The URL can be used to link to this page

Home My WebLink AboutGRIT ATHLETICS FACILITY - PDP - PDP160024 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTPRELIMINARY DRAINAGE REPORT Lot 13, the Amended Plat of Lots 13 and 14, Interchange Business Park Prepared for: R4 Architects 226 Remington Street, Unit 3 Fort Collins, CO 80524 970-224-0630 Prepared by: Interwest Consulting Group 1218 West Ash, Suite A Windsor, Colorado 80550 (970) 460-8488 August 2, 2016 Job Number 1284-069-00 ii August 2, 2016 Ms. Heidi Hansen City of Fort Collins Stormwater 700 Wood Street Fort Collins, CO 80522-0580 RE: Preliminary Drainage Report for Lot 13, the Amended Plat of Lots 13 and 14, Interchange Business Park Dear Wes, I am pleased to submit for your review and approval, this Preliminary Drainage Report for the Lot 13, the Amended Plat of Lots 13 and 14, Interchange Business Park development. I certify that this report for the drainage design was prepared in accordance with the criteria in the City of Fort Collins Storm Drainage Manual with variance requests as noted. I appreciate your time and consideration in reviewing this submittal. Please call if you have any questions. Sincerely, Reviewed By: Erika Schneider, P.E. Michael Oberlander, P.E., LEED AP Colorado Professional Colorado Professional Engineer No. 41777 Engineer No. 34288 iii TABLE OF CONTENTS TABLE OF CONTENTS ............................................................................................................ iii 1. GENERAL LOCATION AND DESCRIPTION ................................................................ 1 1.1 Location ........................................................................................................................... 1 1.2 Description of Property ................................................................................................. 1 2. DRAINAGE BASINS AND SUB-BASINS .......................................................................... 2 2.1 Major Basin Description ................................................................................................ 2 2.2 Sub-Basin Description ................................................................................................... 2 3. DRAINAGE DESIGN CRITERIA ...................................................................................... 2 3.1 Regulations ...................................................................................................................... 2 3.2 Directly Connected Impervious Area (DCIA) Discussion .......................................... 2 3.3 Development Criteria Reference and Constraints ...................................................... 3 3.4 Hydrologic Criteria ........................................................................................................ 4 3.5 Hydraulic Criteria .......................................................................................................... 4 3.6 Floodplain Regulations Compliance ............................................................................. 5 3.7 Modifications of Criteria ............................................................................................... 5 4. DRAINAGE FACILITY DESIGN ....................................................................................... 5 4.1 General Concept ............................................................................................................. 5 4.2 Specific Flow Routing .................................................................................................... 6 4.3 Drainage Summary ........................................................................................................ 6 5. CONCLUSIONS .................................................................................................................... 6 5.1 Compliance with Standards .......................................................................................... 6 5.2 Drainage Concept ........................................................................................................... 7 6. EROSION CONTROL ......................................................................................................... 7 7. REFERENCES ...................................................................................................................... 8 APPENDIX A VICINITY MAP, DRAINAGE AND EROSION CONTROL PLAN, AND FLOODPLAIN PLAN APPENDIX B HYDROLOGIC COMPUTATIONS APPENDIX C HYDRAULIC COMPUTATIONS (PROVIDED AT FINAL) APPENDIX D WATER QUALITY AND LID CALCULATIONS APPENDIX E BOX ELDER INFORMATION (SWMM MODEL) APPENDIX F FLOODPLAIN INFORMATION AND CITY OF FORT COLLINS FLOODPLAIN REVIEW CHECKLIST FOR 50% SUBMITTALS APPENDIX G SOILS INFORMATION, FIGURES AND TABLES 1 1. GENERAL LOCATION AND DESCRIPTION 1.1 Location The proposed project is located in the southeast corner of the intersection of Interstate 25 and State Highway 14. More specifically it is located in the northwest quarter of Section 15, Township 7 North, Range 68 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado. Please refer to the vicinity map in Appendix A. The project is located southeast of the Southeast Frontage Road and northwest of the Box Elder Creek. It is lot 13 of Interchange Business Park Amended Lots 113 and 14. Lot 14 is located to the west. Lot 12 of Interchange Business Park is located to the east. 1.2 Description of Property The property is approximately 1.2 acres in size and will consist of a single building and extension of the existing parking lot. Of the 1.2 acres, 0.83 acres will be developed. The site will be served by an existing private drive. The north portion of the land currently slopes to the north at about 1%. The remainder of the site slopes towards the Box Elder Creek at about 4%. The site is currently vacant except for an existing parking lot located in the northwest portion of the site. The majority of the ground cover is asphalt, gravel and exposed dirt. The existing soil type on-site consists of Nunn clay loam (60%), classified as Type C, Larimer-Stoneham complex (36%), classified as Type B and Paoli fine sandy loam (4%), classified as Type A by the Natural Resources Conservation Service. The area of development is within the Type C soils located in the north half of the site. Soil information is located in Appendix G. The Box Elder FEMA Floodplain is located in the south portion of the property. (FEMA FIRM Panel 08069C0983H, effective on May 2, 2012). The “City of Fort Collins Floodplain Review Checklist for 50% Submittals” and other floodplain information are included in Appendix F. 2 2. DRAINAGE BASINS AND SUB-BASINS 2.1 Major Basin Description The proposed development lies within the Box Elder Creek/Cooper Slough Master Drainage Basin. 2.2 Sub-basin Description The existing site discharges directly into Box Elder Creek. 3. DRAINAGE DESIGN CRITERIA 3.1 Regulations This report was prepared to meet or exceed the “City of Fort Collins Storm Drainage Design Criteria Manual” specifications. Where applicable, the criteria established in the “Urban Storm Drainage Criteria Manual” (UDFCD), developed by the Denver Regional Council of Governments, has been used. 3.2 Directly Connected Impervious Area (DCIA) Discussion Urban Drainage and Flood Control District (UDFCD) recommends a Four Step Process for receiving water protection that focuses on reducing runoff volumes, treating the water quality capture volume (WQCV), stabilizing drainageways and implementing long-term source controls. The Four Step Process applies to the management of smaller, frequently occurring events. Step 1: Employ Runoff Reduction Practices To reduce runoff peaks, volumes, and pollutant loads from urbanizing areas, implement Low Impact Development (LID) strategies, including Minimizing Directly Connected Impervious Areas (MDCIA). Runoff for 52% of the developed site will be routed through a rain garden thereby reducing runoff from impervious surfaces over a permeable area to slow runoff and increase the time of concentration and promote infiltration. 3 Step 2: Implement BMPs that Provide a Water Quality Capture Volume with Slow Release The rain garden helps reduce total runoff by allowing the water to infiltrate and allow sediments to settle while incorporating a slow release. Step 3: Stabilize Drainageways Natural Drainageways are subject to bed and bank erosion due to increases in frequency, duration, rate and volume of runoff during and following development. Because the site will drain to a proposed rain garden, bank stabilization is unnecessary with this project. No changes to the main Box Elder Creek channel floodway are proposed. Step 4: Implement Site Specific and Other Source Control BMPs Proactively controlling pollutants at their source by preventing pollution rather than removing contaminants once they have entered the stormwater system or receiving waters is important when protecting storm systems and receiving waters. This can be accomplished through site specific needs such as construction site runoff control, post- construction runoff control and pollution prevention / good housekeeping. It will be the responsibility of the contractor to develop a procedural best management practice for the site. 3.3 Development Criteria Reference and Constraints The runoff from this site has been routed to conform to the requirements of the City Stormwater Department. Water quality facilities are required for 50% of the site runoff. Water quality will be met through the use of a rain garden that will accept runoff from 52% of the site. Runoff reduction practices (LID techniques) are also required. 75% of all newly added or modified impervious area must be treated by LID techniques. The project adds 24,674 sf of newly developed area. Using the rain garden LID technique, 18,745 sf of newly developed area (76%) will be treated which is greater than the 75% requirement. Please refer to Appendix D for LID calculations and exhibit. 4 3.4 Hydrologic Criteria The City of Fort Collins Rainfall Intensity-Duration–Frequency Curves (Figure RA-16 of the City of Fort Collins Storm Drainage Design Criteria Manual) is used for all hydrologic computations associated with this project. Runoff computations were prepared for the 2-year and 10-year minor and 100-year major storm frequency utilizing the rational method. All hydrologic calculations associated with the basins are included in Appendix B of this report. Please refer to Appendix A for the Drainage and Erosion Control Plan depicting drainage basins and design points. Water quality volume was calculated using the method recommended in the “Urban Storm Drainage Criteria Manual”. Water quality capture volume calculations are located in Appendix D. 52% of the developed site runoff is treated in the rain garden. The site is located in the City of Fort Collins Box Elder/Cooper Slough master basin. This basin was analyzed as 73% impervious for the 100-year developed condition in the master plan. The work in the project area does not increase the imperviousness of the basin (remains 73%) and therefore; does not impact the overall peak flow in Box Elder Creek. Therefore, the site does not need detention (required in the Master Plan to keep the Box Elder Creek peak flow at or below existing conditions). Please refer to Appendices B and E for supporting documentation. Since the proposed release of the site does not increase the peak flow of Spring Creek, it is requested that a variance from the detention requirement be deemed acceptable by the City. 3.5 Hydraulic Criteria All hydraulic calculations will be presented in the final drainage report and prepared in accordance with the City of Fort Collins Drainage Criteria. All calculations will be included in Appendix C of this report and will be presented in the final drainage report. 5 3.6 Floodplain Regulations Compliance The site is within a FEMA regulated, 100-year Box Elder Creek flood fringe and floodway (Panel 08069C1003G). Therefore, a completed “City of Fort Collins Floodplain Review Checklist for 50% Submittals” has been included in Appendix F of this report. Chapter 10 “Flood Prevention and Protection” of the City Code has been referred to for this report. Construction activities will occur within the flood fringe and include installation of sidewalk, curb and gutter and asphalt parking, utility work and landscaping. A Floodplain Use Permit Application for this work performed in the Box Elder Creek flood fringe will be required. The building is located outside of the floodplain boundary. Survey will be required prior to construction proving that the building is located outside of the floodplain. The lowest floor (including basement or crawl space) and HVAC will be required to be elevated above the regulatory flood protection elevation. 3.7 Modifications of Criteria There are no modifications to criteria at this time for the proposed development. 4. DRAINAGE FACILITY DESIGN 4.1 General Concept The south half of the proposed development will be collected and conveyed to the proposed rain garden on the southeast portion of the site where it will be treated before being released over a spillway into the existing drive aisle where it will eventually discharge into Box Elder Creek. The north half of the development will continue existing conditions and flow northeast into the existing drive aisle where it will also eventually discharge into Box Elder Creek. 6 4.2 Specific Flow Routing A summary of the drainage patterns within each basin is provided in the following paragraphs. Basin A is 0.40 acres and includes the northwest portion of the site. This basin contains the existing parking area, proposed parking spaces and proposed sidewalks. Runoff from this basin will follow existing conditions and continue to sheet to the drive aisle and then flow to Box Elder Creek. Basin B is 0.43 acres and includes the building and storage yard. The building roof will be collected in roof drains and be conveyed to the rain garden located south of the building. The remainder of the basin will sheet flow east to the same rain garden. Water will be treated for water quality in the rain garden located north of the Box Elder Creek in the floodplain. Water will be released to the northeast to the existing drive aisle. Please refer to Appendix D for the rain garden design. 4.3 Drainage Summary Drainage facilities located outside of the right of way (including the proposed roof storm drain system and rain garden) will be maintained by the property owners. 5. CONCLUSIONS 5.1 Compliance with Standards All computations that have been completed within this report are in compliance with the City of Fort Collins Erosion Control Reference Manual for Construction Sites and the Storm Drainage Design Criteria Manual. 7 5.2 Drainage Concept The proposed drainage concepts presented in this report and on the construction plans adequately provide for stormwater quantity and quality treatment of proposed impervious areas. Conveyance elements will be designed during the final report to pass required flows and to minimize future maintenance. The design minimizes impacts to other utilities and properties and maintains the existing drainage flow paths as much as possible. The design will effectively control damage from storm runoff originating from the site. The recommended BMPs are sufficient to reduce runoff peaks, volumes and pollutant loads from the impervious areas of the site. If, at the time of construction, groundwater is encountered, a Colorado Department of Health Construction Dewatering Permit will be required. 6. EROSION CONTROL Erosion and sedimentation will be controlled on-site by use of vehicle tracking pad, concrete washout structure, wattles with construction fencing, and seeding and mulch. The measures will be designed to limit the overall sediment yield increase due to construction as required by the City of Fort Collins. During over-lot and final grading the soil will be roughened and furrowed perpendicular to the prevailing winds. During the performance of the work required by these specifications or any operations appurtenant thereto, whether on right-of-way provided by the City or elsewhere, the contractor shall furnish all labor, equipment, materials, and means required. The Contractor shall carry out proper efficient measures wherever and as necessary to reduce dust nuisance, and to prevent dust nuisance that has originated from his operations from damaging crops, orchards, cultivated fields, and dwellings, or causing naissance to persons. The Contractor will be held liable for any damage resulting from dust originating from his operations under these specifications on right-of-way or elsewhere. 8 Wherever construction vehicles access routes or intersect paved public roads, previsions must be made to minimize the transport of sediment by runoff or vehicles tracking onto the paved surface. The contractor will be responsible for clearing mud tracked onto city streets on a daily basis. All temporary and permanent erosion and sediment control practices must be maintained and repaired as needed to assure continued performance of their intended function. The disturbed area is not greater than 1 acre; therefore, a State of Colorado Discharge Permit will not be required for this project. An Erosion Control Report will be prepared during final design. 7. REFERENCES 1. City of Fort Collins, “Storm Drainage Criteria Manual”, (SDCM), dated March, 1986. 2. Urban Drainage and Flood Control District, “Urban Storm Drainage Criteria Manual”, Volumes 1 and 2, dated June 2001, and Volume 3 dated September 1999. 3. ICON Engineer, Inc., “Hydrologic Analysis of the Box Elder Creek/Cooper Slough Watershed”, dated April 2014. A APPENDIX A VICINITY MAP DRAINAGE AND EROSION CONTROL PLAN, FLOODPLAIN PLAN B APPENDIX B HYDROLOGIC COMPUTATIONS SUMMARY DRAINAGE SUMMARY TABLE Design Tributary Area C (10) C (100) tc (10) tc (100) Q(10)tot Q(100)tot Sub-basin REMARKS Point (ac) (min) (min) (cfs) (cfs) a A 0.40 0.70 0.87 5.0 5.0 1.4 3.5 b B 0.43 0.84 1.00 5.0 5.0 1.8 4.3 Rain Garden Page 7 Interwest Consulting Group RUNOFF COEFFICIENTS & % IMPERVIOUS LOCATION: GRIT PROJECT NO: 1284-069-00 COMPUTATIONS BY: es DATE: 7/18/2016 Recommended Runoff Coefficients from Table RO-11 of City of Fort Collins Stormwater Code, Volume I Recommended % Impervious from Table RO-3 Urban Storm Drainage Criteria Manual, Volume I Type C Soils Runoff % coefficient Impervious C Streets, parking lots (asphalt): 0.95 100 Sidewalks (concrete): 0.95 96 Roofs: 0.95 90 Gravel or Pavers: 0.50 40 Landscape Areas (Flat, heavy) : 0.20 0 Landscape Areas (Steep, heavy) : 0.35 0 SUBBASIN TOTAL TOTAL ROOF PAVED GRAVEL SIDEWALK LANDSCAPE RUNOFF % DESIGNATION AREA AREA AREA AREA AREA AREA AREA COEFF. Impervious REMARKS (ac.) (sq.ft) (sq.ft) (sq.ft) (sq.ft) (sq.ft) (sq.ft) (C) A 0.40 17,500 0 9,892 0 1,713 5,895 0.70 66 NORTH LOT B 0.43 18,745 7,756 7,108 0 1,054 2,826 0.84 81 BUILDING TOTAL 0.83 36,245 7,756 17,000 - 2,768 8,721 0.77 73 Equations - Calculated C coefficients & % Impervious are area weighted C = Σ (Ci Ai) / At Ci = runoff coefficient for specific area, Ai Ai = areas of surface with runoff coefficient of Ci n = number of different surfaces to consider At = total area over which C is applicable; the sum of all Ai's 7-13-16 FC FLOW.xls Interwest Consulting Group STANDARD FORM SF-2 TIME OF CONCENTRATION - 2 and 10 YR LOCATION: GRIT PROJECT NO: 1284-069-00 COMPUTATIONS BY: es DATE: 7/18/2016 2 and 10-yr storm Cf = 1.00 from Table RO-12 of City of Fort Collins Stormwater Code, Volume I SUB-BASIN INITIAL /OVERLAND TRAVEL TIME / GUTTER OR CHANNEL FLOW tc CHECK FINAL REMARKS DATA TIME (ti) (tt) (URBANIZED BASIN) tc DESIGN SUBBASIN(s) Area C Length Slope ti Length Slope n Vel. tt tc = Total L tc=(l/180)+10 PONIT (ac) (ft) (%) (min) (ft) (%) Manning (ft/s) (min) ti + tt (ft) (min) (min) (1) (2) (3) (4) (5) (6) (7) (8) rough. (9) (10) (11) (12) (13) (14) a A 0.40 0.70 20 2.0 2.7 180 1.0 0.016 2.0 1.5 4.2 200 11.1 5.0 b B 0.43 0.84 20 2.0 1.7 125 1.0 0.016 2.0 1.0 2.8 145 10.8 5.0 EQUATIONS: tc = ti + tt ti = [1.87 (1.1 - CCf ) L0.5 ] / S 1/3 tt = L/Vel. Velocity from Manning's Equation with R=0.1 (corresponds to Figure 3-3 of City of Fort Collins Design Manual) final tc = minimum of ti + tt and urbanized basin check min. tc = 5 min. due to limits of IDF curves 7-13-16 FC FLOW.xls Interwest Consulting Group STANDARD FORM SF-2 TIME OF CONCENTRATION - 100 YR LOCATION: GRIT PROJECT NO: 1284-069-00 COMPUTATIONS BY: es DATE: 7/18/2016 100-yr storm Cf = 1.25 from Table RO-12 of City of Fort Collins Stormwater Code, Volume I SUB-BASIN INITIAL /OVERLAND TRAVEL TIME / GUTTER OR CHANNEL FLOW tc CHECK FINAL REMARKS DATA TIME (ti) (tt) (URBANIZED BASIN) tc DESIGN SUBBASIN(s) Area C C*Cf Length Slope ti Length Slope n Vel. tt tc = Total L tc=(l/180)+10 PONIT (ac) (ft) (%) (min) (ft) (%) Manning (ft/s) (min) ti + tt (ft) (min) (min) (1) (2) (3) (4) (5) (6) (7) (8) rough. (9) (10) (11) (12) (13) (14) a A 0.40 0.70 0.87 20 2.0 1.5 180 1.0 0.016 2.0 1.5 3.0 200 11.1 5.0 b B 0.43 0.84 1.00 20 2.0 0.7 125 1.0 0.016 2.0 1.0 1.7 145 10.8 5.0 EQUATIONS: tc = ti + tt ti = [1.87 (1.1 - CCf ) L0.5 ] / S 1/3 tt = L/Vel. Velocity from Manning's Equation with R=0.1 (corresponds to Figure 3-3 of City of Fort Collins Design Manual) final tc = minimum of ti + tt and urbanized basin check min. tc = 5 min. due to limits of IDF curves 7-13-16 FC FLOW.xls Interwest Consulting Group RATIONAL METHOD PEAK RUNOFF (City of Fort Collins, 2-Yr Storm) LOCATION: GRIT PROJECT NO: 1284-069-00 COMPUTATIONS BY: es DATE: 7/18/2016 2 yr storm, Cf = 1.00 DIRECT RUNOFF CARRY OVER TOTAL REMARKS Design Tributary A C Cf tc i Q (2) from Q (2) Q(2)tot Sub-basin Design Point (ac) (min) (in/hr) (cfs) Point (cfs) (cfs) a A 0.40 0.70 5.0 2.85 0.8 0.8 b B 0.43 0.84 5.0 2.85 1.0 1.0 Q = Cf C iA Q = peak discharge (cfs) C = runoff coefficient Cf = frequency adjustment factor i = rainfall intensity (in/hr) from City of Fort Collins IDF curve (4/16/99) A = drainage area (acres) i = 24.221 / (10+ tc)0.7968 7-13-16 FC FLOW.xls Interwest Consulting Group RATIONAL METHOD PEAK RUNOFF (City of Fort Collins, 10-Yr Storm) LOCATION: GRIT PROJECT NO: 1284-069-00 COMPUTATIONS BY: es DATE: 7/18/2016 10 yr storm, Cf = 1.00 DIRECT RUNOFF CARRY OVER TOTAL REMARKS Design Tributary A C Cf tc i Q (10) from Q (10) Q(10)tot Sub-basin Design Point (ac) (min) (in/hr) (cfs) Point (cfs) (cfs) a A 0.40 0.70 5.0 4.87 1.4 1.4 b B 0.43 0.84 5.0 4.87 1.8 1.8 Q = Cf C iA Q = peak discharge (cfs) C = runoff coefficient Cf = frequency adjustment factor i = rainfall intensity (in/hr) from City of Fort Collins IDF curve (4/16/99) A = drainage area (acres) i = 41.44 / (10+ tc)0.7974 7-13-16 FC FLOW.xls Interwest Consulting Group RATIONAL METHOD PEAK RUNOFF (City of Fort Collins, 100-Yr Storm) LOCATION: GRIT PROJECT NO: 1284-069-00 COMPUTATIONS BY: es DATE: 7/18/2016 100 yr storm, Cf = 1.25 DIRECT RUNOFF CARRY OVER TOTAL REMARKS Des. Area A C Cf tc i Q (100) from Q (100) Q(100)tot Design Point Design. (ac) (min) (in/hr) (cfs) Point (cfs) (cfs) a A 0.40 0.87 5.0 9.95 3.5 3.5 b B 0.43 1.00 5.0 9.95 4.3 4.3 Q = C iA Q = peak discharge (cfs) C = runoff coefficient i = rainfall intensity (in/hr) from City of Fort Collins IDF curve (4/16/99) A = drainage area (acres) i = 84.682 / (10+ tc) 0.7975 7-13-16 FC FLOW.xls C APPENDIX C HYDRAULIC CALCULATIONS (PROVIDED AT FINAL) D APPENDIX D WATER QUALITY AND LID CALCULATIONS Sheet 1 of 2 Designer: Company: Date: Project: Location: 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, Ia Ia = 81.0 % (100% if all paved and roofed areas upstream of rain garden) B) Tributary Area's Imperviousness Ratio (i = Ia/100) i = 0.810 C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV = 0.27 watershed inches (WQCV= 0.8 * (0.91* i3 - 1.19 * i2 + 0.78 * i) D) Contributing Watershed Area (including rain garden area) Area = 18,745 sq ft E) Water Quality Capture Volume (WQCV) Design Volume VWQCV = 418 cu ft Vol = (WQCV / 12) * Area F) For Watersheds Outside of the Denver Region, Depth of d6 = in Average Runoff Producing Storm G) For Watersheds Outside of the Denver Region, VWQCV OTHER = cu ft Water Quality Capture Volume (WQCV) Design Volume H) User Input of Water Quality Capture Volume (WQCV) Design Volume VWQCV USER = cu ft (Only if a different WQCV Design Volume is desired) 2. Basin Geometry A) WQCV Depth (12-inch maximum) DWQCV = 12 in B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical) Z = 4.00 ft / ft (Use "0" if rain garden has vertical walls) C) Mimimum Flat Surface Area AMin = 279 sq ft D) Actual Flat Surface Area AActual = sq ft E) Area at Design Depth (Top Surface Area) ATop = sq ft F) Rain Garden Total Volume VT= cu ft (VT= ((ATop + AActual) / 2) * Depth) 3. Growing Media 4. Underdrain System A) Are underdrains provided? B) Underdrain system orifice diameter for 12 hour drain time i) Distance From Lowest Elevation of the Storage y = N/A ft Volume to the Center of the Orifice ii) Volume to Drain in 12 Hours Vol12 = N/A cu ft iii) Orifice Diameter, 3/8" Minimum DO = N/A in Design Procedure Form: Rain Garden (RG) ES INTERWEST July 13, 2016 GRIT RAIN GARDEN (BASIN B) Choose One Choose One 18" Rain Garden Growing Media Other (Explain): YES NO 7-13-16 RG.xlsm, RG 7/20/2016, 7:05 AM RAIN GARDEN SUMMARY Project Name: GRIT Wrestling Project Number: 1284-069-00 Company: INTERWEST CONSULTING GROUP Designer: ES Date: 7/20/2016 BASIN RAIN GARDEN AREA REQD RAIN GARDEN VOLUME REQD RAIN GARDEN BOTTOM AREA PROVIDED RAIN GARDEN TOP AREA PROVIDED RAIN GARDEN DEPTH RAIN GARDEN VOLUME PROVIDED BOTTOM OK? VOLUME OK? SF CF SF SF INCH CF B 279 418 540 1107 12 824 OK OK RAIN GARDEN SUMMARY Newly Developed Area 24,674 acre/sq. ft. Newly Developed Area Treated by LID (Rain Garden) 18,745 acre/sq. ft. Percent of Newly Developed Area Treated by LID 76 % Total Site 36,245 acre/sq. ft. Portion of Site Treated for WQ (Rain Garden) 18,745 acre/sq. ft. Percent of Area Treated for WQ 52 % No Less than 75% On-Site Treatment by LID Requirement 50% of Site Treated for WQ LID Table E APPENDIX E BOX ELDER INFORMATION (SWMM MODEL) 8100 South Akron Street, Suite 300, Englewood, CO 80112 Phone (303) 221-0802 / Fax (303) 221-4019 ICON ENGINEERING, INC. WWW.ICONENG.COM ✆ ✂✁ ☎ ✄ ✝ ✠ ✌☞ ✍✞☛ ✡✝✞☛ ✟✞ ✎ ✌ ✂ ✏✝✞ ✑✟ ✌✒ ✍✓ ✔ ☎ ✄ ✕✑✞ ✆ ✂✁ ☎ ✄ ✝ ✠ ✌☞ ✍☛ ✡✝✞☛ ✟✞ ✎ ✌ ✂ ✏✝✞ ✑✟ ✞ ✌✒ ✍✓ ✔ ✞ ☎ ✄ ✕✑ ✂✁ ☎ ✄ ✆ ✠ ✌☞ ✡✝✞☛ ✟✞✝ ✍ ✎ ✌ ✂ ✏✝✞ ✑✟ ✞☛ ✌✒ ✍✓ ✔ ☎ ✄ ✕✑✞ ✂✁ ☎ ✄ ✆ ✠ ✌☞ ✡✝✞☛ ✟✞✝ ✍ ✎ ✌ ✂ ✏✝✞ ✑✟ ✞☛ ✌✒ ✓✍ ✔ ☎ ✄ ✕✑✞ ✆✖ ✗✖ ✘ ✄ ✙ ✘✚✖✘✚✖✘ ✗✖ ✘ ✄ ✖ ✗✖ ✘ ✄ ✆ ✚✖✘✚✖✘ ✙ ✘ ✗✖ ✘ ✄ ✗✖ ✘ ✄ ✆✖ ✖✘✚✖✘ ✙ ✘✚ ✗✖ ✘ ✄ ✗✖ ✘ ✄ ✆✖ ✖✘✚✖✘ ✙ ✘✚ ✗✖ ✘ ✄ ✛✣✣✢✛✜✛ ✣✤✜ ✣✣✛✦ ✥ ✥ ✣★★✧ ★✣✜✦✢✣★ ✢✤✜✣ ✢ ✥ ✜★ ✜✩ ✥ ✣✣✣ ✣✣✤✛✜✪✣✜ ✣✩✛✪✣✜ ✧ ✥ ✦✪✜ ✤ ✥ ✣✜✣✜ ✣✣✣✩★✪✜ ✪ ★✤✜★✪✜ ✥ ✤✦✜ ✢ ✥ ✣✣✧ ✦✣✛✣✦✦✦ ✜★✜ ✣✜✪✤ ✥ ✥ F APPENDIX F FLOODPLAIN INFORMATION AND CITY OF FORT COLLINS FLOODPLAIN REVIEW CHECKLIST FOR 50% SUBMITTALS KKKKKKKKKK K KK KK KKK KK KKK KKKKKKKKKKKKK KKKKKK KKKKKKKKKK KKK KK KK KKKKKK KK KKKK K KKKKKKKKKKKKKKKKKKKKKKK K KKKKKKKKKKKKKKKK KK KKKKKKKKKKKK 4927ft NAVD88 4928ft NAVD88 4926ft NAVD88 4929ft NAVD88 4924ft NAVD88 4928ft NAVD88 4928ft NAVD88 XS#:14564 4927.5ft NAVD88 XS#:15107 4927.8ft NAVD88 XS#:14127 4925.4ft NAVD88 SE FRONTAGE RD OFF RAMP DENROSE CT SUNCHASE DR . Printed: 07/13/2016 All are floodplain approximate. boundaries This Agency information (FEMA) Flood is based Insurance on the Federal Rate Map Emergency (FIRM) and Management the City of Fort that the Collins referenced Master property Drainageway will or Plans. will not This be free letter from does flooding not imply or damage. City Designated A property Floodplain not in the may Special be damaged Flood Hazard by a flood Area greater or in a than not shown that predicted on the map. on the This map map or from does a not local create drainage liability problem on the part that results of the City, from or reliance any officer on this or employee information. thereof, for any damage FEMA Flood Risk Map Moderate Risk May - Areas include:of FEMA 500-year floodplain (FEMA Zone X-shaded). - Areas average of depths FEMA or of City less 100-than year 1 foot. floodplain (sheet flow) with Low Risk - Areas protected by levees from the 100-year flood. Areas floodplains. outside Local of FEMA drainage and problems City mapped may 100-still year exist. and 500-year FEMA - Areas Flood of FEMA Fringe 100-- May year Include:floodplain (FEMA Zones A, AE, AO, and AH) - Areas flow areas of City with 100-average year floodplain depths of including 1-3 feet. ponding areas and sheet There is a 1% annual chance that these areas will be flooded. High Risk FEMA fastest Floodway velocities. - Area of 100-year floodplain with greatest depths and 0 50 100 200 300 400 Feet City of Fort Collins Floodplain Review Checklist 50% Development Review Submittals Instructions: Complete this checklist by marking all boxes that have been adequately completed. Put an “NA” next to any items that are not applicable to this particular submittal. Any boxes that are left blank and do not have an “NA” marked next to them are considered incomplete. Date of Review:_____________ Reviewer’s Name:____________________________ Plat Map The following required items are on the plat: 100-year floodplain boundary City FEMA Floodway boundary City FEMA The benchmark number and elevation of benchmark These items match the FIRM. (FEMA Basin) These items match the Master Plan. (City Basin) The benchmark number and elevation match with those published in the City of Fort Collins benchmark system. Site Plan The following required items are on the site plan: 100-year floodplain boundary- FEMA and City 500-year floodplain boundary (if proposed structure is a “critical facility” and a 500-year floodplain is mapped) Floodway boundary Erosion buffer zones Restriction related to use (i.e. critical facility or no residential use of lower floor if floodproofed mixed-use structure) Drainage and/or Grading Plan (or a separate Floodplain Sheet if it is too cluttered on Drainage and Grading Plan) The following required items are on the drainage and/or grading plan: 100-year floodplain boundary- FEMA and City 500-year floodplain boundary (if proposed structure is a “critical facility” and a 500-year floodplain is mapped) Floodway boundary Erosion buffer zones Cross-section locations BFE lines Regulatory Flood Protection Elevation for individual lots or groups of lots if structures are to be built in the floodplain. The floodplain and floodway boundaries are in the correct location and labeled properly. The cross-section and BFE lines are in the correct location and labeled properly. Elevations are referred to the appropriate datum: FEMA basins – list in both NGVD 29 and NAVD 88 City basins – list only in NGVD 29 Floodway regulations have been met. No fill in the floodway unless a hydraulic analysis shows “no-rise”. No manufactured homes, except in an existing park, can be placed in the floodway. No changing a nonconforming non-residential or mixed use structure to a residential structure. Landscaping meets requirements for no encroachment in the floodway without a hydraulic analysis to show “no-rise”. No storage of materials or equipment. Critical facilities regulations have been met: 100 year – No life safety, emergency response, or hazardous material critical facilities 500 year Poudre – No life safety or emergency response critical facilities Any items in the floodway that can float (Example: picnic tables, bike racks, etc.) are noted as being anchored. Erosion Buffer Zone requirements have been met: Design of any allowed development minimizes disturbance to channel bed and banks. No structures allowed. No additions to existing structures allowed. Any fencing is split-rail design and break-away, but cabled. Must be oriented parallel to general flow direction. No detention or water quality ponds. No bike or pedestrian paths or trails except as required to cross streams or waterways. Road, bicycle and pedestrian bridges must span erosion buffer zone. No fill. No outdoor storage of non-residential materials or equipment. No driveways or parking areas. No irrigated vegetation and non-native trees, grasses, or shrubs. No utilities except as necessary to cross streams or waterways. No grading or excavation except as required for permitted activities in erosion buffer zone. No construction traffic except as required for permitted activities in erosion buffer zone. Any construction in the erosion buffer zone shows that it will not impact the channel stability. Any necessary floodplain modeling has been submitted and approved. All modeling must follow the City’s floodplain modeling guidelines. Special Poudre River Regulations Poudre River Floodway Regulations have been met. No construction of new residential, non-residential or mixed-use structures. No redevelopment of residential, non-residential or mixed-use structures. No additions to residential, non-residential or mixed-use structures. No fill unless hydraulic analysis shows “no-rise”. Poudre River floodplain regulations have been met No construction of new residential or mixed-use structures No additions to residential structures No additions to mixed-use structures if there is an expansion in the residential-use area of the structure. No floatable materials on non-residential sites Information Related to Structures in the Floodplain The regulatory flood protection elevation shown on the plans is at least 2 ft above the BFE for the Poudre River and at least 18” above the BFE for new development and redevelopment, 6” above the BFE for additions, substantial improvement and accessory structures for all other floodplains. A note is on the plans that the lowest floor (including basement or crawl space) and HVAC will be required to be elevated above the regulatory flood protection elevation. Non-residential structures can be floodproofed instead of elevated to the regulatory flood protection elevation. A typical drawing detail is included for each foundation type proposed (slab-on- grade, basement, crawl space) showing the elevation of the HVAC and lowest floor elevation (which includes bottom of the basement or crawl space) relative to the BFE. If garages are not going to be elevated to the regulatory flood protection elevation, then a note is included stating the following requirements: There shall be 1 square inch of venting for every 1 square foot of enclosed area. The bottom of the venting shall not be higher than 1 foot above grade. The venting shall be on at least two sides, preferably on upstream and downstream sides. (Does not have to be divided equally). For manufactured homes, a note is included stating that all submittal requirements on separate sheet titled “Installation of a Mobile Home Located in a Floodplain: Submittal Requirements” shall be met. A note is on the plans stating that a floodplain use permit will be required for each structure and each site construction element (detention ponds, bike paths, parking lots, utilities, etc.) in the floodplain. A note is on the plans stating that a FEMA elevation or floodproofing certificate will be completed and approved before the CO is issued for any structures in the floodplain. This is required even if property is only in a City floodplain. Drainage Report The site is described as being in the floodplain. Floodplain name and if the floodplain is a FEMA or City-designated is described. Any floodway or erosion buffer zones on the site are described. The FEMA FIRM panel # and date and/or the Master Plan information is cited. A copy of the FIRM panel with the site location marked is included in the report. If a floodplain modeling report has been submitted, that report is referenced. The reason for the floodplain modeling report is described. If a FEMA CLOMR or LOMR is going to be needed, the reason for the CLOMR or LOMR is described. If a FEMA LOMR is required after construction, this is stated in the report. The location of the structures relative to the floodplain is described. If there is both a FEMA and a City floodplain on the site, the location of the structures relative to both is described. The use of the structures is described. This is to determine if the structure is residential, non-residential, or mixed-use. Also, structures in all 100- year and Poudre River 500-year floodplains cannot be used as a critical facility. (See Chapter 10 of City Code for definitions.) The report describes how the development will be in compliance with the applicable floodplain regulations (Chapter 10 of City Code). (Examples: elevation of lowest floor above regulatory flood protection elevation, floodproofing, floodway regulations, erosion buffer zone regulations, no-rise, etc.) The type of foundation construction for the structures (i.e. slab-on-grade, crawl space, basement, etc.) is discussed in the report. The type of foundation matches with the details shown on the grading plan. The report states that the lowest floor (including basement or crawl space) and HVAC will be required to be elevated above the regulatory flood protection elevation. Non- residential structures can be floodproofed instead of elevated to the regulatory flood protection elevation. If garages are not going to be elevated to the regulatory flood protection elevation, then a note is included stating the following requirements: There shall be 1 square inch of venting for every 1 square foot of enclosed area. There bottom of the venting shall not be higher than 1 foot above grade. The venting shall be on at least two sides, preferably on upstream and downstream sides. (Does not have to be divided equally). If a non-residential structure is to be floodproofed, then a note is included stating that all requirements on separate sheet titled “Floodproofing Guidelines” shall be met. (Floodproofing guidelines can be obtained at http://fcgov.com/stormwater/pdf/fp- floodproofing.pdf) For manufactured homes, a note is included stating that all submittal requirements on separate sheet titled “Installation of a Mobile Home Located in a Floodplain: Submittal Requirements” shall be met. (Mobile Home guidelines can be obtained at http://fcgov.com/stormwater/pdf/fp-mobilhome.pdf) The report states that a floodplain use permit will be required for each structure and each site construction element (detention ponds, bike paths, parking lots, utilities, etc.) in the floodplain. A note is in the report stating that a FEMA elevation or floodproofing certificate will be completed and approved before the CO is issued. In the compliance section, Chapter 10 of City Code is listed. FEMA CLOMR Approval If a FEMA CLOMR is required, the necessary modeling has been submitted and approved by the City. Additional Comments: ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ Updated 11/29/2007 Terms to Note Lowest Floor Elevation – Elevation of the lowest floor of the lowest enclosed area (including bottom of basement or crawlspace). This is not the same as finished floor. The lowest floor should be distinguished from finished floor on plans and reports. Regulatory Flood Protection Elevation – For all floodplains except the Poudre River, the regulatory flood protection elevation is eighteen (18) inches above the base flood elevation. For the Poudre River floodplain, the regulatory flood protection elevation is twenty-four (24) inches above the base flood elevation. If there is both a FEMA and a City BFE, the higher BFE should be used to determine the regulatory flood protection elevation. Additional floodplain terminology is defined in Chapter 10 of City Code. NOTE: Issues specific to individual sites may arise that result in additional requirements. These will be discussed during initial meetings with the applicant. G APPENDIX G SOILS INFORMATION, FIGURES, TABLES AND EXCERPTS FROM REPORTS Hydrologic Soil Group—Larimer County Area, Colorado (GRIT) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/13/2016 Page 1 of 4 4491820 4491840 4491860 4491880 4491900 4491920 4491940 4491960 4491980 4492000 4491820 4491840 4491860 4491880 4491900 4491920 4491940 4491960 4491980 4492000 500030 500050 500070 500090 500110 500130 500150 500170 500030 500050 500070 500090 500110 500130 500150 500170 40° 34' 43'' N 104° 59' 58'' W 40° 34' 43'' N 104° 59' 52'' W 40° 34' 37'' N 104° 59' 58'' W 40° 34' 37'' N 104° 59' 52'' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 45 90 180 270 Feet 0 10 20 40 60 Meters Map Scale: 1:960 if printed on A portrait (8.5" x 11") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Larimer County Area, Colorado (CO644) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 34 Fort Collins loam, 0 to 1 percent slopes B 0.0 0.0% 62 Larimer-Stoneham complex, 3 to 10 percent slopes B 0.6 36.5% 73 Nunn clay loam, 0 to 1 percent slopes C 1.0 59.7% 81 Paoli fine sandy loam, 0 to 1 percent slopes A 0.1 3.8% Totals for Area of Interest 1.8 100.0% Hydrologic Soil Group—Larimer County Area, Colorado GRIT Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/13/2016 Page 3 of 4 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 Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Larimer County Area, Colorado GRIT Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/13/2016 Page 4 of 4 ✁ ✂ ✄ ☎ ✂ ✆ ✝ ✞ ✁ ✄ ✟ ✝ ✓ ✁ ✔ ✄ ✕ ✂ ✖ ✗ ✠ ✘ ✂ ✙ ☎ ✚ ✡ ✛ ✜ ✂ ☛ ✘ ☞ ✗ ✌ ✢ ✍ ✣ ✎ ✤ ✏ ✤ ✗ ✥ ✦ ✗ ✦ ✧ ✗ ★ ✢ ✗ ✥ ✩ ✔ ✪ ✗ ✫ ✤ ✬ ✗ ★ ✭ ✮ ✣ ✯ ✰ ✥ ✗ ✰ ✰ ✱ ✔ ✖ ✯ ✗ ✰ ✁ ✡ ☎ ✑ ✒ ✒ ❅ ✺ ✵ ✿ ✳ ✶ ✵ ✹ ✵ ❆ ✺ ✸ ✻ ✲ ✼ ☛ ✶ ✲ ✳ ✞ ✴ ✽ ✡ ✲ ✸ ✵ ✲ ✶ ✼ ✾ ✷ ✶ ✸ ✸ ✿ ✵ ✾ ✿ ✼ ✵ ✄ ❂ ❀ ❃ ✶ ✶ ✸ ✸ ✼ ❄ ✶ ✿ ✷ ✳ ✺ ✾ ✵ ✲ ✳ ❁ ✶ ✶ ✵ ✵ ✁ ✶ ✞ ☎ ✹ ✠ ✵ ✿ ✷ ✶ ✿ ✺ ✳ ✴ ❂ ✿ ❇ ❁ ❁ ✶ ✾ ✿ ❇ ✽ ✳ ❂ ● ✶ ✺ ❊ ✾ ● ✿ ✶ ✳ ✻ ✲ ✷ ✲ ✸ ✿ ❇ ✸ ✾ ✼ ❂ ❆ ✽ ✿ ☞ ✲ ✷ ✴ ✿ ❇ ❇ ✷ ❍ ✶ ✲ ✴ ✾ ✲ ✸ ✶ ✲ ✼ ✲ ✸ ✽ ✶ ✵ ✶ ✲ ✴ ✵ ✏ ❈ ❋ ❏ ■ ❉ ❉ ❑ ✄ ✳ ✴ ✠ ▼ ✂ ☛ ✺ ✿ ❃ ✲ ❁ ✺ ✵ ✲ ❇ ✽ ❇ ✾ ✻ ✾ ✸ ● ✸ ✿ ✾ ✿ ✲ ● ✾ ✲ ❂ ✺ ✲ ✼ ❇ ✳ ✸ ❆ ✸ ✶ ✶ ✶ ✿ ✾ ✳ ✲ ❇ ☞ ✾ ✵ ✷ ✵ ✲ ✾ ✾ ✾ ✷ ✲ ✸ ✼ ❇ ✽ ✲ ✶ ✸ ✴ ❁ ✏ ✶ ✸ ▲ ❋ ❋ ■ ❉ ❑ ❑ ❀ ✲ ▼ ✸ ◆ ✶ ✵ ✲ ❖ ❄ ✼ ❍ ✶ ✲ ❂ ✸ ✶ ✶ ✾ ✲ ✶ ✵ ✸ ✿ ✶ ✵ ❈ ❉ ❑ ❀ ✹ ✁ ✡ ❇ ✼ ✲ ✳ ✲ ✽ ✿ ✴ ❍ ❇ ✸ ✷ ✶ ❁ ✷ ✷ ❄ ✸ ✲ ✷ ❇ ✶ ✵ ✴ ✺ ❇ ✷ ✳ ❍ ❃ ✴ ✲ ✶ ✵ ✸ ✴ ✴ ✂ ✲ ✸ ✸ ✶ ✶ ✲ ✲ ✵ ✵ ❆ ❉ ✎ ✎ ❑ ❑ ❉ ☞ ▼ ✆ ✑ P ✿ ✸ ✻ ✵ ✽ ✻ ✶ ● ✾ ✶ ✵ ✶ ✷ ✳ ✿ ✳ ✸ ✾ ✿ ✶ ❊ ✼ ❇ ✲ ✶ ✻ ✻ ❇ ✳ ❇ ❇ ✷ ✷ ✾ ✴ ✵ P P ❖ ✺ ✲ ✲ ✲ ✵ ❁ ✳ ✶ ✳ ✸ ✲ ✲ ✿ ✳ ✼ ❇ ❇ ❍ ❍ ✷ ✺ ✵ ✵ ✾ ❇ ✾ ✿ ✿ ✵ ✺ ✴ ✵ ✸ ✶ ✲ ✻ ✿ ❇ ✳ ✶ ✴ ✏ ❘ ◗ ◗ ❉ ✹ ✾ ✸ ❀ ✆ ✶ ✲ ✸ ✶ ✲ ❄ ✾ ✵ ❄ ✶ ✶ ❆ ✴ ❇ ☞ ❃ ✲ ✼ ◆ ✶ ✴ ✏ ✎ ❘ ❑ ❑ ❑ ✁ ☛ ☛ ✲ ✲ ✸ ✷ ✿ P P ✷ ❄ ✶ ✻ ✳ ✳ ✵ ✵ ✵ ✲ ❖ ❖ ✳ ✵ ✼ ✴ ✲ ❇ ✲ ✳ P ❍ ✴ ✶ ✲ ❍ ❍ ❇ ◆ ✵ ✵ ✵ ✷ ✷ ✿ ✿ ❇ ❇ ❈ ❈ ❑ ❑ ❑ ❑ ■ ✹ ✶ ✶ ✒ ✿ ❁ ✺ ✸ ✶ ✵ ✁ ✑ ● ❙ ✾ ✽ ✸ ✷ ✺ ❁ ✽ ✁ ✑ ● ❉ ✻ ✷ ✸ ❃ ✶ ✸ ✼ ✶ ✳ ✾ ✲ ❁ ✶ ✿ ❂ ❃ ✶ ✸ ❄ ✿ ✷ ✺ ✵ ✳ ✶ ✵ ✵ ✍ ❴ ❵ ❫ ❵ ❚ ❱ ❳ ❚ ❪ ❭ ❚ ❱ ❩ ❩ ❪ ❬ ❚ ❱ ❚ ❳ ❨ ❪ ❲ ❱ ❚ ❯ ✻ ✷ ✸ ❴ ❛ t ❲ ❖ ✷ ✾ ✽ ✶ ✸ P ✿ ✵ ✶ ❴ ❛ ❜ ❲ ☞ ✁ ✑ ● ❏ ✏ ♥ ♦ ♣ ♠ ♦ ♣ ❝ ❡ ❣ ✐ ❣ ❧ ❦ ❝ ❡ ❢ ❣ ❤ ❧ ❥ ❝ ❡ ❢ ❢ ❞ ❧ ❝ ❡ ❝ ❞ ☞ ✁ ✑ ● ▲ ✏ ◗ ✉ ❑ ✈ ✇ ❑ ① ▲ ② ● ③ ❑ ✈ ① ✎ ④ ♥ ② ① t ⑤ ⑥ ① ② ⑦ r ⑧ s ⑨ ⑩ ⑩ ⑦ ❶ ♥ ⑩ ♦ ② ♣ ❷ ✈ ⑩ ⑨ ③ q ④ ❸ ❷ ✈ ④ ❹ ❷ ✁ ✑ ● ❈ ✁ ✂ ✄ ☎ ✆ ✝ ✄ ✞ ✞ ☎ ✆ ✟ ✠ ✆ ✡ ☎ ✟ ☛ ☞ ✌ ✍ ✂ ✄ ✟ ☎ ✎ ✆ ☞ ✝ ✂ ✠ ✏ ✍ ✠ ✆ ✑ ☛ ✑ ✍ ✂ ✒ ✠ ✖ ✕ ✓ ✔ ✔ ✔ ✓ ✓ ✓ ✓ ✓ ✓ ✙ ✘ ✗ ✔ ✔ ✔ ✓ ✓ ✓ ✓ ✓ ✓ ✜ ✛ ✚ ✔ ✔ ✔ ✓ ✓ ✓ ✓ ✓ ✓ ✕ ✓ ✢ ✔ ✔ ✓ ✓ ✓ ✓ ✓ ✔ ✓ ✓ ✕ ✓ ✔ ✓ ✓ ✖ ✓ ✔ ✓ ✓ ✣ ✤ ✥ ✦ ✧ ★ ✩ ✦ ✗ ✪ ✓ ✤ ✔ ✓ ✫ ✓ ✥ ✬ ✭ ✮ ✯ ✰ ✱ ✲ ✳ ✴ ✵ ✘ ✓ ✔ ✓ ✓ ✙ ✓ ✔ ✓ ✓ ✚ ✓ ✔ ✓ ✓ ✸✾✹✽✼✹✸✻✻✷✺✹✸✷✶ ❁❀✿✼ ❄ ❄❇ ❋ ❃❂ ❆❅ ❊❉❈ ✖ ● ❍ ■ ❏ ❑ ▲ ▼ ◆ ❑ ❖ ✕ ✓ ● ❍ ■ ❏ ❑ ▲ ▼ ◆ ❑ ❖ ✕ ✓ ✓ ● ❍ ■ ❏ ❑ ▲ ▼ ◆ ❑ ❖ )LJXUH5$±&LW\RI)RUW&ROOLQV 5DLQIDOO,QWHQVLW\±'XUDWLRQ±)UHTXHQF\&XUYHV & ❴ ❴ ✈ ❵ ❛ ❛ ✁ ✂ ✒ ☞ ☞ ✄ ✝ ✝ ✑ ☎ ☛ ☛ ✎ ✖ ✕ ✖ ✕ ✆ ✚ ✏ ✏ ✌ ☞ ✝ ✏ ✛ ✏ ✝ ✞ ☛ ✎ ✏ ✎ ✟ ✎ ✑ ✌ ☞ ✠ ✑ ✝ ☛ ✞ ✕ ✕ ✝ ✝ ✌ ✌ ✡ ✗ ✞ ✗ ☛ ☛ ☛ ✌ ☞ ✗ ✌ ✟ ✘ ☛ ☞ ✠ ✞ ✌ ✝ ✖ ✍ ✒ ✟ ✘ ✏ ✟ ✕ ✎ ✝ ✕ ✍ ☛ ✑ ✝ ✞ ✞ ☛ ✒ ✞ ☛ ✖ ✎ ✎ ✆ ✑ ✝ ✌ ✏ ✏ ✕ ✎ ✌ ✌ ✕ ✙ ☛ ✟ ✘ ✚ ☞ ✍ ☛ ✝ ✠ ✑ ☛ ✍ ✕ ✟ ✝ ✕ ✎ ✕ ✏ ☞ ✍ ✑ ✏ ✟ ☛ ✒ ✎ ✎ ✄ ✖ ✌ ✓ ✑ ✑ ✏ ✒ ✓ ✌ ✞ ✌ ✟ ✕ ✟ ✟ ✍ ✙ ✔ ☞ ☛ ✞ ✄ ✒ ✑ ☛ ✚ ✎ ✝ ✖ ✜ ✕ ✏ ✕ ✕ ✗ ✕ ☛ ☛ ☞ ✞ ✝ ✞ ☛ ✒ ☛ ✎ ✕ ✎ ✌ ✕ ✝ ✏ ✕ ☞ ✕ ✞ ✕ ✏ ✝ ☛ ☞ ✓ ✎ ✝ ✌ ☛ ✑ ✌ ✕ ✗ ✄ ✕ ✝ ✏ ✟ ☞ ✑ ✑ ✏ ☛ ☛ ☛ ✖ ✎ ✑ ✌ ✘ ✝ ✒ ☛ ✎ ☞ ✑ ☛ ✏ ✌ ✕ ✗ ✖ ✏ ☛ ☛ ✕ ✖ ✝ ✘ ✞ ✞ ✏ ✎ ✝ ✖ ✘ ☛ ✜ ✝ ✑ ✟ ✏ ✑ ✧ ✄ ☛ ✎ ✖ ✍ ☛ ✓ ✍ ✢ ✟ ✒ ✎ ✣ ✑ ✖ ✌ ✤ ✄ ✑ ✥ ✒ ✦ ☛ ✞ ✔ ✄ ✕ ✜ ✟ ✟ ☞ ✑ ✟ ☛ ☛ ✄ ✖ ✍ ✌ ☛ ✙ ✝ ✘ ✢ ✎ ☛ ✣ ✑ ✌ ✗ ✤ ✓ ☛ ✥ ✒ ✟ ✥ ☞ ✑ ✍ ✌ ✌ ✏ ✒ ✑ ✄ ✟ ✌ ☛ ✑ ✍ 7DEOH52 5DWLRQDO0HWKRG0LQRU6WRUP5XQRII&✾ ✸ ❀ ✸ ✹ ✹ ✹ ✹ ★ ❁ ✺ ❀ ✿ ✩ ❅ ✹ ✪ ❆ ❂ ✫ ❃ ✬ ✹ ❇ ✭ ✮ ✹ ✯ ❀ ✭ ✰ ✱ ✰ ✲ ✳ ✬ ✩ ✴ ✰ ✬ ✵ ✰ ✱ ✭ ✱ ✶ RHIILFLHQWVIRU=✷ ✰ ✩ ✻ ✲ ✻ ✻ ✻ ✲ ✼ RQLQJ&❄ ✼ ✼ ✼ ✭ ✽ ✽ ❈ ✫ ❄ ✭ ✩ ✱ ✯ ODVVLILFDWLRQV ❆ ❁ ❉ ❋ ✹ ✹ ❇ ● ❁ ❇ ✸ ❍ ✹ ❃ ✹ ✹ ❉ ✹ ❆ ■ ❇ ▼ ● ✹ ✹ ❅ ● ❆ ✸ ❆ ❏ ❅ ❅ ✹ ❇ ❇ ❇ ✹ ✹ ✹ ❇ ❇ ❁ ❅ ✹ ✸ ❇ ❅ ✹ ❇ ❀ ✹ ❆ ❅ ❆ ✹ ❇ ❅ ❇ ✹ ❑ ✻ ✻ ✻ ✻ ✼ ✼ ✼ ❈ ▲ ▲ ✼ ❊ ❄ ❄ ❄ ❂ ❃ ❖ ❋ ▼ ◆ ❇ ✿ ● ✹ ❅ ✹ P ❑ ❇ ◗ ❇ ❍ ❘ ❙ ❏ ✻ ✻ ✻ ✻ ✼ ✼ ✼ ✼ ▲ ▲ ▲ ❚ ❄ ❄ ❄ ❄ ✺ ❱ ◗ ❭ ❋ ❍ ❖ ❘ ❃ ❪ ■ ◗ ■ ❭ ❘ ◗ ❖ ❍ ❃ ❭ ❫ ❱ ❃ ❍ ❃ ❭ ❖ ❍ ● P ◗ ❍ ❪ P ● ❘ ❃ ✾ ❖ ❃ ❪ ❖ ❙ ❂ ✸ ❩ ❘ ■ ✹ ● ✹ ❯ ❬ ❇ ● ■ ❍ ✹ ❅ ❴ ❙ ❀ ❱ ❍ ❳ ❪ ❲ ❘ ■ P ❖ ❍ ❱ ❏ ❃ ● ❱ ❴ ● ❋ ❪ ❵ ❖ ❍ ● P ◗ ❍ ❪ P ● ❲ ❙ ■ ❘ ● ■ ◗ ■ ❴ ■ ◗ P ❱ ❛ ◗ P ❍ ❪ ✻ ✻ ❙ ✻ ■ ✼ ✼ ▲ ❨ ✼ ❨ ✺ ❄ ❄ ❱ ❋ ◗ ❱ ❴ P ❵ ■ ❇ ❍ P ❜ ❀ ❘ ❃ ❖ ✾ ● ■ ❇ ❱ ❖ ■ ❅ ❘ ● ❘ ❝ ■ ❃ ❖ ■ ❖ ✼ 7DEOH52 5DWLRQDO0HWKRG5XQRII&❑ P ◗ ■ ❛ ❇ ✐ ■ ✷ ❱ P ● ◗ ❞ ● ❲ ❘ ❃ ❅ ✴ ❯ ❵ ❪ ❲ ✬ ■ ❘ ◗ ✴ ❘ ❙ ■ ❙ ✫ ◗ P P ❤ ■ ✯ ✩ ❍ ❃ ✬ ❭ ✰ ✲ ❙ ❱ ❡ P ❢ ● ❅ ✬ ✲ ❖ ✴ ◗ ❍ ✫ ❯ RHIILFLHQWVIRU&✩ ■ ● ❏ ❣ ❢ ✱ ✰ ✲ ✲ RPSRVLWH$✻ ✻ ✷ ✻ ✼ ✼ ▲ ▲ ✼ ✰ ❄ ❄ ❄ ✩ ✲ ✲ ✭ ✫ ✭ ✩ ✱ QDO\✯ VLV ❀ ❘ ❥ ✸ ✸ ✺ ❛ ❃ ❙ ❱ ■ ❯ ❘ ● ❪ ❱ ■ P ❅ ❜ ◗ ❴ ❦ ● ❘ ● ❪ ❘ ❨ ❭ ❙ ❃ ■ ❧ ■ ❖ ❖ ❜ ❨ ❘ P ● ● ❱ ❲ ❱ ❍ ❵ ❊ ❙ ❘ ❏ ❧ ❙ P ✻ ✻ ✻ ✻ ✼ ✼ ▲ ♠ ✼ ✼ ♠ ❚ ❄ ❄ ❀ ❘ ❥ ❑ ✺ ❛ ❑ ❃ P ❙ P ❯ ❘ ■ ■ ● ■ ■ P ■ ❅ ❲ ❲ ◗ ❦ ❵ ❘ ■ ❨ ❭ ♥ ♥ ❘ ❧ ■ ❊ ❊ ❯ ❧ ❧ ❜ ❨ P ● ❱ ❱ ❍ ❊ ❙ ❏ ❧ ✻ ✻ ✻ ✻ ✼ ✼ ❨ ✽ ✼ ✼ ❨ ❨ ❄ ❄ ✂ ♦ ☎ ♣ ✎ ☛ q r s t ✉ ✈ ✇ ① ② ③ ④ ✏ ✑ ✟ ✖ ✖ ☛ ✖ ✔ ✌ ✝ ✞ ☛ ✟ ✖ ✟ ✑ ✕ ✝ ✍ ✍ ✝ q ✑ ⑤ ✁ ✟ ✜ ✂ &✠ ✗ ✄ RPSRVLWH5XQRII&☎ ☎ ✟ ✆ ✒ ✝ ✒ ✓ ✓ ☎ ✞ ✔ ✔ ✟ ✕ ✕ ✠ ✓ ✓ ✡ ✠ ✠ ☛ ✆ ✆ ✎ ✎ ☞ ✟ ✟ ☛ ✄ ☎ ✄ ✡ ✡ ✠ ✝ ✆ ✝ ✝ ✓ ✓ ✠ ✌ ✌ ✌ ✌ ☎ RHIILFLHQW ✄ ✒ ✒ ✟ ✓ ✓ ✟ ✟ ✌ ✄ ✌ ✌ ✟ ✌ ✌ ✆ ✆ ✍ ✒ ✒ ✡ ✆ ✆ ✟ ✟ ✟ ✝ ✝ ✝ ✎ ✎ ✎ ✏ ✔ ✆ ✑ ✠ ✡ ✒ ✓ ✠ ✓ ☛ ✎ ✔ ✎ ☛ ☎ ✕ ✆ ✟ ✝ ✓ ✒ ✟ ✠ ☎ ✖ ✟ ✏ ✖ ✒ ✡ ✡ ✠ ✓ ✏ ✆ ✌ ☎ ✝ ✎ ✏ ✞ ✟ ☎ ✖ ✝ ✎ ✗ ✖ ✌ ✟ ✓ ✎ ✄ ✌ ✗ ✓ ☎ ☎ ✏ ✎ ✝ ✏ ✓ ✗ ✑ ✢ ☎ ✞ ✠ ✆ ✆ ✝ ✛ ✔ ✞ ✟ ✡ ✝ ✌ ✏ ✓ ✎ ✖ ✆ ✄ ✕ ✄ ✔ ☎ ✏ ✟ ✆ ✡ ✝ ✏ ✠ ☎ ☎ ✡ ✞ ✣ ✄ ✟ ✌ ☎ ✠ ✒ ✡ ✟ ☛ ✠ ☞ ☛ ✓ ☎ ✄ ✠ ✘ ✆ ✝ ✓ ✙ ✝ ✆ ✝ ✞ ✒ ✏ ☎ ✠ ✠ ✆ ✌ ✆ ✒ ☎ ✎ ✆ ✓ ✝ ✠ ✙ ✚ ✝ ✠ ✡ ✒ ✗ ✒ ☎ ✠ ☞ ✦ ✥ ( ✦ ✤ ✦ ) ★ ∑ ★ ✧ ✧ ✰ ✗ = ✟ ✄ ✟ = ✩ ✣ ✪ ✫ ✬ ✭ ☞ ✮ ✯ ✵ ✱ ✝ ✱ ✳ ✳ ✲ ✲ ✲ ✲ ✸ ✱ ✬ ✵ ✡ ✓ ✡ ✄ ✔ ✔ ✟ ✝ ☎ ☛ ✓ ✕ ✟ ✌ ✓ ✓ ✌ ✄ ✌ ✠ ✱ ✆ ✓ ✴ ✎ ✌ ✟ ✓ ✡ ✟ ✖ ✄ ✬ ✌ ✌ ✆ ✌ ☎ ✌ ✡ ✆ ✌ ✒ ✝ ✒ ✟ ✟ ✓ ✆ ✄ ✟ ✟ ✌ ✢ ✝ ✌ ✝ ✎ ✆ ✎ ✱ ✎ ✌ ✗ ✠ ✓ ✓ ✡ ✟ ✄ ✬ ✄ ✌ ✌ ✴ ✡ ✌ ☎ ✆ ✕ ✝ ✒ ✒ ✟ ✓ ✟ ✆ ✒ ✟ ✌ ✠ ✌ ✆ ✝ ✌ ✎ ✎ ✱ ✓ ✆ ✒ ✓ ☛ ✵ ✟ ✟ ✌ ✄ ✌ ✒ ✟ ✆ ✓ ☎ ✒ ✝ ✆ ✫ ✟ ✠ ✵ ✝ ✆ ✖ ✎ ✳ ✯ ✟ ✓ ✄ ✌ ✟ ✖ ✱ ✳ ✶ ☎ ✒ ✄ ✟ ✠ ✓ ✄ ✌ ✟ ✟ ✎ ✷ ✫ ✺ ✯ ✵ ✵ ✹ ✝ ✲ ✟ ✢ ✜ ✓ ✻ ✎ ✼ ☎ ✽ ✏ ✾ ✵ ✿ ❀ ✄ ❁ ✟ ☎ ❂ ✓ ❃ ❄ ✛ ❅ ✟ ✄ ✆ ✠ ✢ ☎ ✗ ✖ ✆ ✖ ✒ ✟ ✗ ✖ ✱ ✶ ✎ ✆ ✓ ✠ ✄ ☎ ✟ ✕ ☎ ✕ ✖ ✏ ✆ ☎ ✒ ✠ ☎ ☛ ✌ ✓ ✏ ✟ ✏ ✏ ✶ ✓ ☎ ✢ ✒ ✄ ✠ ✟ ✣ ✠ ✓ ✄ ✌ ✟ ✟ ✎ ✷ ✎ ✠ ✄ ✜ ✜QIUHTXHQW6WRUPV 5XQRII&✄ ✡ ✎ ☎ ✗ ✗ ✓ ✝ ✎ ✟ ✟ ✄ ✓ ✆ ✔ ✠ ✓ ✄ ✌ ✟ ✝ ✌ ✡ ✠ ✙ ✶ ✌ ✝ ✢ ✄ ✓ ✖ ✜ ✟ ✆ ✌ ✟ ✍ ✗ ✎ RHIILFLHQW$✌ ✕ ✗ ✡ ✆ ✒ ✄ ✠ ✟ ✟ ✗ ✓ ✝ ☎ ✠ ✆ ✟ ✒ ✖ ✞ ✠ ✌ ❊ ✑ ✆ ✗ ✌ ✓ ✡ ✆ ✟ ☎ ✒ ✝ ✠ ✄ ✖ ✆ ✎ ✟ ✔ ❊ ✄ ✆ ✝ ✝ ✟ ✡ ✟ ✎ ✎ ✎ ✠ ✟ ✟ ✠ ✝ GMXVWPHQWIRU,✎ ✔ ✝ ✝ ✎ ✕ ✎ ✠ ✆ ✄ ✟ ✆ ✆ ✠ ✓ ✓ ✎ ✝ ✆ ☎ ✝ ✛ ✎ ✟ ✕ ✶ ✆ ✠ ✌ ✖ ✕ ✶ ☎ ✟ ✟ ✏ ✒ ☎ ✛ ✆ ✖ ✎ ✝ ✟ ☎ ✓ ✖ ✕ ✆ ✄ ☎ ✝ ✓ ✠ ✖ ✎ ✓ ☞ ✎ ❊ ☎ ✎ ☎ ✡ ✄ ✄ ✎ ☛ ☎ ✟ ✠ ✗ ✏ ✎ ✝ ✟ ✟ ✔ ✌ ✠ ✓ ✠ ✒ ✕ ✟ ✡ ✓ ✬ ✆ ✝ ✝ ✄ ✔ ✭ ✎ ☎ ✖ ✎ ✓ ✕ ☞ ✆ ✆ ✓ ✌ ✓ ❆ ✝ ✝ ❇ ✠ ✎ ✜ ✗ ✆ ✎ ☎ ☎ ✟ ✟ ☎ ✝ ✝ ☛ ✄ ✄ ✖ ✖ ✡ ✏ ✡ ✟ ✝ ✬ ✝ ✓ ✬ ✓ ✓ ✎ ✭ ✗ ✌ ✌ ✭ ✌ ✌ ✟ ☞ ❆ ☞ ✄ ✒ ✒ ❆ ❆ ✓ ✓ ✏ ❈ ✓ ✟ ✟ ☎ ✙ ✠ ✌ ✌ ✄ ✌ ✠ ✌ ✟ ✆ ✆ ✟ ✒ ✒ ☎ ✠ ✆ ✆ ✟ ✕ ✟ ✎ ✝ ✕ ✝ ✗ ✎ ✄ ✎ ☎ ✙ ✓ ✎ ✆ ✠ ✕ ✗ ✄ ✄ ☎ ✆ ✟ ☎ ✛ ✍ ✎ ✟ ✟ ✡ ✆ ☎ ✌ ✄ ✓ ✟ ✕ ✄ ✖ ✄ ✡ ✓ ✖ ✠ ✕ ✡ ✟ ✓ ✟ ✢ ✄ ✎ ✎ ✓ ✆ ✆ ✓ ✎ ✗ ✎ ✝ ✗ ☎ ✎ ✟ ✗ ✏ ✏ ✟ ✏ ✑ ✟ ❈ ✠ ✠ ✠ ☞ ✔ ✟ ✑ ✝ ✟ ☎ ✆ ☎ ✏ ✝ ✏ ✄ ✟ ✞ ✄ ✠ ✎ ☎ ✟ ✓ ✔ ✌ ✄ ✌ ✔ ✓ ✟ ✡ ✒ ✟ ✎ ✝ ✛ ✎ ✓ ✟ ✓ ✝ ✝ ✌ ✎ ✠ ✙ ✆ ✎ ✝ ✓ ❉ ✌ ✄ ✆ ✓ ✔ ✏ ☞ ✄ 7DEOH52 ❋ 5DWLRQDO0HWKRG5XQRII&● ❍ ■ ❏ ❑ ▲ ● ❜ ▼ ❴ ❭ ❭ ❴ ■ ❴ ❝ ◆ ❪ ❪ ❪ ❪ ❫ ❫ ❫ ❫ ❖ ❴ ❴ ▲ ❭ ❜ ❵ ❵ ■ ❜ ❵ ❵ P ❍ ◗ ❘ ❙ ▲ ❚ ■ ❯ ❱ RHIILFLHQWVIRU&❲ ■ ▲ ❳ ▼ RPSRVLWH$▲ ◆ ❴ ❴ ❴ ❴ ❨ ❙ ❛ ❛ ❛ ❛ ❵ ❴ ❭ ❭ ❲ ❵ ❵ ❵ ❜ ❚ ❨ ● ❍ QDO\■ ❩ ❬ VLV 1RWH❞ ❡ ❢ ❣ ❤ ✐ ❫ ❥ ❦ ❧ ❪ ❫ ♠ ♥ ❪ ♦ ♣ ❣ q ♥ r ❧ s t t ❫ ❪ ❣ ✉ ❧ ❣ ❣ ❥ ❪ ❢ ❣ ✈ s ✇ ❦ ❣ ❫ ♠ ❴ ① ♦ t ❪ ❢ ❣ ❧ s q ❣ q ② ❢ ❣ ✐ ❣ ♦ ❪ ❥ ❫ ❣ q ③ s ✈ s ✇ ❦ ❣ ❫ ♠ ❴ ♣ ❦ q ❪ ④ ✫ ✫ ⑦ ⑤ ✯ ✯ ✻ ✻ ✼ ✼ ✽ ✽ ✾ ✾ ✿ ✿ ❀ ❀ ❁ ❁ ⑥ ⑥ ❃ ❃ ❂ ❄ ✆ ✆ ✠ ✠ ✖ ✖ ✟ ✟ ✏ ✏ ✟ ✟ ✎ ✎ ✟ ✟ ✖ ✖ ✆ ✆ ✝ ✝ ✆ ✆ ✎ ✎ ✠ ✠ ✟ ✟ ✝ ✝ ✎ ✎ ✆ ✆ ✄ ✄ ✟ ✟ ✎ ✎ ✑ ✑ ✙ ✙ ❣ ❦ q ❣ ❥ ❛ ✫ ✫ ⑧ ✮ ✯ ✯ ✻ ✵ ✼ ✽ ✝ ✾ ✟ ✿ ✢ ❀ ❁ ✻ ⑥ ✼ ❃ ✽ ⑥ ✾ ✿ ✆ ❀ ✠ ❁ ✖ ⑨ ✟ ❃ ✏ ⑥ ✟ ✎ ✟ ✆ ✠ ✖ ☎ ✆ ✖ ✝ ✖ ✆ ✟ ✎ ✠ ✖ ✶ ✟ ✎ ✝ ✓ ✎ ✆ ✄ ✄ ✟ ✟ ☎ ✎ ✑ ✖ ✙ ☎ ✠ ✌ ✓ ✏ ✏ ✓ ✢ ✠ ✣ ✫ ✴ ✫ ✎ ✟ &✗ ☎ ☛ ✄ ✎ RPSXWHU0RGHOLQJ3UDFWLFHV ✟ ✯ ✠ ✓ ✯ ❸ ✄ ✕ ✔ ❉ ✬ ✗ ✓ ✢ ✟ ✑ ✄ ✌ ⑩ ✠ ☎ ✟ ✆ ✒ ✎ ✒ ✄ ☎ ✟ ✆ ☎ ✝ ✎ ✄ ✄ ✏ ✓ ✒ ✡ ⑩ ✒ ✡ ☎ ✎ ✗ ✔ ✗ ✏ ☎ ☎ ✟ ✝ ✠ ✄ ✎ ☎ ☎ ✴ ☎ ✒ ✞ ✰ ✝ ✒ ✎ ✟ ✟ ✒ ☎ ✔ ⑩ ✄ ✟ ✝ ✆ ✠ ✟ ✠ ⑩ ✎ ✝ ✆ ✄ ✒ ✎ ✟ ✠ ❷ ✍ ☛ ⑩ ✡ ✓ ✟ ✠ ✆ ✓ ✌ ✟ ✄ ✖ ✄ ✆ ✎ ✠ ✝ ✗ ✟ ❸ ✞ ✟ ✏ ✌ ⑩ ✓ ✫ ✠ ✒ ✴ ✡ ✆ ☎ ✓ ✎ ✰ ✝ ✟ ✝ ✔ ✖ ✙ ✡ ⑩ ✕ ☎ ✏ ✡ ⑩ ✎ ✌ ✟ ✓ ✓ ✯ ✄ ✄ ✙ ✝ ✔ ☎ ❶ ✕ ✓ ✕ ☎ ✖ ✄ ✠ ✎ ✟ ✓ ✗ ✆ ✏ ✝ ✕ ✟ ✆ ✝ ✄ ☎ ✆ ✞ ☎ ✝ ✶ ✎ ✖ ✟ ✎ ❹ ✗ ✒ ✔ ✝ ✟ ✓ ✛ ✓ ✝ ✖ ✆ ✖ ✛ ✄ ✟ ✟ ✓ ✟ ✠ ✏ ✝ ✑ ✆ ✆ ✝ ✞ ✔ ☎ ✞ ✝ ✝ ✟ ✒ ✝ ✔ ✠ ✟ ✎ ✎ ☎ ✟ ✓ ✟ ✏ ✎ ✄ ✏ ✗ ✔ ✟ ✓ ✔ ✖ ✗ ✟ ✓ ❺ ✑ ✝ ✏ ✄ ✓ ✖ ✎ ✓ ✞ ✄ ✎ ✕ ✓ ✟ ✑ ☎ ✞ ✒ ✶ ✄ ✎ ✄ ☎ ✕ ✆ ☎ ✓ ✔ ✄ ✕ ☎ ✝ ✗ ✟ ✒ ✎ ✠ ✎ ✟ ✆ ✒ ✄ ✔ ✠ ✟ ✵ ✠ ✡ ✔ ✞ ✠ ☎ ✎ ✡ ✟ ✝ ✝ ✠ ✖ ☛ ✎ ✒ ✟ ✑ ✖ ☛ ✟ ✖ ✟ ✛ ✟ ✒ ✟ ✎ ✟ ✓ ✏ ✫ ✓ ✄ ✔ ❹ ✔ ✕ ❺ ✕ ✔ ✆ ✵ ✡ ✝ ✟ ✎ ✟ ✯ ✟ ✝ ✖ ✖ ✎ ✙ ✡ ☛ ✠ ✜ ☎ ✢ ✆ ✠ ✗ ✝ ✟ ✟ ✟ ✞ ☛ ✖ ❷ ✠ ✎ ✆ ✓ ✗ ✎ ✠ ✝ ✟ ✟ ☞ ✫ ✱ ✫ ✗ ✒ ✆ ✎ ✯ ✎ ✎ ✑ ✕ ✣ ✚ ✒ ❻ ✎ ❻ ✄ ✢ ✆ ✆ ✠ ✎ ✢ ✟ ✎ ✄ ✢ ✗ ✆ ☎ ✟ ✙ ✟ ☎ ✕ ✄ ✝ ✟ ☎ ✖ ✠ ✙ ✞ ✕ ✄ ✓ ✓ ✟ ✛ ✝ ✞ ❻ ✠ ✟ ✡ ✆ ✖ ✏ ☛ ☎ ✝ ✆ ✎ ✝ ✏ ✆ ✆ ✄ ✓ ✎ ✔ ✑ ✝ ✠ ✄ ✓ ✏ ✙ ❻ ✌ ✔ ✎ ✓ ✗ ✖ ✟ ✟ ✏ ✖ ✠ ✟ ❻ ✠ ✠ ✢ ✆ ✞ ✔ ✝ ✔ ✟ ❻ ✝ ✆ ✝ ✞ ✖ ✆ ✝ ✟ ✟ ❼ ✟ ✙ ✗ ✄ ✎ ✔ ✎ ✓ ✯ ✙ ✛ ✟ ✄ ✆ ✌ ✑ ✎ ✗ ☎ ✎ ☎ ✏ ✏ ✓ ✌ ✎ ✗ ✟ ✔ ✓ ✖ ✟ ✏ ✠ ✡ ✠ ✟ ✖ ✆ ✝ ✎ ✗ ✟ ✖ ✟ ✠ ✆ ✞ ✝ ✔ ✟ ✟ ✎ ☎ ✏ ✏ ✒ ✡ ✄ ✄ ✟ ✝ ✎ ❜ ✇ P ❝ ◗ ❞ r ❘ ❡ ♦ ❙ ❢ ① ❚ ❣ ❤ ❯ ❜ ✐ ❝ ❱ ❥ ❞ ❲ ❦ ❡ ❳ ❢ ❧ ❣ ♠ ❨ ❤ ♥ ❩ ❬ ✐ ♦ ❥ ♣ ❭ ✐ ♦ ❯ q ❪ ♦ ❧ ♠ ♥ ❫ ② ±5XQRII ❧ ♥ r ♥ ❧ ♦ q ♠ ♥ ③ ♦ q r ④ q ❧ s s ♦ ♦ ② q t ♥ ✉ ② ♠ ⑤ ④ ♣ ♣ ④ ① ♠ ⑥ ❴ ❽ ⑩ ❴ r 5XQRII0HWKRGRORJLHV ② ❹ ② q ♦ ❛ ④ ❛ q q ❧ s ④ ⑧ ⑩ ⑦ ⑦ ④ r ⑧ ⑧ ① ♥ ④ ♦ ♦ ④ ② ⑤ s ♣ q ❻ ♦ ④ q ♦ ⑧ ② ❶ s ② ♦ q t s ❧ ❼ ④ ♦ ② q ❷ r ④ ② q ❷ ② ① r ⑨ ♣ s ② ④ ④ ♠ ❼ ❶ ♦ ❷ ♦ s s ♦ ⑨ ⑩ ⑨ ❧ q ② r r ⑧ ♦ q ④ ♥ ④ ♦ r ⑤ ♦ ♥ q ⑤ s s ⑨ ⑩ ❼ ♥ ♥ r ♦ ❧ ② ④ ④ ⑤ q t ⑤ ⑤ ♦ ♥ ⑤ ♦ s ④ ♦ s ⑩ ⑩ ♣ ♦ r r ❧ ♣ ♦ ❴ r t q ❽ q ② ⑧ ❿ ❾ ❹ q ④ ❧ ❧ ♦ ④ s ♥ ❼ ❿ r ⑨ ④ ⑨ ♠ ♣ ❼ ⑩ ④ ⑩ ♦ ❶ ♥ ❛ ♠ ♦ t ✉ q q q ② ⑧ ④ q r ④ ④ ⑦ ♥ ❿ ♥ ⑧ ⑨ ♦ ♦ ④ ♦ ♠ q ♠ ♦ ♣ ✉ ♦ ④ s ❺ ✉ ❶ ⑩ ➀ ❧ ❧ q ② ❧ ♦ t r s ♠ ♣ ♦ t ❧ q ♠ ⑧ q ⑧ ❿ ② q ♦ ④ q ⑧ r ♦ s ② ⑨ q s ② ♥ r ♦ ❿ ♦ ④ q ② q ⑤ ♦ ① ❷ ⑤ s ❷ ⑤ ❧ ⑩ q s s ⑧ ④ ④ ❧ r ⑩ ❸ q ❧ ⑧ ♦ r ♥ ♦ ♥ ❶ s ❺ ❹ ② ② ❧ t ❧ ⑨ r q t q ② q ⑧ ⑧ ❶ ❧ ④ ♦ ♦ ♠ s ❧ ♦ ❹ ❺ q r t ② ❧ ❿ q ♠ t ❧ ① ④ r ③ ⑨ ❧ ♠ q q s ⑧ ⑧ ② q ⑧ ♦ ❶ ② s ♦ ♦ ❻ q ♥ ♠ ② ② ❷ ⑤ s q ♦ ④ ❧ ♦ ④ ❿ s ♣ r q ♦ q ② ⑧ ♠ q ♣ ④ ♠ ♦ ❼ q q q ⑧ ❧ ⑧ ⑩ ② ♦ ♦ r q ♦ ⑧ ② ♣ r ④ t ❷ ❧ ♥ r ❷ ♥ ♦ s ② ♦ ④ q r q t ❷ ♦ ♥ s s ❴ ❧ ⑩ ➂ q ② ⑧ ➃ q ❧ ♦ ♦ ❛ ➁ ❴ ➇ ❛ ② ❴ ❴ q ✇ ⑧ ➂ ❿ ❿ ♦ ❛ ➃ s r ♦ ❛ ❽ ♦ ♠ ✇ ① ② q ④ ❿ ❧ ♣ r ♣ s s ❜ ♦ ⑩ ❝ s ♠ ♠ ⑨ ❞ ❧ ➄ ➅ ④ r ❡ ❢ ♦ s ④ ❣ s ✉ ② ⑤ ❤ ⑩ ⑤ ❧ r ⑦ ➈ ④ ❿ ② ❥ ⑧ s ② ➉ ❶ ♦ ♦ ♣ ✉ ❿ ♦ ❧ ⑨ ❽ ♠ ❻ ♣ q ② ② ④ ♦ ♥ q s ❷ ❧ ♥ ⑩ ④ ④ ♦ r s ① ♥ q ♠ ③ ② ② ⑩ q q r ④ ♦ ♥ ② s s ♥ ② ♦ ❼ ♦ ♣ ② ♣ ♥ ② ❧ ♠ r r q ② ④ ② ♠ q ❶ s ⑧ ⑤ ⑩ ♦ ♦ ④ ⑩ ♣ ♥ ♥ ♣ ♦ ④ ♦ s r ② ① ♠ q ❧ ❧ ❶ ♠ r ❼ ⑥ r ② ❶ ④ ④ ♦ ♥ ⑤ ⑤ ♦ ❹ ② ♣ ❿ ④ ❴ ❧ q ❽ ♣ ⑧ ❧ ❾ q ❧ ✈ ♦ ➁ ❼ ♠ t ♥ ♦ ❼ ② ♦ s ♠ ❛ ❧ ② ❶ ⑩ r r ⑨ ♥ ♦ ♠ ♥ q ❵ ⑩ ➃ ❹ ➃ ♦ ⑨ ➁ ♠ t ⑨ q ♦ ♠ ❹ ♦ ② ♦ ♥ s ♠ ♥ q ⑧ ④ s ④ ② ⑩ ❧ ① r ④ r ② ❶ ♥ ④ ♦ ♦ r ♣ ♠ ❽ ♥ t s q ♠ ④ ② q ♦ ❧ s r ⑩ ⑩ ② ♠ ❶ ➅ ♦ ⑩ s ② ❹ ⑨ ❧ ② r ♠ ♠ q ② ❧ ❶ r ❹ ♦ ♦ ② ➆ s ❧ ♦ r ♣ ② ② ❿ r ♠ ♣ ⑨ ♠ ④ ♥ ✉ ⑤ ♦ ♥ r ❧ ① r ♦ ❧ q q t ⑧ ⑨ ❴ q s 5DWLRQDO0HWKRG5XQRII&❧ ② ⑨ ⑩ ④ ❛ r r ♦ ④ ♠ ♠ ⑦ ⑤ ⑤ ④ ⑧ ⑤ s ❿ ④ ♦ ④ s q ⑧ ♦ s ② ⑨ ♦ ⑤ r ⑤ r ❧ q ④ ❿ t ➋ ⑤ ❧ ❷ ♦ ⑤ ❸ ♦ r ♦ ❿ ♠ q s ④ ♠ ④ ② ♦ ⑤ ♣ ⑤ ⑤ ♣ ④ ⑤ ♠ s ❧ ➅ ⑨ ❿ ❿ s ❧ s ④ ⑤ ♦ ② ② r ⑩ ❧ ❿ r q ♦ ♠ ⑩ ② ♠ ❶ RHIILFLHQWV q ④ ♦ ④ ④ r r ➆ ❹ q t q ♦ ♣ ⑧ ② ❷ r ♦ ⑨ ♦ ♠ ♠ ♥ ❴ ♦ ➋ s ④ ♥ ② ⑤ ➅ ❧ ❧ r ➄ r ➆ ② ④ ❛ ❶ r q ⑧ ♦ ❧ ♠ ♦ r ⑨ ② ❶ ❹ ❻ s ⑩ ♦ ❿ ② ② ♣ ❧ q ② ✉ q ❧ ♠ q ④ ② ♠ ➊ r ♣ ❧ ④ ③ ② ⑤ ❧ ♣ r ❧ ❿ ⑤ ❧ ❼ ② r q q ❶ ❧ ⑧ ♦ ④ ♦ q ❿ r ⑧ ♣ ♠ q ④ ② t ♥ ♠ ❧ ❷ r ♠ ♦ ❧ ❿ q ⑤ ♠ ② ⑧ ❧ ❿ r ♦ ④ ② ⑤ ❿ ❹ q ❧ ❧ ♠ ♦ ④ q ⑨ t r ♥ s ♠ ⑤ ④ ♦ ② ⑤ q ⑩ ❿ ♦ ➍ ♦ s ② ⑩ ④ ♠ t s ❧ ② q ❹ r s ❺ ♦ ♦ ♦ ♥ ④ ⑨ r ♣ ♠ ❹ ♣ ④ ♦ ❧ ② q r ♥ ♠ ♠ ➌ ♦ q ✉ r ④ ♥ ④ ♦ ④ ① ♠ r q r ❧ ✉ ⑩ ♦ ❧ ② q ⑦ ⑧ q ♦ ♦ ② ❹ s ⑤ ♣ ♣ ➄ ♦ ④ ④ ① ❻ r ❧ ➋ s r ② ❶ ➁ q ♦ ❵ ❿ ➃ ♠ ♣ ② ② ♣ ♠ ❧ r ♠ ♠ ♥ q ❧ ♠ ⑤ ❸ ❧ ❿ q ④ ⑧ ② ♣ ♦ ➁ ➁ Survey Area Data: Version 10, Sep 22, 2015 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Apr 22, 2011—Apr 28, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Larimer County Area, Colorado (GRIT) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/13/2016 Page 2 of 4 ✣✣✛★ ★✣✢✤✜✜✜★ ✢✤✛✜ ✧ ✥ ✪★ ✜✤ ✥ ✣✣✣ ✣✦✜✪✛★✣✜ ✦★★★✣✜ ✩ ✥ ✦★ ✜✜ ✥ ✣✣✣ ✣✤✛✣✛✤✪✜ ★✤✪✤✧★ ✛ ✥ ✣★ ✜✢ ✥ ✣✣✣ ✣✢✣★✤✧✪ ✩✛✪ ✣✪✧ ✥ ✜ ✣★✜✦ ✥ ✢✣✤✛✣✜✛★ ★✦✛✛★ ✤ ✥ ✦✦✜ ✛ ✥ ✣✣✣✜ ✣✣✣★✜✤✣✜ ✪✪✦✣✤★ ✩ ✥ ✣★ ✜✤ ✥ ✣✣✣ ✣✜✦✧✢✪✜ ✣✩✜✢✪✜ ✧ ✥ ✛★ ✜✢ ✥ ✣✣✣ ✜✧✣✧✦✧✜★ ✢✪✜✦ ★★✢ ✥ ✣ ✣★✦✢ ✥ ✢✣✩✛✢✦★ ✣★✜✦★ ✢ ✥ ✛★ ✣ ✥ ✣✣✩ ✣✜✛✣✛✢✣✜ ✦✤✪★✣★ ✩ ✥ ✣★ ✜✩ ✥ ✣✣✣ ✣✤✪✩✧✪✜ ✢✜✛✧✪✜✢ ✛ ✥ ✜★ ✜★ ✥ ✣✣✣ ✜✧✣✛✜✤✤ ✦✤✪ ✤✛ ✥ ✜ ✣★✪✧ ✥ ★✣✜✦✛✜✪★ ✛✧✛✪ ✤ ✥ ✛✤ ✜✤ ✥ ✣✣✣ ✣✪✦✧✧✣✜ ✜✩✜✧✣✜ ★ ✥ ✦★ ✜✩ ✥ ✣✣✣ ✣✦✛✧✜✩✪✜ ✧✜✪✩✪✜✢ ★ ✥ ✣★ ✜✩ ✥ ✣✣✣ ✣✢✣✢✛✤✢ ✤✦✜✢ ✣✜✢ ✥ ✣ ✣★✩✤ ✥ ✢✣✣✣✣✦★★ ✧✧✤★★ ✤ ✥ ✜★ ✜✧ ✥ ✣✣✣ ✣✪✩✧✩✣✜ ✪ ★✣✛✩✣✜ ✥ ★✜✜ ✣ ✥ ✣✣✣✜ ✣✪✧✛✪✣★✜ ✧✧✤✣★✜ ✪ ✥ ✧★ ✣ ✥ ✣✣✢ ✣✧✣✪✣✧✧ ✤✦✧ ✦★✩ ✥ ✩ ✣✣✛✜ ✥ ✪✣✧✩✜✛✤★ ✦✣✪✤★ ✢ ✥ ✛✪✛ ✧ ✥ ✣✣✧ ✣✣✜✪★✣✜✜ ✜✪✛✜✧✤★ ✣★ ✜✢ ✥ ✣✣✣ ✣✩✢✧✜✜★✜ ✜✦✪✜★✜✢ ✪ ✥ ✦★ ✜★ ✥ ✣✣✣ ✣✧✣✦✩✜✩ ✛✛✩ ✦✛✜ ✥ ✣ ✣✣★✢ ✥ ✪✣✦✣★✩✢★ ★✪✢✜✢★ ✪✤✦ ★ ✥ ✣✣✧ ✣✪✢✜✛✜✜✜ ✩✩✪✜✜✜✢ ✜ ✥ ✛★ ✜✧ ✥ ✣✣✣ ✣★✣✤✛✛★✜ ✢✩★✛★✜ ✩ ✥ ✜★ ✜✦ ✥ ✣✣✣ ✜✣✧✪✪✣✜ ✢✧✣ ★✦ ✥ ✜ ✣★✧★ ✥ ✪✣✤✢✧✧★ ✣✦✜✧★ ✢ ✥ ✪✦✦ ✦ ✥ ✣★✤ ✣✣✦✜✜✛✜✜ ✢✣✛✛✢★ ✦ ✥ ★★ ✦ ✥ ✣✣✧ ✜✛✪✪✪★✜ ✜✣✜✧✧★ ★ ✥ ✣★ ✜✤ ✥ ✣✣✣ ✧✣✛✪✤✜✜ ✢✪✜✜✜ ✤✦ ✥ ✜ ✣✣✣✜✜ ✥ ✪✣✣✪✣✜✩★ ✧✦✛✩★ ✢ ✥ ✜★ ✜✤ ✥ ✣✣✣ ✣✣✤✪✦✦✜✜ ✤✢✪✦✜✜ ✤ ✥ ✪★ ✜ ✥ ✣✣✤ ✣✩✩✦★★✜ ✜✩★★✜ ★ ✥ ✛★ ✜★ ✥ ✣✣✣ ✜✣✤✩✦✛✛✜ ✢✛✛ ✣✩★ ✥ ✣ ✣★✩ ✥ ✛✣✣✪✣✛✣✤ ✪ ✧✤✪✣✤ ✥ ✦★ ✜✦ ✥ ✣✣✣ ✣★★✤✪✜✜ ✣✛✜✪✜✜ ✜ ✥ ✛★ ★ ✥ ✣✣✧ ✣★✢✦✤★✜ ✣✤✤★✜ ✦ ✥ ✪★ ✣ ✥ ✣✣✢ ✢✣✩★✧✦✜ ✢✩✜✦✜ ✧✜ ✥ ✣ ✣✣✣✜✧ ✥ ✤✣✪✧✦✜✤ ✦✛✛✜ ✛✣ ✛✣ ✥ ✣★ ✣★✤✢✜★✜✜ ★✣✪✜✤★ ✜ ✥ ✦★ ✜★ ✥ ✣✣✣ ✣★✤✦✦✢★✜ ✜✧✤✢★✜✢ ✛✢✣ ✥ ✦★ ✪ ✥ ✣✧✧ ★✜ ✜✣✜✤✜ ✥ ★ ✛✜✛ ✣✦✦ ✥ ✥ ✜ ✣✧✧✦ ✥ ✤✣✩✣✛✛✤ ✛✛✜✛ ✛✛ ✛★ ✥ ✣★ ✣★✤★✜✤✜✜ ✩★✦✤✜✜ ✜ ✥ ✣★ ✜✢ ✥ ✣✣✣ ✣★✪★✪✧★✜ ✦✪✣✜✧★✜ ✣★ ✜✢ ✥ ✣✣✣ ★✜ ✜✣✢✩✛ ✥ ★ ✦✛ ✪✜✢ ✥ ✥ ✥ ✣✜ ✢✜✧ ✥ ✣ ✪✣✣✪✛✦✤ ✪✜✜✢ ✪✪✛ ★ ✥ ✣★✛ ✣✤✤✢✪✩✜✜ ✪✩✣✜✩✜✜ ✛★ ✜✧ ✥ ✣✣✣ ✣✣✦✧✛✩★✜ ✩✪✤✩★✜✢ ✣★ ✜✧ ✥ ✣✣✣ ★✜ ✪✣✤✣✪✦ ✥ ✢✛★✜ ✪✪✩ ★ ✥ ✥ ✛ ✣✣✦✛ ✥ ✤✣✢★✜✪✤ ✤✪ ✦✦ ✥ ✛✢ ✜★ ✥ ✣✢ ✣✣✛✛✜✣✛✜ ✪✛✛★✢★ ✢ ✥ ✛✢ ✜ ✥ ✣✣✧ ✣✦✧✤✣✤✜ ✤★✜✣✤✜ ✢ ✥ ✜★ ✜✣ ✥ ✣✣✣ ★✜ ✪✣✤✪✢✪ ✥ ★✜ ✛✤✪ ★✦✪ ✥ ✥ ✥ ✜✧ ✤✦✜ ✥ ✣ ✤✣✢★✜★✤ ★★ ★✜ ✥ ✛✛ ✜✣ ✥ ✣✪ ✜✛✜ ✣✤✢✧✜ ✥ ✜✣✛✜✛✜✢ ✛ ✥ ✣★ ✜✧ ✥ ✣✣✣ ✤✜✛✧★✛✤✜ ✤✦✦✜✛✤✜ ✤✪ ✥ ✪★ ✜✢ ✥ ✣✣✣ ✪✣✣★✤✜ ✜✜✤✜ ✢★ ✥ ✜ ✣✣✣✜✤ ✥ ✤✣★✦✜✤✤ ✢✤ ✪✢ ✥ ✛✦ ✛✣ ✥ ✣★ ✜✛✜ ✣✣★✜✛✜✛ ✥ ✜✛✜✪ ✢✪✜✜✛ ✦ ✥ ✥ ✣✛★ ✧ ✥ ✣✣✦ ✛✢✩✩✛✦✤✜ ✧✧✤✦✤✜✢ ✤✢✣ ✥ ✦★ ✜✪ ✥ ✣✣✣ ✪✣✪✜✪✢✜ ✛★✢✜ ★✦ ✥ ✦ ✣★★✩ ✥ ✤✣✩✩✛✢✤ ✦✢✜✢ ✛✢ ✛✣ ✥ ✣★ ✜✛✜ ✜★✪✤✛✛ ✥ ✧✪✜✜✛✜✢ ✜ ✥ ✣★ ✜✧ ✥ ✣✣✣ ✣✢✣✛✪✤✜ ✢✪✪✤✜ ★ ✥ ✛★ ✜✢ ✥ ✣✣✣ ✜✣✤✪★✧✜ ★✛✜✧ ★✦ ✥ ✜ ✣✣✣✜✣ ✥ ✤✣✤✢✜✧✤ ✦✣✜✧ ✛✜ ✛✣ ✥ ✣★ ✜✛✜ ✣✪★✣✜✦ ✥ ✜✛✜✜✛✜✢ ✣✩✜ ✧ ✥ ✣✣★ ✦✤✜★✜★✤✜ ✧✪✦★✤✜✢ ✜✣✜ ✥ ✜★ ✜✜ ✥ ✣✣✣ ✪✣✢★✦✩✜ ★✛✧✩✜ ✛ ✣✣✣✜★ ✥ ✤✣✛✢✩✤ ✦✦✦ ✦ ✥ ✛✦✪ ✣ ✥ ✣✣✛ ✛✛✜ ✣✤✜✪✜✜ ✥ ✢✩✛✛✜✢ ★ ✥ ✣★✧ ✧ ✥ ✣✣✦ ✣★✣✦✜✤✤✜ ✩✩✛✤✤✜✢ ✤ ✥ ✜★ ✜✧ ✥ ✣✣✣ ✛✣✧✣✪✜✣✛ ✜✤✜✣ ✣✛✤ ✥ ✛ ✣✣★✣ ✥ ✢✣✦✢✤✣✢ ✦✣★✣ ✛✣ ✦✣ ✥ ✣✛ ✛✛✜ ✣✢✦★✛ ✥ ✛✛✜✪ ✢✦✛ ✥ ✣★★ ✧ ✥ ✣✣✦ ✣✛✢✪✜✢✤✜ ✧✦✦✢✤✜ ✛★ ✜✤ ✥ ✣✣✣ ✪✣✩✜✛✜✛ ✛✛✜✛ ★✤ ✥ ✛ ✣★✪✩ ✥ ✢✣✣✤✜✜✢ ★✜ ✜★ ✥ ✛✣ ✜✛ ✥ ✣★ ✦✛✜ ✣✤✜✣✛✜ ✥ ✛✤✪✦✛✜✢ ✧ ✥ ✣✤ ✜★ ✥ ✣✣✣ ✩✣★✪✜✧✤✜ ✦✦✦✧✤✜ ✜✧✣ ✥ ✦★ ✜✛ ✥ ✣✣✣ ✧✣★✜✜✛✛ ✣✜✛✛ ★✤ ✥ ✦ ✣✣✪✛ ✥ ✧✣★✧✛✛✢ ✤✜✜✤ ✣★ ✢ ✥ ✣✪✛ ✦✛✜ ✣✣✜✤✜✛ ✥ ✦✛✜✪ ✛✪✜✛ ✥ ✣✜✪ ★ ✥ ✣✣✦ ✣✩✦✢✜✩✤✜ ✩✩✦✩✤✜✢ ✦ ✥ ✛★ ✜✣ ✥ ✣✣✣ ✢✣✣✢✜✦✛ ✜✦✦✛ ★✦ ✥ ✛ ✣✣✧✣ ✥ ✪✣✪✩✜✤★✢ ✛✛✪✜✤✢ ✤✧✦ ✪ ✥ ✣✣✣✜ ✦✛✜ ✣✣✦★✜✛✛ ✥ ✦✛✜✪ ★✣✜✛✛ ✪ ✥ ✥ ✣✜✪ ★ ✥ ✣✣✦ ✣✢✩✤✣✢✜ ✩★✜✣✢✜ ✩ ✥ ★★ ✜✣ ✥ ✣✣✣ ✪✣✩✢✩✪✛ ✦✦✪✛ ★✪✢ ✥ ✦ ✣★✜✦ ✥ ✪✣✛✛✪✩✤✢ ✦✤✜✛✢✢ ✦✪✛ ✣ ✥ ✣✣✣✜ ✦✛✜ ✣✩✛✪✦✛ ✥ ✩✪✦✛✜✢ ✛ ✥ ✣✜✪ ★ ✥ ✣✣★ ✣✢✤✩✜✜✢✜ ✤✛✛✜✢✜ ✜ ✥ ★★ ✣ ✥ ✣✣★ ✢✣✦✤★★✛ ✩✛✜★✛ ★✜ ✥ ✣ ✣✣✣✜✢ ✥ ✪✣✣✪✜★✢✢ ✣✧✜✜★✢ ✤★✛ ✣ ✥ ✣✣✣✜ ✦✛✜ ✣✧✩✩✦ ✥ ✪✜✜✦✛✜✢ ★ ✥ ✣✧✜ ★ ✥ ✣✣★ ✣✣✦✢✜✛✢✜ ✢✩✦✛✩★ ✦ ✥ ✛★ ✜✢ ✥ ✣✣✣ ✢✤★✢✤✤✛ ★★✜✤✛ ★✜ ✥ ✛ ✣✣✣✜✣ ✥ ✢✣✦✣✪✤✧✢ ✣✢✪✜✧✤ ✜★ ✜✩ ✥ ✣✣✣ ✦✛✜ ✣✢✢✜✛✪ ✥ ✦✛✜✪ ✩✪✜✪ ✩ ✥ ✥ ✣✧✛ ★ ✥ ✣✣✦ ✣★★✛✜✦✢✜ ✧✧✛★✩★ ✜★ ✜★ ✥ ✣✣✣ ✢✣✦✛✪✢✛ ✛✢✢✛ ★✧ ✥ ✛ ✣★✢✤ ✥ ✢✜★✣✜✤✩✢ ✜✣✪✜✩ ★ ✥ ✜★ ✜✦ ✥ ✣✣✣ ✦✛✜ ✣✢✤✤✜★ ✥ ✦✛✜✪ ✪✜✜★ ✧ ✥ ✥ ✣✩✦ ★ ✥ ✣✣✦ ✛✧✢✤✜✪✢✜ ★✧✦✪✢✜ ✩✤✛ ✥ ✛★ ✜✤ ✥ ✣✣✣ ✛✣✧✪★✧✛ ★✛✜✧ ✩✩ ✥ ✦ ✣✣✣✜✜ ✥ ✧✣★✦✪✣✧ ✪✦✣ ✩ ✥ ✣★ ✦ ✥ ✣★✦ ✪✛✜ ✣✩✤✧✜✜ ✥ ✩✛✪✪✛✜ ✜★ ✜★ ✥ ✣✣✣ ✣✜✛✛✜★✢✜ ✣✧✛★✢✜✢ ✦ ✥ ✜★ ✜★ ✥ ✣✣✣ ✢✣✩✛✜✛✩✛ ✧✤✛✩✛ ✩✛✧ ✥ ✣ ✣★★✤ ✥ ✩✣✤✣✤✜✧ ✩✦✜✪✦ ✛ ✥ ✣★ ✜★ ✥ ✣✣✣ ✪✛✜ ✪✧★✢✛ ✥ ✪✢✜✢✜✦✢ ✜ ✥ ✜★ ✜★ ✥ ✣✣✣ ✣✣★✢✜✤✢✜ ✜✣✪✤✢✜ ✧ ✥ ✜★ ✜✣ ✥ ✣✣✣ ✪✣✢✧✪✣✦ ✦✦✣✦ ✩✪★ ✥ ✜ ✣✣✦★ ✥ ✧✣✢✦✛✦✧ ✛✦✦ ✢ ✥ ✣★ ✧ ✥ ✣✣✤ ✪✛✜ ✣✧✦✛✦ ✥ ✪★✢✜✦✢ ✤ ✥ ✜★ ✜★ ✥ ✣✣✣ ✣✜✩✪✛✢✢✜ ✜✢★✢✢✜ ✧ ✥ ✛★ ✜✜ ✥ ✣✣✣ ✦✣✪✣✧✜✦ ✪✧✜✜ ✢★ ✥ ✛ ✣✣✣✜✜ ✥ ★✣✦✜✜✪✧ ✤✛✦✤ ✣★ ✜★ ✥ ✣✣✣ ✣✣★✢✜★✛✜ ✜✪✛★✛✜ ✢ ✥ ★★ ✤ ✥ ✣✣✤ ✣✪★★✛✧✢✜ ✤✧★✧✢✜ ✪ ✥ ✜★ ✜✪ ✥ ✣✣✣ ✦✣✩✛✩✛✦ ✦✜✛✛ ✤✦ ✥ ✜ ✣✣✣✜✪ ✥ ✢✣✢✛✪★✧ ✧✩★✧ ✣★ ✜✦ ✥ ✣✣✣ ✣✣✤✩✛✤✛✜ ✩✢✤✤✛✜✢ ✤ ✥ ✛★ ✜✛ ✥ ✣✣✣ ✣✩✢✩✪✩✢✜ ✦✪✜✜✩✢✜✢ ✛★ ✜✦ ✥ ✣✣✣ ✦✦ ✪✣✧✪✜✜ ✥ ✦✦✦✦ ✧✩ ✥ ✛ ✣✣✣✜✜ ✥ ✤✧ ★✣✦✩✦✜ ✥ ✣✩✪✤ ✦ ✥ ✣✧ ✜✤ ✥ ✣✣✣ ✣✛✤✧✜✢✛✜ ✢✛✪✢✛✜✢ ✦ ✥ ✛✧ ✜✛ ✥ ✣✣✣ ✤✜✪✛✦✜✧✜ ✪✪✢✩✩★ ✤✜ ✥ ✛★ ✜✤ ✥ ✣✣✣ ✦✦ ✪✣✛★★✛ ✥ ✧★✧✦✦✦ ✛ ✣✣✦✜ ✥ ✤✧ ✪✣★✪✣✜✛ ✥ ✤✧ ✤✦✛ ✥ ✣✣✧ ✤ ✥ ✣★✜ ✣★✤✩✜✧✛✜ ✣✢✛✧✛✜ ✢ ✥ ✤★ ✢ ✥ ✣✣✤ ✣✣✦★✛✛✧✜ ✣✧★✛✧✜✢ ✧ ✥ ✛★ ✜✜ ✥ ✣✣✣ ✦✦ ✪✣✣✛✛✜✦ ✥ ✦★✪✧✦✦ ✛ ✣✣✦✜ ✥ ✤✧ ✪✣✪✪✢✜✦ ✥ ✤✧ ✣✛✜✦ ✛ ✥ ✥ ✣★✪ ✤ ✥ ✣✣✦ ✣★✧✤✪✩✛✜ ✣✤✧✩✛✜✢ ✪ ✥ ✪★ ✛ ✥ ✣✣✧ ★✣✦✛✪✦✧✜ ✜✢✩✦✧✜ ✧✧✜ ✥ ★★ ✜✦ ✥ ✣✣✣ ✦✦ ✪✣★✣✤✪ ✥ ✜✪✦✦ ✦★✢ ✥ ✛ ✣✣✦✜ ✥ ✤✣✜✢✤✢✧ ✤✪✢✜ ✛✧✜✧ ✥ ✣✦✢ ★ ✥ ✣✣✦ ✣★✪✜✛✣✦✜ ✛✩✪✧✢★ ✪ ✥ ✣★ ✜✩ ✥ ✣✣✣ ✪✦✜✛✜✪✧✜ ✧✢✛✪✧✜ ✤✤★ ✥ ✛★ ✜★ ✥ ✣✣✣ ✧✣✛✛✤✪✦ ✧✛✜✪✦ ✩★ ✥ ✜ ✣✣✩✣ ✥ ✩✣✣✣✩✛✧✧ ✦✦✜✣✦ ✦ ✥ ✣✣✩ ✤ ✥ ✣✣✛ ✜✦✜ ✣✜✧✜✜ ✥ ✜✪✜✦✜✢ ★ ✥ ✣★ ✜✢ ✥ ✣✣✣ ✛✤✤✦✤✧✜ ✢★ ✥ ✪✧✤✧✜ ★✜ ✥ ✪★ ✜✣ ✥ ✣✣✣ ✢✣✩✦✦✜★✦ ✢✣✦★✦ ✤✦ ✥ ✣ ✣✣✣✜✢ ✥ ✩✧★✜✧✦✩✧ ✜✢✜✦✦ ✪✛✦ ✥ ✜✤✪ ✜ ✥ ✣✣✛ ✜✦✜ ✣✪✢✧✛ ✥ ✣✤✜✦✜✢ ✛ ✥ ✣✪✪ ✢ ✥ ✣✣✦ ✦✢✜✦✜✧✧✜ ✛✣✦✧✧✜ ✪ ✥ ✣★ ✜✤ ✥ ✣✣✣ ✦✣✪✧✦✜✤✦ ✢✜✦✤ ✤✧ ✥ ✜ ✣✣✣✜✣ ✥ ✢✣✧✜★✜✣✩ ✪✢✜✣✩ ✜✛✤ ✥ ✣✛✦ ✢ ✥ ✣✣★ ✣✧★✢✦✛✦✜ ✧★✛✛✦✜✢ ✧ ✥ ✣★✪ ✢ ✥ ✣✣✦ ✣✤✣✦✪✣✩✜ ✩✧✩✣✩✜ ✛✜✛ ✪ ✥ ✣✣✣✜ ✦✣✢✢✦✢✦ ✪✦✢ ✦✛✤ ✥ ✜ ✣✣✪✧ ✥ ✩✣✣✩✜✜✩ ✦✪✦✪ ★ ✥ ✣★ ✜✜ ✥ ✣✣✣ ✣✜✦✧✦✦✜ ✪✪✜✦✦✜✢ ✢✪★ ✥ ✛★ ✪ ✥ ✣✤✢ ✤★✤✦★✜✩✜ ✜✦✛✜✜✩✜ ✢✢ ✥ ✣✩✜ ✩ ✥ ✣✣✣✜ ✦✣✤✤✛✜✧✦ ✣✩✛✧ ★✢ ✥ ✛ ✣✣✣✜✧ ✥ ✩✣✣✦✦✛✩ ✧✤✛ ★ ✥ ✪★ ✣ ✥ ✣✣✩ ✣✤✢✛✪✪✦✜ ✦✦✧✪✦✜✢ ✜★✪ ✥ ✦★ ✣ ✥ ✣★✧ ✣✛✦✜✤✛✩✜ ✢✣✪✜✛✩✜ ✜✩✜ ✜ ✥ ✣✣✣✜ ✧✣✧✪✛✩✦ ✢✜✩✦ ★✜ ✥ ✣✦ ✣✣✦✧ ✥ ★✣✣✜★✦✩ ✪✣✜★✤ ✜✣✩ ✥ ✣★ ✩ ✥ ✣✣✩ ✣✣✢✜✜★✦✜ ✧✤✛★✦✜ ✢ ✥ ✜★ ✜✪ ✥ ✣✣✣ ✣✦✤✪✦✦✩✜ ✧✩✦✦✩✪ ✜✣✦ ✛ ✥ ✣✣★ ✪✣✢✣✤✜✣✪ ✣✜✜✣✪ ✦★✢ ✥ ✛ ✣✣✦✢ ✥ ★✣✣★✤✪✩ ✩✪✜✩✦ ✪✛✤ ✥ ✣★ ✜✧ ✥ ✣✣✣ ✣✩✛✧✜✤✦✜ ✩✜✪✤✦✜✢ ✧ ✥ ✜★ ✜★ ✥ ✣✣✣ ✣✩★✧✜✪✩✜ ✩✩✛✪✩✜ ✛✜✜ ✣ ✥ ✣✣✢ ✪✣✜★✧✦✜✪ ✛✦✜✜✪ ✩✛✤ ✥ ✜ ✣★✜✢ ✥ ✢✣✛✛✤✜★✩ ✪ ✛✢✦★✩ ✥ ✛★ ✜★ ✥ ✣✣✣ ✣✣✦✦✜✢✦✜ ★✣✦✢✦✜✢ ★ ✥ ✣★ ✜✩ ✥ ✣✣✣ ✣✪✛✣✦★✩✜ ✪✩✤★✩✜ ✣✜✜ ✩ ✥ ✣✣✣✜ ✪✣★✦✛✛✪ ★✪★✛ ✜ ✣✣✣✜✦ ✥ ✩✣★✢✛✤✩ ✦✤✧✜ ★✛✢✣ ✥ ✛★ ✜✜ ✥ ✣✣✣ ✣✪✛✢✧✦✜ ✤✤✜✧✦✜ ✜ ✥ ✜★ ✜✪ ✥ ✣✣✣ ✢✢✣★✢✤✩✜ ✦✛✢✜✤✩✜ ✛★ ✥ ✜★ ✜✣ ✥ ✣✣✣ ✪✣✤✣✛✦✪ ✢✦✦ ✣✪✧ ✥ ✜ ✣✣✧✩ ✥ ★✣✧✢✪✢✩ ✩✣✜✪✪ ✤✧✢ ✥ ✜★ ✜✪ ✥ ✣✣✣ ✣★✛✤✩✦✜ ✦✪✜✩✦✜✢ ✪ ✥ ✣★ ✜★ ✥ ✣✣✣ ✣✤✪✜✣✣✛ ✦✦✤✛✧ ✤ ✥ ✜★ ✜✤ ✥ ✣✣✣ ✢✣✢✦✦✪✪ ✢✢✪✪ ✢✪ ✥ ✜ ✣✣✣✜✪ ✥ ✩✣✢✧✜✧✩ ★✛✧ ✢ ✥ ✜★ ✢ ✥ ✣✣✤ ✣✩✢✩✣✪✜ ✢✤✣✪✜✢ ✪ ✥ ★★ ✣ ✥ ✣✣✦ ✣✛✛✦✜✣✛ ✪✜✢✦✪ ✧ ✥ ✛★ ✣ ✥ ✣✣✛ ✪✣✢✦✛★✪ ✪★★ ★✦ ✥ ✜ ✣✣✣✜✣ ✥ ✢✣✣✢✪✩✩ ✧✣✜✩✩ ✜ ✥ ✜★ ✜✜ ✥ ✣✣✣ ✜✪✜ ✣✪✛✪✜✜ ✥ ✤✛✦✜✪✜ ✧ ✥ ✣★ ✜✢ ✥ ✣✣✣ ✢✩✣✧✩✛✣✛ ✛★✛✛✦✣✪ ✤✤✦ ✣ ✥ ✣✣✣✜ ✪✣✛✩★✤✪ ★✦✜✤ ✧✜✧ ✥ ✦ ✣✣✣✜✤ ✥ ✜✣✧✩✪✣✣✜ ✢★✣✣ ✛ ✥ ✜★✛ ✧ ✥ ✣✣★ ✜✪✜ ✣✤✢✩✜✛ ✥ ✜✪✜✪ ✤✦✜✛ ✜ ✥ ✥ ✣✛★ ✢ ✥ ✣✣✦ ✣✢✤✦✦✜✣✦ ✦✢✢✜✣✦ ✦✪✤ ✥ ✜★ ✜✣ ✥ ✣✣✣ ✢✣✧✛✦✜✢✪ ✪✣✦✢✪ ✩✩ ✥ ✣ ✣✣✣✜★ ✥ ✢✣✢✧✤✜✣✜ ✢★✜✜✣✜ ✧ ✥ ✣★ ✜✧ ✥ ✣✣✣ ✣✣✧✤✪✛✪✜ ✛★✢✛✪✜ ✢★ ✜ ✥ ✣✣✢ ✜✢✣✪✛✛✣✦ ✤✩★ ✛★★✛✣✦ ✥ ✜★ ✜★ ✥ ✣✣✣ ✢✣✩✤✛✜✧✪ ✜✩✛✧✪ ✤✦ ✥ ✣ ✣✣✣✜★ ✥ ✢✣✛✪✦✜✛✣✜ ✧✣✦✛✣✜ ✣★ ✜✤ ✥ ✣✣✣ ✣✣✢✢✦✦✪✜ ★✤✧✛✧★ ✤ ✥ ★★ ✜✣ ✥ ✣✣✣ ✪✣✣✤✩✩✪ ✣✛✛✩ ★✦ ✥ ✦ ✣✣✣✜✛ ✥ ✜✣✣✛✣✦✦✣✜ ✦✩✤✦✣ ✛ ✥ ✜✤✜ ★ ✥ ✣✣✣✜ ✣✪✣✩✪✪✜ ✢✣✛✪✪✜ ★ ✥ ✛★ ✜★ ✥ ✣✣✣ ✎ ✌ ✄ ✄ ✫ ✞ Ͳ ✬ ✁ ✮✠ ✭✟ ✑ ✎ ✌ ✄ ✄ ✫ ✞ ✬ ✁ ✮✠ ✭✟ ✑ ✎ ✌ ✄ ✄ ✫ ✞ ✬ ✁ ✮✠ ✭✟ ✑ ✬ ✁ ✮✠ ✭✟ ✑ ✎ ✌ ✄ ✄ ✫ ✞