarring over the rough surface and the friction of the stone matrix against soils attached to vehicle tires. Concrete Washout Area—The concrete washout area is used to contain concrete and liquids when the concrete mixers and trucks are rinsed out after delivery. It is an onsite designated cleaning area. The washout facility consolidates solids for easier disposal and prevents runoff of liquids. 4 Erosion Control Blanket-A temporary degradable rolled erosion control product composed of processed natural or polymer fibers mechanically, structurally, or chemically bound together to form a continuous matrix to provide erosion control and facilitate vegetation establishment. 5. 8. WASTE DISPOSAL 8.1. Erosion and Sediment Materials Soils that build up in silt fencing and silt dikes shall be spread on site and allowed to dry. The paved streets adjacent to the site entrance shall be swept as needed to remove mud, dirt, or rock tracked from the site. Dump trucks hauling material from the site shall be covered with a tarpaulin. 8.2. Construction Waste Materials All construction waste materials shall be collected and stored in a securely lidded metal dumpster rented from a licensed solid waste management company. The dumpster shall meet county and state solid waste management regulations. The dumpster shall be emptied as often as necessary in a lawful manner. The Owner shall instruct all personnel on the correct procedures for disposing of waste. Notices stating the policy shall be posted on site. No solid materials are allowed to be discharged from the site via stormwater. 8.3. Hazardous Waste All hazardous waste materials shall be disposed of in the manner specified by local and state regulations or by the manufacturer. The Owner shall instruct site personnel on these practices and the policy shall be posted on site. 8.4. Sanitary Waste All personnel involved with construction activities must comply with state and local sanitary or septic system regulations. Temporary sanitary facilities will be provided at the site throughout the construction phase. They must be utilized by all construction personnel and will be serviced by a commercial operator. TPE, IL KE 105, LLC—Bristol(Kendall County), IL June 2023 Page 5 Kimley>>>Horn 9. MAINTENANCE PLAN These inspection and maintenance practices shall be used to maintain erosion and sediment controls: All control measures shall be inspected at least once per week and within 24 hours following a rainfall event of 0.25 inches or greater. If measures are in need of repair, appropriate remedies shall be initiated immediately. 1. Silt fences shall be inspected for sediment build up, break through, and to see if they are functional. 2. Sediment shall be removed from the devices when the sediment has reached 1/3 the 3. height of each. 4. Stabilized construction entrances/exits shall be checked for sediment clogging the rock at the entrance/exit. 5. Streets shall be checked for sediment tracking due to vehicles. 6. Inspections shall evaluate disturbed areas and areas used for storing materials that are 7. exposed to rainfall for evidence of, or potential for, pollutants entering the drainage system or discharging from the site. If necessary, the materials must be covered, or original covers must be repaired or supplemented. Also, protective berms must be constructed, if needed, in order to contain runoff from material storage areas. 8. Grassed areas shall be inspected to confirm that a healthy stand of grass is maintained. The site has achieved final stabilization once all areas are covered with access gravel road or have stand of grass with at least 70 percent density. Areas must be watered, 9. fertilized, and reseeded as needed to achieve this requirement. All discharge points must be inspected to determine whether erosion control measures are effective in preventing significant impacts to receiving waters. 10. MATERIALS MANAGEMENT PRACTICES 10.1. Guidelines The following are the material management practices that shall be used to reduce the risk of spills or other accidental exposure of materials and substances to stormwater runoff. The following good housekeeping practices shall be followed onsite during the construction project: 1. An effort shall be made to store only enough products to do the job. 2. All materials stored onsite shall be stored in a neat, orderly manner in their appropriate containers and, if possible, under a roof or other enclosure. 3. Products shall be kept in their original containers with the original manufacturer's label. 4. Substances shall not be mixed with one another unless recommended by the manufacturer. TPE, IL KE 105, LLC—Bristol(Kendall County), IL June 2023 Page 6 Kimley>>>Horn 5. Whenever possible, all of a product shall be used up before disposing of the container. 6. Manufacturers' recommendations for proper use and disposal shall be followed. 7. The site superintendent shall inspect daily to ensure proper use and disposal of materials onsite. These practices are used to reduce the risks associated with the products described below. 10.2. Petroleum Products and Fuels All onsite vehicles shall be monitored for leaks and receive regular preventative maintenance. Petroleum products shall be stored in sealed containers according to local and state regulations. 10.3. Paints All containers shall be tightly sealed and stored when not in use. Excess paint shall not be discharged to the stormwater drainage but shall comply with local and state regulations. 10.4. Fertilizers If needed, fertilizers shall be applied in the minimum amounts required. Storage shall be in a closed shed or trailer. Partially opened bags shall be stored in sealable plastic bins. 10.5. Concrete Trucks Concrete trucks shall not be allowed to wash out or discharge surplus concrete or drain wash water on the site. These practices are used to reduce the risks associated with spill management: 1. Manufacturers' recommended methods for spill cleanup shall be clearly posted and site personnel shall be made aware of the procedures and the location of the information and cleanup supplies. 2. Materials and equipment necessary for spill cleanup shall be kept in the material storage area onsite. Equipment and materials may include, but are not limited to, brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, and plastic and metal trash containers specifically for this purpose. 3. All spills shall be cleaned up immediately after discovery. 4. The spill area shall be kept well ventilated, and personnel shall wear appropriate protective clothing to prevent injury from contact with hazardous substance. 5. Spills of toxic or hazardous materials shall be reported to the appropriate authorities. 6. The spill prevention plan shall be adjusted to include measures to prevent the spill from reoccurring. 7. Site personnel shall be designated by the site superintendent to be responsible for spill cleanup. These personnel shall receive training specific to the responsibility. TPE, IL KE 105, LLC—Bristol(Kendall County), IL June 2023 Page 7 Kimley>>>Horn 11. INSPECTIONS Qualified personnel shall inspect disturbed areas of the construction site that have not been finally stabilized, structural control measures, and locations where vehicles enter or exit the site at least once every seven calendar days and within 24 hours of the end of a storm that is 0.25 inches or greater or equivalent snowfall. Qualified personnel means a person knowledgeable in the principles and practice of erosion and sediment controls, such as a licensed professional engineer or other knowledgeable person who possesses the skills to assess conditions at the construction site that could impact stormwater quality and to assess the effectiveness of any sediment and erosion control measures selected to control the quality of stormwater discharges from the construction activities. Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters. Locations where vehicles enter or exit shall be inspected for evidence of off-site sediment tracking. Based on the results of the inspection, the description of potential pollutant sources identified in this plan and pollution prevention measures identified shall be revised as appropriate as soon as practicable after such inspection. Such modifications shall provide for timely implementation of any changes to the plan within 7 calendar days following inspection. A report summarizing the scope of the inspection, name(s)and qualifications of personnel making the inspection, the date(s) of the inspection, major observations relating to the implementation of the stormwater pollution prevention plan, and the actions taken shall be made and retained as part of the stormwater pollution prevention plan for at least three years from the date that the permit coverage expires or is terminated. The permittee shall complete and submit within 5 days an "Incidence of Noncompliance" (ION) report for any violation of the stormwater pollution prevention plan observed during an inspection conducted, including those not required by the plan. Submission shall be on forms provided by the Agency and include specific information on the cause of noncompliance, actions which were taken to prevent any further causes of noncompliance, and a statement detailing any environmental impact which may have resulted from the noncompliance. All reports of the noncompliance shall be signed by a responsible authority and mailed to the Agency at the address provided on the ION form. TPE, IL KE 105, LLC-Bristol(Kendall County), IL June 2023 Page 8 Kimley>>>Horn 12. FINAL MAINTENANCE The contractor shall maintain the erosion and sediment control measures identified on this plan until the site is stabilized to assure continued performance of their intended function. All temporary erosion and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the temporary BMPS are no longer needed. Trapped sediment will be removed and stabilized onsite. Disturbed soil areas resulting from removal of BMPs or vegetation will be permanently stabilized as soon as possible. When a site has been finally stabilized and all stormwater discharges from construction sites that are authorized by this permit are eliminated, the permittee shall submit a completed "Notice of Termination" (NOT). For the purposes of this plan, elimination of stormwater discharges associated with construction activity means that all disturbed soils at the site have been finally stabilized and temporary erosion and sediment control measures have been removed or will be removed at an appropriate time, or that all stormwater discharges associated with construction activity from the site that are authorized by a NPDES general permit have otherwise been eliminated. The NOT shall be signed by a responsible authority and mailed to the Agency at the address provided on the form. TPE, IL KE 105, LLC—Bristol(Kendall County), IL June 2023 Page 9 ■ Attachment 1 — SWPPP Preparation Certification Form Kimley>>>Horn SWPPP Preparer's Certification I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. /G -- 6/5/23 Signature Date Name: Jason Cooper Title: Project Manager Company Name: Kimley-Horn and Associates, Inc. Address: 570 Lake Cook Road, Suite 200 City, State: Deerfield, IL 60015 Phone Number: 630-487-3449 TPE, IL KE 105, LLC-Bristol(Kendall County), IL May 2023 ■ Attachment 2 — Owner's Certification Form Kimley>>>Horn Owner's Certification (to be duplicated and signed by the owner) I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature Date Name: Title: Company Name: Address: City, State: Phone Number: TPE, IL KE 105,LLC—Bristol(Kendall County), IL May 2023 • Attachment 3 — Contractor's Certification Form Kimley >>>Horn Contractor's Certification (to be duplicated and signed by each contractor or subcontractor) This SWPPP must clearly identify, for each measure identified within the SWPPP, the contractor(s) or subcontractor(s) that will implement each measure. All contractor(s) and subcontractor(s) identified in the SWPPP must sign the following certification: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature Date Name: Title: Company Name: Address: City, State: Phone Number: TPE, IL KE 105,LLC-Bristol(Kendall County), IL May 2023 • Attachment 4 — Aerial Map 1 S -1, :r' '.;w, i :4- 0"`.1t !:1 p� ar _. o prd Legend fi c, i r n °r �a I. i r 0 Project Location t 't 1 Y = y � � } +# / + Manche`st'e'r .Dr �A--- ; > { 3 J+ i* .: 1 r ' 1 ,, JY I >t t v aV oa ' NI/ .. # 4► Gay4, „, ✓ems t ti II l s —� 3 Steven G-Bridge v ' " '. Park �' L c a` �cc 1 W r z ... ,,. oafs :3 �1 ' "f 777 Bristol -9 , A if r ti r ` Blackberry Oak's A tea. - / ..:,.. olf Co�urs cei 0,'4. r ,' t ; ...kmr yam' t^ `• m r -11 4 '0 (2.'+ onball Trl � - i ` i" >'' # ",{' \ , > r Ke rie Y .v \ s / n 4 N Attachment 4-Aerial Map 0 0.15 0.3 34 Cannonball Trail, Bristol, Kimley>>>Horn . Miles Kendall County, IL • Attachment 5 — Location M a p 4,4 } 2 � ^»y « % / - � k«� © 4t �� \� } A ® ` \�� \ ;ƒ ��g << , . 44,1 ..... Legend Bvp3ss 30 30 11 Project Location ... 47 c -., T... .\ = "I> c 02' g Mancuester Dr Gaiery a Ro 0 Gaie., 3 , ..,.. R-6 a . c 0>e z co ... Steven G Bridge V Pa 'IIt?,1 i-lr i...- m m 4:zi 0 r o — = (I) t ,-,..• 0 Bristol 9- Blackberry Oaks Golf Course 0 , Bii"itui ftig,..,R u 0. I> R A ,c -4 Lynnwood 1. ,,0 •Q -- ,... 'Z. 0\ 0, Z' t, 0 r (e G a K, Lc •oz (.,., 'o- // (b r• ,o.'I / ,/ Cann4Onball 1- .,/ /. Saw Wee Kee, Park ,Ke.nnealC46' -A 46 ko 4- 7r.7" o 9j., fa y w o co % .53 E CountcYsida P k wy , .., N Attachment 5 - Location Map 0 0.25 0.5 A 34 Cannonball Trail, Bristol, Kendall County, IL KIMley)))Horn •Immim Miles • Attachment 6 — USGS M a p �\ 4 O. DV.A Oµts w,Toot ,111,4 `;wr�Rr ♦ORICVIuf AORAWag .*US Topa ,..,...., 111061. .,. w u nr F • h 0-01 " '` I k, 1 . g n t sx d � $ . , j C r ` F3 r _. / n . :v"r t M . • y ter . r..nss.. . ...� __ r .471 i r .. .,. ...«..... to _, ccc to. Y .e _..._ ®0n r _--� Ole lb ma a Attachment 7 — NRCS Soil Report • k 7411€ate; • mz z N V W O a OO6U96 00SU96 0014.1.90 00L9196 ODE91.90 OOBSl96 005S196 N in rs,M.9i.EZ 088 O O M,9S,CZ e88 N 0 ,5r.\-- if ,, s +‘ .� • ^Y i.,. fit } i ,` n e±x '''' 7) z.r. z_r c,b) i CON ity :m Q v, tCl, • iQ N r i m a p4 CGie�) ToT m a ci 8 ..N co N M Imfd tC1D rQa> �J 2 Nit M s , 8 �� CO T N F in i > N M '� ( �VLNmow. 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(n n o m a O 0 m N co cJ> c >. c6 C N C u) OCal r) CA O_ _U O 'a = a N Ncop 6 O a a .91, 2 O O t Z m L' K 8 To To ❑ Nc. 2 U Z.-) ❑ Z e u) o c P. D 2 < 9 Q t.3 m c Z 0 A • 0 d • o, ill W A gm W J I' a, a s a 5 a a, 2 u) c o — cm H g o >, co Q 2 a. a a ❑ 5 ❑ ❑ ❑ 5 a° 0 0 a, a a m m 0 i- 0 z o, < a m m U 0 0 z a) c cc Q a m m c a, tj y( \( < u) O• c d'• so > (S 0 = tl) .A. 0 Z U Al Wit; Hydrologic Soil Group-Kendall County, Illinois Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 59A Lisbon silt loam,0 to 2 C/D 13.6 0.9% percent slopes 103A Houghton muck,0 to 2 A/D 31.3 2.0% percent slopes 149A I Brenton silt loam,0 to 2 B/D 257.7 16.6% percent slopes 152A Drummer silty clay loam, !B/D 232.1 15.0% 0 to 2 percent slopes 206A Thorp silt loam,0 to 2 C/D 17.0 1 1.1% percent slopes 210A Lena muck,0 to 2 ND 3.7 0.2% percent slopes '219A Millbrook silt loam,0 to C/D 4.0 0.3%i ' 2 percent slopes 318C2 Lorenzo loam,4 to 6 B 62.0 4.0% percent slopes, eroded 318D2 Lorenzo loam,6 to 12 B 17.5' 1.1% percent slopes, ' eroded 325A Dresden silt loam,0 to 2 B 83.91 5.4% percent slopes 325E Dresden silt loam,2 to 4 B 184.0 11.9% percent slopes 327E Fox silt loam,2 to 4 B 49.1 ' 3.2% percent slopes 327C2 Fox silt loam,4 to 6 B 9.0 0.6%' percent slopes, eroded i 330A Peotone silty clay loam, C/D 49.7 3.2% 0 to 2 percent slopes 369A Waupecan silt loam,0 to B 273.3 17.7% 2 percent slopes 512A 'Danabrook silt loam,0 C 14.8 1.0% to 2 percent slopes 512E Danabrook silt loam,2 C 14.4 0.9% to 5 percent slopes 663A Clare silt loam,0 to 2 C 3.3 0.2% percent slopes 791A Rush silt loam,0 to 2 B 58.9 3.8% percent slopes 791B Rush silt loam,2 to 4 'B 10.1 0.7% percent slopes t si)\ Natural Resources Web Soil Survey 6/30/2022 +Cot Conservation Service National Cooperative Soil Survey Page 3 of 5 Hydrologic Soil Group—Kendall County,Illinois Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 969F Casco-Rodman B 1.5 0.1% complex,20 to 30 percent slopes 3107A Sawmill silty clay loam, B/D 147.4 9.5% heavy till plain,0 to 2 percent slopes, frequently flooded W Water 9.7 0.6% Totals for Area of Interest 1,548.1 100.0% 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, B/D, 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, B/D, 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 USDA Natural Resources Web Soil Survey 6/30/2022 Conservation Service National Cooperative Soil Survey Page 4 of 5 Hydrologic Soil Group—Kendall County, Illinois Component Percent Cutoff-None Specified Tie-break Rule: Higher USDA Natural Resources Web Soil Survey 6/30/2022 AIM Conservation Service National Cooperative Soil Survey Page 5 of 5 U Attachment 8 — BMP Installation Log 3 Kimley>>>Horn BMP INSTALLATION LOG Project: TPE IL KE 105, LLC Location: 15 Cannonball Trail Bristol (Kendall County), IL BMP Name Date Installed Description of BMP Installed Responsible Party TPE, IL KE 105,LLC-Bristol(Kendall County), IL June 2023 • Attachment 9 — Amendment Log i... 4 Kimley>>>Horn AMENDMENT LOG Project: TPE IL KE 105, LLC Location: 15 Cannonball Trail Bristol (Kendall County), IL Amendment No. Date Description of Amendment TPE, IL KE 105,LLC-Bristol(Kendall County), IL June 2023 EXHIBIT F ®TurninPoint Energy development-advisory-investment TPE IL KE105, LLC TPE IL KE106, LLC 3720 S. Dahlia St Denver, CO 80237 June 21, 2023 Jason Engberg Senior Planner United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Dear Mr. Engberg, Re: Topsoil at Solar Sites. The Legislation signed by Governor Pritzker on January 27, requires solar projects to enter into an Agricultural Impact Mitigation Agreement (AIMA) With the Illinois Department of Agriculture (IDOA). The AIMA form, provided by IDOA, includes the following language: "Any excavation shall be performed in a manner to preserve topsoil. Best Efforts shall be made to store the topsoil near the excavation site in such manner that it will not become intermixed with subsoil materials." We interpret this to mean that the topsoil must remain near, or adjacent to the location from which it is excavated. We intend to use helical anchors that are driven into the ground like screws; pilings will not be excavated. Soils will NOT be removed or hauled off-site. Any excavated topsoil will be spread around the point of extraction. Should you have any questions or require any additional information, please contact me by phone at 303.618.9570. or via email at sosborn@tpoint-e.com. Further, any official written correspondence regarding the application and/or payments may be delivered to me at the TPE Dahlia St. address shown above. Thank you, J. Scott Osborn Director of Project Development EXHIBIT G TurningPoint Energy development-advisory-investment TPE IL KE105, LLC TPE IL KE106, LLC 3720 S. Dahlia St Denver, CO 80237 June 23, 2023 Krysti Barksdale-Noble Community Development Director United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Dear Ms. Barksdale-Noble, Re: Native Seed Mixes Please see the attached Memorandum from our civil engineer, Kimley Horn confirming that the proposed vegetative groundcover will use species native to Illinois. Should you have any questions or require any additional information, please contact me by phone at 303.618.9570. or via email at sosborn@tpoint-e.com. Further, any official written correspondence regarding the application and/or payments may be delivered to me at the TPE Dahlia St. address shown above. Thank you, rr J. Scott Osborn Director of Project Development Kimley>>>Horn Page 1 June 22, 2023 Attn: Scott Osborn, Director of Project Development TurningPoint Energy Denver, Colorado RE: TPE KE105 & KE106, Yorkville, Illinois Native Vegetation Memorandum Dear Scott, This memo provided by Kimley-Horn verifies that the proposed vegetative groundcover for KE105 and KE106 will be native to the State of Illinois. The Preliminary Landscape Plans, dated April 13m, 2023, provide a list of over 30 species of groundcover vegetation, both grasses and forbs. The following list is a selection of some of the most abundant species by percentage in the seed mix compositions: • Schizachyrium Scoparium, native in many prairies and grasslands throughout most of the US. • Bouteloua curtipendula, native through South-Central Canada and the US down to Mexico. • Sporobolus heterolepis, native to dry prairies throughout the US. • Elymus canadensis, native through most of Canada and the US. • Echinacea purpurea, native to prairies through the Midwest and Southern US. • Dalea purpurea, native to prairies through the Midwest and Southern US. • Coreopsis lanceolata, native to prairies, meadows, and pastures throughout the US. • Rudbeckia hirta, native to prairies and grasslands throughout most of Canada and the US. • Spiraea alba, native to wet meadows and prairies through South-Central Canada and the Midwest US. • Allium cernuum, native through Canada and the US down to Mexico. • Geranium maculatum, native to woodlands and meadows through Canada and the US. Sincerely, Chris Wilson, PLA Kimley-Horn Phone: 630-487-3442 Email: chris.wilson(a�kimley-horn.com kimley-horn.com 4201 Winfield Road, Suite 600,Warrenville, IL 60555 630 487 5550 EXHIBIT H Engineering Enterprises, Inc. kir March 13, 2023 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Ridge Solar Farm 106 Annexation, Rezoning, Variance, & Special Use Request— 1st Submittal United City of Yorkville Dear Krysti: We have reviewed the following items for the above referenced project: • Project Narrative • Annexation Application • Rezoning Application • Variance Application • Special Use Permit Application • Zoning Site Plan • Wetland Delineation Report • Other Supporting Documentation Our review of these plans and reports are to generally determine their compliance with local ordinances and whether the improvements will conform to existing local systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review, we cannot and do not assume responsibility for design errors or omissions in the plans. As such, we offer the following comments: General 1. The following permits may be required during final engineering and should be provided to the City when obtained. The City and EEI should be copied on all correspondence with the agencies. • IEPA NPDES General Construction Permit is required. The Notice of Intent must be filed with IEPA 30 days prior to start of construction. 52 Wheeler Road • Sugar Grove, IL 60554 • Tel: 630.466.6700 • Fax: 630.466.6701 • www,eeiwch.com Ms. Krysti Barksdale-Noble March 13, 2023 Page 2 • Stormwater permit application in accordance with the Yorkville Storm Water Management Ordinance (Kendall Countywide Ordinance) 2. Since the project is a non-residential development on more than 3 acres it must meet the stormwater detention requirements per the Stormwater Ordinance. 3. Any impacts to the wetlands should be designed in accordance with the United City of Yorkville's Wetland Protection Regulations. 4. The following will need to be submitted with Final Engineering Plans: • Truck turning exhibits for delivery and emergency vehicles • Photometric plan • Decommissioning cost estimate • Permit from Kendall County for connection to Cannonball Trail 5. The development department should comment on the fence materials. 6. The development department sho\ld comment on the gravel driveway. If you have any questions or require additional information, please contact our office. Respectfully Submitted, ENGINEERING ENTERPRISES, INC. Bradley . Sanderson, P.E. Chief Operating Officer/ President BPS/tnp/pgw2 pc: Mr. Bail Olson, City Administrator (via email) Ms. Erin Willrett, Assistant City Administrator (via email) Mr. Jason Engberg, Senior Planner (via email) Mr. Eric Dhuse, Director of Public Works (via email) Mr. Pete Ratos, Building Department (via email) Ms. Dee Weinert, Admin Assistant (via email) Ms. Joni Behland, City Clerk (via email) Mr. Scott Osborn, TPE(via email) TNP, PGW2, EEI (Via e-mail) \\Milkyway\EEI_Storage\Docs\Public\Yorkville\2023\YO2310-DR Bristol Ridge Solar 106\Development\Final Engineering and Plat\Dots\Review and Response Letters\IcoyReview01.doc Engineering Enterprises, Inc. '41111r July 5, 2023 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Ridge Solar Farm 105 Annexation, Rezoning, Variance, & Special Use Request— 2"d Submittal United City of Yorkville Dear Krysti: We have reviewed the following items for the above referenced project: • Zoning Site Plan dated April 13, 2023, and prepared by Kimley-Horn • Alternate Zoning Site Plan dated April 13, 2023, and prepared by Kimley-Horn • Stormwater Pollution Prevention Plan dated June 6, 2023, and prepared by Kimley- Horn • Wetland Delineation Report dated June 2023 and prepared by Kimley-Horn • Decommissioning Report • Other Supporting Documentation Our review of these plans and reports are to generally determine their compliance with local ordinances and whether the improvements will conform to existing local systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review, we cannot and do not assume responsibility for design errors or omissions in the plans. As such, we offer the following comments: General 1. The following permits may be required during final engineering and should be provided to the City when obtained. The City and EEI should be copied on all correspondence with the agencies. 52 Wheeler Road • Sugar Grove, IL 60554 • Tel: 630.466.6700 • Fax: 630.466.6701 • www.eeiweb.com Ms. Krysti Barksdale-Noble July 5, 2023 Page 2 • IEPA NPDES General Construction Permit is required. The Notice of Intent must be filed with IEPA 30 days prior to start of construction. • Stormwater permit application in accordance with the Yorkville Storm Water Management Ordinance (Kendall Countywide Ordinance). Since the project is a non-residential development on more than 3 acres it must meet the stormwater detention requirements per the Stormwater Ordinance. • Kendall County DOT permit for connection to Cannonball Trail 2. Any impacts to the wetlands should be designed in accordance with the United City of Yorkville's Wetland Protection Regulations. 3. The development department should comment on the fence materials. 4. The development department should comment on the gravel driveway. 5. The following will need to be submitted with Final Engineering Plans: • Truck turning exhibits for delivery and emergency vehicles • Photometric plan • Landscape plan • Stormwater Management Report • Drain Tile Survey • Engineer's Estimate of Probable Costs that includes all public improvements within the ROW including utility connections and all soil erosion and sediment control items. This cost estimate will be used to determine the construction guarantee amount. In addition, a cost estimate needs to be provided for all site improvements which will be used to calculate the building permit fees. • See the attached Checklist for additional information needed at final engineering. Decommissioning Cost Estimate 6. The cost estimate should utilize a higher rate of inflation based on current economic conditions. 7. A note specifying the years used for the lifetime of the project should be added when calculating the inflation costs. Ms. Krysti Barksdale-Noble July 5, 2023 Page 3 If you have any questions or require additional information, please contact our office. Respectfully Submitted, ENGINEERING ENTERPRISES, INC. Bradley P. Sa derson, P.E. Chief Operating Officer/ President BPS/tnp/pgw2 pc: Mr. Bart Olson, City Administrator (via email) Ms. Erin Willrett, Assistant City Administrator (via email) Mr. Eric Dhuse, Director of Public Works (via email) Mr. Pete Ratos, Building Department (via email) Ms. Dee Weinert, Admin Assistant (via email) Ms. Joni Behland, City Clerk (via email) Mr. Scott Osborn, TPE(via email) TNP, PGW2, EEI (Via e-mail) \\Milkyway\EEI_Storage\Docs\Public\Yorkville\20231Y02309-DR Bristol Ridge Solar 105\Development\Final Engineering and Plat\Docs\Review and Response Letters\IcoyReview03.doc 1 `��a c/rr March 23,2023 J � O EST fie'___ *38 UNITED CITY OF YORKVILLE \$. GENERAL CHECKLIST FOR COMMERCIAL SITE PLANS/SINGLE LOT DEVELOPMENTS -itte ‘Vv (EXTERNAL USE ONLY) • Professional engineer signature and seal on drawings and calculations • Location map and address, J.U.L.I.E. note included on plans • Benchmarks based on NAVD 88 datum • Existing utilities and topography to be provided ✓ Existing elevations and contours shown at 1' intervals • Compliance with subdivision grading plan (if applicable) and/or provide proposed grading plan ✓ Proposed elevations and contours at 1' intervals ✓ Indicate building top of foundation (2 ft. above H.W.L.) ✓ Storm water drainage- safe outlet available and adequate conveyance provided • Flood plain or flood way requirements to be addressed, if necessary • Stormwater management ✓ Per Kendall County/Yorkville stormwater management ordinance ✓ Apply for storm water permit, if necessary • Provide stormwater pollution prevention (SWPP) plan ✓ Apply for NOI permit, if necessary ✓ Note that receipt of NPDES permit required prior to construction • Provide typical pavement sections • Pavement markings and signage • Entrance detail • Handicap ramp detail (use IDOT standard) • Show water service and include City standard details and notes • Show sanitary service with inspection manhole and include YBSD standard notes • Apply for appropriate IEPA permits—water and sanitary, if necessary • Provide easements, if necessary • Provide landscape plan • Provide photometric plan • Compliance with zoning code • Performance guarantee for public improvements • Overall cost estimate for all site improvements—for building permit fees G:\Public\Yorkville\Ordinances,Standard Notes,Forms and ChecklistslChecklistsl Single Lot Development Checklist-External.doc