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Home My WebLink AboutSTODGY BREWING - PDP190012 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTPreliminary Drainage Report For Stodgy Brewing Co., LLC 1802 and 1804 Laporte Avenue, Fort Collins, Colorado AGPROfessionals 3050 67th Avenue, Suite 200 Greeley, CO 80634 (970) 535-9318 8/20/2019 Stodgy Brewing Company, LLC ii Table of Contents Certifications ..................................................................................................................... 3 Introduction......................................................................................................................... 4 1. Location ................................................................................................................... 4 2. Description of Property............................................................................................ 4 Drainage Basin and Sub-Basins.......................................................................................... 5 1. Major Basin Description.......................................................................................... 5 2. Sub-Basin Description ............................................................................................. 5 Drainage Design Criteria .................................................................................................... 6 1. Development Criteria............................................................................................... 6 2. Four Step Process..................................................................................................... 6 3. Hydrological Criteria ............................................................................................... 7 4. Hydraulic Criteria .................................................................................................... 7 Drainage Facility Design .................................................................................................... 8 1. General Concept....................................................................................................... 8 2. Specific Details ........................................................................................................ 8 Erosion Control................................................................................................................... 9 1. Compliance with Erosion Control Criteria .............................................................. 9 Conclusions......................................................................................................................... 9 2. Compliance with Fort Collins Stormwater Criteria Manual.................................... 9 3. Drainage Concept..................................................................................................... 9 List of References ............................................................................................................. 10 Appendices Stodgy Brewing Company, LLC 8/20/2019 Preliminary Drainage Report Page 4 of 10 AGPROfessionals, 3050 67th Avenue, Suite 200, Greeley CO 80634 * 970-535-9318 * www.agpros.com Introduction 1. Location The proposed site is in part of the Southeast ¼ of the Northwest ¼ Section 10, Township 7 North, Range 69 West, of the 6th P.M., Larimer County, CO. This site is located on the north side of Laporte Avenue in Fort Collins, Colorado and directly across from Frey Avenue. Frey Subdivision and City Park North Subdivision are located directly south of the proposed development. Larimer County Canal Number 2 borders the east side of the proposed development. Salud Health Center borders the north and west side of the proposed site. A vicinity map is shown in Appendix A. 2. Description of Property The applicant is proposing the development of 1802 and 1804 Laporte Avenue into a small brewery which will include the brewery, taproom, patio seating, on-site customer parking, food truck parking, landscaping, and employee parking. The total property acreage is 1.19. The proposed site is currently zoned Limited Commercial (C-L). The existing site consists of a single-family residence located at 1804 Laporte Avenue, one multi-use building, with occupancy of F-2, B and A-2 at 1802 Laporte Avenue and a commercial building, occupancy B at 1800 Laporte Avenue (which is located on the 1802 Laporte Ave Parcel). The single-family residence currently located at 1804 Laporte Ave. is going to be torn down and used for customer parking. The other buildings will be kept and renovated. The multi-use building will be renovated and used for the brewery and taproom. The commercial building will remain on-site for brewery office use. Currently there are no stormwater features on-site. There is one main soil type: Nunn clay loam with 1 to 3 percent slope (see USDA-NRCS Custom Soil Resource Report in Appendix A). Larimer No. 2 irrigation canal borders the property on the east. Stodgy Brewing Company, LLC 8/20/2019 Preliminary Drainage Report Page 5 of 10 AGPROfessionals, 3050 67th Avenue, Suite 200, Greeley CO 80634 * 970-535-9318 * www.agpros.com Drainage Basin and Sub-Basins 1. Major Basin Description The proposed site is in the West Vine Basin Master Drainage Plan. The location of the site is currently not located within a proposed improvement or flood control and water quality area. West Vine Basin Plan with the project site labeled is shown in Appendix A. The site has slopes ranging from approximately three to five percent predominately towards the south. The majority of the stormwater appears to flow south. Due to the dense vegetation, runoff is dissipated either by interception from the large trees and/or a velocity reduction in the sheet flow. A topographic map was downloaded from the United States Geological Survey (USGS) website and is shown in Appendix A. The owners are not aware of any previous drainage issues and there was no visible sign of any previous drainage issues on site. A Federal Emergency Management Administration (FEMA) map of the project area is included in Appendix A. The property is located on panel 08123C1575E and is not currently located within a 100-year floodplain. There are not any off-site flows that are anticipated. Off-site flows from the east are intercepted by the Larimer No. 2 irrigation canal. Off-site flows from the south are intercepted and diverted by Laporte Avenue. Topography to the north is flat and off-site flows from the north appear to flow east toward the Larimer No. 2 irrigation canal. Off- site flows from the west flow south and bypass the site. 2. Sub-Basin Description There are three sub-basin areas that were considered for the drainage report, the proposed customer parking, the existing features, and a small area in the northeast corner of the parcel that is densely vegetated. The customer parking area will include permeable pavers that the specifications state are 100% permeable. The permeable pavers will replace the existing residence at 1804 Laporte Ave. The Existing Features area including the proposed brewery, taproom, commercial buildings, surrounding landscaping, employee parking and patio seating. No additional development is being proposed in this area and therefore, the percent imperviousness will not change for this area. The small area in the northeast corner of the parcel appears to ultimately flow to the canal. No development is proposed in this area and it consists only of vegetation. The vegetation includes large trees (cottonwoods and elms) and lilac bushes. Stodgy Brewing Company, LLC 8/20/2019 Preliminary Drainage Report Page 6 of 10 AGPROfessionals, 3050 67th Avenue, Suite 200, Greeley CO 80634 * 970-535-9318 * www.agpros.com Drainage Design Criteria 1. Development Criteria The proposed site runoff was evaluated using the criteria set forth in the Fort Collins Stormwater Criteria Manual (FCSCM) and Urban Drainage and Flood Control District (UDFCD) Criteria Manual Volumes 1, 2, and 3. 2. Four Step Process The Four Step Process recommended by UDFCD and City of Fort Collins was utilized to reduce runoff volumes and minimize impacts on receiving waters from smaller, more frequently occurring events. Step 1. Employ Runoff Reduction Practices To reduce runoff peaks, volumes, and pollutant loads, Stodgy Brewing is proposing to implement the following:  TrueGrid Pro Plus Pavers (TrueGrid Pavers) are proposed in the customer parking area. The TrueGrid Pro Plus Pavers are 100% permeable and will be gravel filled. The customer parking area is replacing the existing pavement and residence which reduces the percentage of imperviousness of the overall site and promotes infiltration. Specifications are in Appendix B.  No additional permeable areas are being proposed. The existing site (excluding the proposed parking area that will use the TrueGrid Plus Pavers) will remain the same which includes vegetated patio space and landscaping. The patio space and landscaping areas reduce run-off and promote infiltration. The historical drainage pattern will be maintained. Step 2. Implement BMPs That Provide a WQCV with Slow Release The TrueGrid Pavers are 100% permeable and have been designed with an 8” subgrade. The 8” subgrade was designed to hold the major storm event that falls on the parking lot. The water can be temporarily detained prior to infiltrating. The subgrade acts as a filter for the precipitation falling directly on the surface of the parking lot. The site has existing and established vegetation around the site. The proposed development does not disturb any of the established vegetation on the eastern border, maintains the landscaped areas in front of the proposed brewery, and is providing landscaped areas in the proposed customer parking area. Step 3. Stabilize Stream Larimer No. 2 Canal borders the proposed site. Minimal run-off historically flows that direction. Vegetation bordering the canal includes large trees (cottonwoods and elms) and lilac bushes. This established vegetation will continue to promote stabilized banks on the canal and will be maintained and kept throughout the development process. Stodgy Brewing Company, LLC 8/20/2019 Preliminary Drainage Report Page 7 of 10 AGPROfessionals, 3050 67th Avenue, Suite 200, Greeley CO 80634 * 970-535-9318 * www.agpros.com Step 4. Implement Site Specific and Other Source Control BMPs Site specific and other source control BMPs that will be implemented are:  Trash enclosure is placed adjacent to the parking lot and is fully enclosed. It is not directly next to storm drains or surface water.  Patio space is going to be maintained with the existing landscaping and will filter run-off from the paved area and roofs. 3. Hydrological Criteria From NOAA Atlas 14 Fort Collins, CO precipitation station, the estimated rainfall from the 2-year, 1-hour (minor storm event) precipitation is 0.880 inches and the 100-year, 1- hour (major storm event) precipitation is 3.07 inches (see NOAA Atlas 14 Precipitation Data in Appendix A). This value was used for runoff calculations. Percentage of imperviousness was calculated for the existing site conditions and the proposed site using the recommended values from Table 4.1-3. Surface Type – Percent Impervious (CDSCM Chapter 5 Hydrology Standards). The overall percentage of imperviousness for the existing site is approximately 34 percent and for the proposed site is approximately 28 percent (see Percentage of Imperviousness Calculation in Appendix A). The area used for the percentage of imperviousness calculation is the project site north of the right of way. Runoff calculations were computed using the Rational Method and the UD-Peak Runoff Prediction by the Rational Method Spreadsheet. Table 1 summarizes the existing conditions and proposed development flowrates. Calculations are in Appendix A. Table 1: Peak Runoff Flowrates Peak Runoff % Imperviousness 2 Year Peak Flowrate (cfs) 100 Year Peak Flowrate (cfs) Existing Conditions 34% 0.49 4.29 Proposed-Total 28% 0.38 4.01 cfs = cubic feet per second 4. Hydraulic Criteria The proposed site is decreasing the imperviousness by removing asphalt, gravel, and an existing building and installing permeable pavers. Since the percentage of imperviousness is not increasing by 1000 square feet or more, a detention pond is not proposed as stated in Chapter 1: Drainage Principles & Policies, 2.3.2 Detention Basin of the Fort Collins Stormwater Criteria Manual (FCSCM). Best Management Practices (BMPs) are proposed which include permeable pavers. TrueGrid Pavers are proposed for the customer parking lot. The TrueGrid ProPlus Pavers are designed for commercial parking lots, are 100% permeable, and can provide some detention under the surface. The Manufacturer’s Product Specification Sheet is in Appendix B. 8” of subgrade is proposed under the TrueGrid Pavers to detain the major storm volume falling on the proposed parking lot prior to infiltrating into the native soils. Stodgy Brewing Company, LLC 8/20/2019 Preliminary Drainage Report Page 8 of 10 AGPROfessionals, 3050 67th Avenue, Suite 200, Greeley CO 80634 * 970-535-9318 * www.agpros.com The major storm event should infiltrate within 16 hours (see Subgrade and Infiltration Calculations in Appendix B). Drainage Facility Design 1. General Concept The proposed brewery and site development decrease the existing percentage of imperviousness with the use of TrueGrid Permeable Pavers. The TrueGrid Pavers decrease run-off and infiltrate the rainfall that falls directly on the customer parking area. The site does not alter historic flows. A general drainage plan, drainage and erosion control plan, and drainage and erosion control details are shown in Appendix C. 2. Specific Details Installation and maintenance shall be in accordance with the manufacture’s technical specifications in Appendix B. A. Scheduled Maintenance of Proposed Facilities Scheduled maintenance of the TrueGrid Pavers will occur during daylight, weekday hours. Routine maintenance will include but should not be limited to the following:  Surface should be inspected to identify signs of slight cell infill loss. A 0.5 inch surcharge of aggregate shall be maintained as a surface wear course.  Monitor pavement to ensure traffic frequency and loading does not exceed the pavement design. B. Periodic or Non-Scheduled Maintenance of Proposed Facility Periodic or non-scheduled maintenance may include but should not be limited to the following:  When snow removal is required, keep a metal edged plow blade from coming in contact with the surface during plowing operations. Use a plow blade a minimum of 1 inch above the surface and with a flexible rubber edge or with sides on the lower outside corners so the plow blade does not come in contact with the pavers.  Ponding, rutting or pooling should not occur. However, routine inspections should be performed to ensure the TrueGrid Pavers are performing as designed. If the TrueGrid Pavers are significantly impaired such that the TrueGrid Pavers are incapable of properly functioning, the owner should assess the corrective action needed and have the parking lot restored by properly trained personnel. Stodgy Brewing Company, LLC 8/20/2019 Preliminary Drainage Report Page 9 of 10 AGPROfessionals, 3050 67th Avenue, Suite 200, Greeley CO 80634 * 970-535-9318 * www.agpros.com Erosion Control 1. Compliance with Erosion Control Criteria A comprehensive Erosion and Sediment Control Plan will be submitted with the Final Plan (FP). The Erosion and Sediment Control Plan will be consistent with the Fort Collins and State of Colorado’s Stormwater Criteria Manual. Preliminary erosion control plans and details can be seen in Appendix C. Conclusions 2. Compliance with Fort Collins Stormwater Criteria Manual The drainage design of Stodgy Brewing Company on Laporte Avenue is consistent with the Fort Collins Stormwater Criteria Manual, the West Vine Basin Plan, and all state and federal regulations governing stormwater discharge. The proposed site does not have a mapped 100-year Floodplain. 3. Drainage Concept Historical flow patterns and run-off amounts should be maintained in such a manner that should reasonably preserve the natural character of the area and prevent property damage of the type generally attributed to run-off rate and velocity increases, diversions, concentration and/or unplanned ponding of storm run-off for the 100-year storm event. The drainage design included in this report should be effective in controlling damage from the design storm runoff by detaining the 100-year, 1-hour storm event for the proposed under the customer parking area and releasing it through infiltration. The remainder of the site has not increased the percentage of imperviousness, and historical flow patterns to the Larimer No. 2 Irrigation Canal will be maintained. The proposed customer parking area is 100% permeable (5,898 square feet) and will infiltrate. The fire lane, ADA parking spot, and trash enclosure are proposed on asphalt (3,318 square feet) and the employee parking lot is gravel (2,069 square feet). The LID Requirements are being met as over 50% of the parking is treated by Low Impact Development (LID) through infiltration with TrueGrid Pavers and over 25% of the parking is paved with permeable pavers. Stodgy Brewing Company, LLC 8/20/2019 Preliminary Drainage Report Page 10 of 10 AGPROfessionals, 3050 67th Avenue, Suite 200, Greeley CO 80634 * 970-535-9318 * www.agpros.com List of References City of Fort Collins. “West Vine Basin.” Selected Plan-Water Quality & Habitat Improvements. Icon Engineering, Inc. Web. 8 August 2019. <https://www.fcgov.com/utilities/img/site_specific/uploads/West_Vine.pdf?1343238085 >. City of Fort Collins. “Fort Collins Stormwater Criteria Manual.” December 2018. Web. 31 July, 2019. < https://www.fcgov.com/utilities//img/site_specific/uploads/fcscm-cover- page-contents-and-preface.pdf?1549566343>. Federal Emergency Management Agency. "FEMA Flood Map Service Center." FEMA Flood Map Service Center. FEMA, 2 May 2012. Web. 31 July, 2019. <https://msc.fema.gov/portal>. Larimer County IT, Enterprise GIS. “Land Information.” Search by Map. Larimer County. Web. 12 August 2019. <https://maps1.larimer.org/gvh/?Viewer=LIL&run=Theme&theme=Land%20Informatio n&run=Parcel&parcel=> United States Department of Agriculture - Natural Resources Conservation Service. "Web Soil Survey." Web Soil Survey. USDA - NRCS, 2006. Web. 31 July, 2019 <http://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx>. United States Department of Commerce - National Oceanic and Atmospheric Administration. “NOAA's National Weather Service.” Point Precipitation Frequency Estimates. USDC - NOAA National Weather Service. Web. 7 August 2019 <https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=40.3194&lon=- 104.7041&data=depth&units=english&series=pds>. United States Geological Survey. “Maps.” Overview - Maps, United States Geological Survey. USGS, 2016. Web. 12 August 2019. <www.usgs.gov/products/maps/topo- maps>. Urban Drainage and Flood Control District. Peak Runoff Prediction by the Rational Method. Computer software. Software. Vers. 2.00. <http://udfcd.org/software>. Urban Drainage and Flood Control District. "Urban Storm Drainage Criteria Manual Volume 1." USDCM: Volume 1 Management, Hydrology and Hydraulics. UDFCD, Aug. 2018. Web. 12 August 2019. <http://udfcd.org/volume-one>. Urban Drainage and Flood Control District. "Urban Storm Drainage Criteria Manual Volumes 2." USDCM: Volume 2 Structures, Storage and Recreation. UDFCD, September 2017. Web. 12 August 2019. <http://udfcd.org/volume-two>. Urban Drainage and Flood Control District. "Urban Storm Drainage Criteria Manual Volumes 3." USDCM: Volume 3 Stormwater Quality. UDFCD, April 2018. Web. 29 Nov. 2018. <http://udfcd.org/volume-three>. Stodgy Brewing Company, LLC Appendices A. Hydrologic Computations a. Vicinity Map b. USDA-NRCS Soil Report c. West Vine Basin Plan d. USGS Topographic Map e. FEMA FIRMette Map f. NOAA Atlas 14 Rainfall Maps g. Percentage of Imperviousness h. UD Rational Runoff Calculations B. Hydraulic Computations a. TrueGrid Permeable Paver Product Specification Sheet b. Subgrade and Infiltration Calculation C. 24 x 36 Maps a. General Drainage Plan b. Drainage and Erosion Control Plan c. Drainage and Erosion Control Details Stodgy Brewing Company, LLC APPENDIX A Hydrologic Computations Vincity Map This map was created by Larimer County GIS using data from multiple sources for informal purposes only. This map may not reflect recent updates prior to the date of printing. Larimer County makes no warranty or guarantee concerning the Date Prepared: 8/12/2019 9:54:20 AM completeness, accuracy, or reliability of the content represented. 0.1 0.1 Miles 12,000 0 Legend 1: Notes Scale Tax Parcels PLSS Township and Range PLSS Sections PLSS Quarter Sections Railroads Major Road System Road System Lakes and Ponds Major Rivers and Streams Rivers and Streams County Boundary Rocky Mountain National Park Incorporated Areas City or Town County State Federal Other United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Larimer County Area, Colorado Stodgy Brewing Co Natural Resources Conservation Service July 31, 2019 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface.................................................................................................................... 2 How Soil Surveys Are Made..................................................................................5 Soil Map.................................................................................................................. 8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................ 11 Map Unit Descriptions.........................................................................................11 Larimer County Area, Colorado...................................................................... 13 35—Fort Collins loam, 0 to 3 percent slopes.............................................. 13 74—Nunn clay loam, 1 to 3 percent slopes.................................................14 References............................................................................................................16 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 9 Custom Soil Resource Report Soil Map 4493160 4493170 4493180 4493190 4493200 4493210 4493220 4493230 4493240 4493250 4493160 4493170 4493180 4493190 4493200 4493210 4493220 4493230 4493240 4493250 490720 490730 490740 490750 490760 490770 490780 490790 490800 490810 490820 490830 490840 490850 490860 490720 490730 490740 490750 490760 490770 490780 490790 490800 490810 490820 490830 490840 490850 490860 40° 35' 23'' N 105° 6' 34'' W 40° 35' 23'' N 105° 6' 28'' W 40° 35' 21'' N 105° 6' 34'' W 40° 35' 21'' N 105° 6' 28'' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 30 60 120 180 Feet 0 5 10 20 30 Meters Map Scale: 1:648 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features 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: 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 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 35 Fort Collins loam, 0 to 3 percent slopes 0.6 30.7% 74 Nunn clay loam, 1 to 3 percent slopes 1.5 69.3% Totals for Area of Interest 2.1 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, Custom Soil Resource Report 11 onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 12 Larimer County Area, Colorado 35—Fort Collins loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2tlnc Elevation: 4,020 to 6,730 feet Mean annual precipitation: 14 to 16 inches Mean annual air temperature: 46 to 48 degrees F Frost-free period: 143 to 154 days Farmland classification: Prime farmland if irrigated Map Unit Composition Fort collins and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Fort Collins Setting Landform: Interfluves Down-slope shape: Linear Across-slope shape: Linear Parent material: Pleistocene or older alluvium derived from igneous, metamorphic and sedimentary rock and/or eolian deposits Typical profile Ap - 0 to 4 inches: loam Bt1 - 4 to 9 inches: clay loam Bt2 - 9 to 16 inches: clay loam Bk1 - 16 to 29 inches: loam Bk2 - 29 to 80 inches: loam Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 12 percent Salinity, maximum in profile: Nonsaline (0.1 to 1.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 0.5 Available water storage in profile: High (about 9.1 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 4c Hydrologic Soil Group: C Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Custom Soil Resource Report 13 Minor Components Nunn Percent of map unit: 10 percent Landform: Terraces Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Vona Percent of map unit: 5 percent Landform: Interfluves Landform position (two-dimensional): Backslope, footslope Landform position (three-dimensional): Side slope, base slope Down-slope shape: Linear Across-slope shape: Linear Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No 74—Nunn clay loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 2tlpl Elevation: 3,900 to 5,840 feet Mean annual precipitation: 13 to 17 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period: 135 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Nunn and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Nunn Setting Landform: Terraces Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Pleistocene aged alluvium and/or eolian deposits Typical profile Ap - 0 to 9 inches: clay loam Bt - 9 to 13 inches: clay loam Btk - 13 to 25 inches: clay loam Bk1 - 25 to 38 inches: clay loam Custom Soil Resource Report 14 Bk2 - 38 to 80 inches: clay loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 7 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.1 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 0.5 Available water storage in profile: High (about 9.9 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: C Ecological site: Clayey Plains (R067BY042CO) Hydric soil rating: No Minor Components Heldt Percent of map unit: 10 percent Landform: Terraces Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Ecological site: Clayey Plains (R067BY042CO) Hydric soil rating: No Satanta Percent of map unit: 5 percent Landform: Terraces Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Custom Soil Resource Report 15 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 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. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 16 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 17 !( !( !( !( HORSETOOTH RESERVOIR COLLEGE LAKE OVERLAND TRL LAPORTE AVE W MULBERRY ST W ELIZABETH ST TAFT HILL RD SHIELDS ST VINE DR Southern Flow Path Central Flow Path Northern Flow Path Hollywood •Pond Retrofit Existing - Irish Pond to accommodate Water Quality Volume Westland •Pond New Pond for Water Quality Volume Granada •Pond New Pond Heights for Water Quality Volume West •Pond New Vine Pond Regional for Water Quality Volume Proposed andRestoration Habitat Stream Improvements along Soldier Canyon Creek B D C A Selected Plan - Water West Quality Vine Basin & Habitat Improvements . 1 inch = 0.125 miles 0 1,320 2,640 Feet West Vine Basin Proposed BMP Basin Type Flood Control Only Water Quality Only Flood Control and Water Quality Proposed Improvements Proposed Water Quality Selected Improvements Plan Proposed Improvements Habitat Natural Area X Proposed Stream Restoration and Habitat Improvements Proposed Proposed ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  USGS The National Map: Orthoimagery. Data refreshed April, 2019. National Flood Hazard Layer FIRMette 0 250 500 1,000 1,500 2,000 Feet Ü 105°6'49.94"W 40°35'35.43"N 105°6'12.48"W 40°35'8.11"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT HAZARD SPECIAL FLOOD AREAS Without Zone A, V, Base A99 Flood Elevation (BFE) With BFE or Depth Zone AE, AO, AH, VE, AR Regulatory Floodway 0.of 2% 1% Annual annual Chance chance Flood flood with Hazard, average Areas depth areasdrainage of less less than than one one foot square or with mile Zone X Future ChanceAnnual Conditions Flood Hazard 1% Zone X Area Levee.to with See Reduced Notes. Flood Risk due Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood Hazard Zone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This digital map flood complies maps if with it is FEMA's not void standards as described for the below. use of The accuracy basemap standards shown complies with FEMA's basemap The authoritative flood hazard NFHL information web services is derived provided directly by FEMA. from This the map was reflectnot exported changes on or 7/amendments 31/2019 at 3:subsequent 39:59 PM to and this does date and time. becomeor The superseded NFHL and effective by new data information over time. may change This elementsmap map image do not is appear: void if basemap the one or imagery, more of flood the following zone labels, legend, FIRM panel scale number, bar, map and creation FIRM effective date, community date. Map identifiers,images for unmapped regulatoryfor purposes. and unmodernized areas cannot be used Legend OTHER FLOOD AREAS HAZARD OF OTHER AREAS STRGUECNTUERREASL FEATURES OTHER MAP PANELS 8 1:6,000 B 20.2 The point pin selected displayed by the on the user map and is does an approximate not represent an authoritative property location. Project Number: Date: 3050 67th Avenue, Suite 200 Designed By: Sheet: of Greeley, CO 80634 Checked By: Telephone (970) 535-9318 Subject: www.agpros.com = User Entry Solving for the Percent Impervious (I): Description per UDFCD Table 6-3 Square Feet Total Impervious Acres Total Development Acres Development %I Actual Design 13,998 40,946 Acres 0.94 0.32 34% 0.00 0.00 0.00 0.00 40,946 0.32 0.00 0.00 0.00 0% 0% 0% 0% 0% 0.00 0.00 0.00 0.00 0.00 Total SqFt Acres Impervious 100% 2% 40% 8,800 4,744 25,333 2,069 0.18 0.11 0.01 0.02 None None Gravel Road None None 2769-02 8/20/19 9:55 AM AGPROfessionals CTV Impervious Area Calculation Existing (To edge of ROW) Roofs % Impervious 90% Project Number: Date: 3050 67th Avenue, Suite 200 Designed By: Sheet: of Greeley, CO 80634 Checked By: Telephone (970) 535-9318 Subject: www.agpros.com = User Entry Solving for the Percent Impervious (I): Description per UDFCD Table 6-3 Square Feet Total Impervious Acres Total Development Acres Development %I Actual Design 11,366 40,847 Acres 0.94 0.26 28% 0.00 0.00 0.00 0.00 40,847 0.26 0.00 0.00 0.00 100% 0% 0% 0% 0% 516 0.01 5,834 0.00 0.00 0.00 0.00 Total SqFt Acres Impervious 100% 2% 40% 7,302 3,009 22,119 2,067 0.15 0.07 0.01 0.02 None None Gravel Road Sidewalk Permeable Pavers 2769-02 8/20/19 9:55 AM AGPROfessionals CTV Impervious Area Calculation Existing (To edge of ROW) Roofs % Impervious 90% Designer: Company: 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr Date: 1-hour rainfall depth, P1 (in) = 0.88 1.16 1.47 2.01 2.50 3.07 4.70 Project: a b c Location: Rainfall Intensity Equation Coefficients = 28.50 10.00 0.786 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr Overland Flow Length Li (ft) U/S Elevation (ft) (Optional) D/S Elevation (ft) (Optional) Overland Flow Slope Si (ft/ft) Overland Flow Time ti (min) Channelized Flow Length Lt (ft) U/S Elevation (ft) (Optional) D/S Elevation (ft) (Optional) Channelized Flow Slope St (ft/ft) NRCS Conveyance Factor K Channelized Flow Velocity Vt (ft/sec) Channelized Flow Time tt (min) Computed tc (min) Regional tc (min) Selected tc (min) 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr 0.25 0.31 0.38 0.51 0.56 0.62 0.70 13.49 13.49 13.49 2.10 2.77 3.51 4.79 5.96 7.32 11.21 0.49 0.81 1.26 2.29 3.14 4.29 7.32 0.20 0.26 0.34 0.48 0.53 0.60 0.68 14.32 14.32 14.32 2.04 2.69 3.41 4.66 5.80 7.12 10.90 0.38 0.67 1.08 2.09 2.90 4.01 6.93 Proposed 0.94 260.00 0.050 0.00 Cells of this color are for calculated results based on overrides Valene Lickley AGPROfessional 8/16/2019 Stodgy Brewing Fort Collins Version 2.00 released May 2017 Stodgy Brewing Company, LLC APPENDIX B Hydraulic Computations 1-855-355-GRID (4743) Page 1 TRUEGRID Pavers: 2500 Summer St., # 3225, Houston, TX 77007 TRUEGRID® PRO Plus Manufacturer’s Product Specification Sheet Dimensions: 24” x 24” x 1.8” (4 sq/ft) Pre-Assembled: 16 sq/ft per layer (4’ x 4’ sheet) (4 grids per layer) Cell Width: 3-3/16” Weight: 5.22 lbs Permeability: 100% w/clean, uniform stone Product Porosity: 90% open Compressive strength: Over 8000 psi filled Material: Recycled High Density Polyethylene (100% post-consumer) Color: Black with UV Stabilizer Temperature Range: Dimensionally Stable for -58F to 194F Moisture Absorption: .01% Environmental Compatibility: Nontoxic, harmless to plants, animals, and microorganisms. Inert material, groundwater neutral Installation Speed: 1000 sq/ft per man hour Other features of TRUEGRID  Highly resistant to oils, gasoline, acids, salt, ammonia, and alcohol  May be saw cut  Patented design yields ultimate hoop strength  Circular elements provide multi-directional crush and shear strength  Flexible links allow expansion and contraction depending on environmental conditions  Built in X-Anchors allows weight of filler to hold grid down without any extra staking  Interlocking connectors 1-855-355-GRID (4743) Page 2 TRUEGRID Pavers: 2500 Summer St., # 3225, Houston, TX 77007 Ground Preparation: Depends upon site condition and local conditions. Suggested Sub-base: 3/4” – 1” diameter clean/washed, angular gravel. Depth of this layer should be a minimum of 6”- 8”. Deeper for heavier loads. For additional drainage, increase depth of sub-base. Class 2 road base (crushed concrete) is also a typical sub-base material. Gravel/sandy soil mix (60/40) is also common for grass fill applications. Level sub-base before laying TrueGrid. Installation: Layout and snap together pre-assembled sheets. (4 pcs per layer = 16 sq/ft) If body weight does not level the grids, use plate vibrator or heavy cylinder to level. Backfill: Any angular or round medium may be used. Fill cells with filler of choice. 5/8” or 3/4” diameter typical.  TRUEGRID may be cut on site  Pre-cutting is not required Angle grinder, circular saw, compass saw, or handsaw are all options for cutting TRUEGRID. Delivery:  Pallet content: 800 sq/ft = 50 layers per pallet = 200 pcs  Pallet dimensions: 48” x 48” x 95”  Approximate pallet weight: 1,050 lbs  Truckload: 24 pallets or 19,200 sq/ft For more info on TRUEGRID Please visit our website: www.truegridpaver.com Project Number: Date: 3050 67th Avenue Designed By: Sheet: of Greeley, CO 80634 Checked By: Telephone (970) 535-9318 Subject: www.agpros.com Properties/Assumptions: Area of TrueGrid Pavers (A) = sq. ft. Additional Area (A1)= sq. ft. % of Impervious of Additional Area = min. ksat (Websoil Survey) = in/hr 100-year, 1-hour Rainfall Depth ( P1 ) = inch % Void in Subgrade = Calculations: 1. Depth of Subgrade: Volume of run-off = A * P1 * 1 ft / 12 in Volume of run-off = 5898 * 3.07 * 1 ft / 12 in Volume of run-off = 1509 sq.ft. Volume of Storage=A * * % Void = 5898 * Depth of Subbase * 1509 / 5898 * 0.64 ft = 8 inches 2. Infiltration Time: Infiltration Time = Rainfall Depth / ksat Infiltration Time = 3.07 / Infiltration Time = hrs Depth of Subbase= 0.2 15.35 Depth of Subbase 1509 40% Depth of Subbase= 40% 0.2 3.07 40% 5898 0 0% 2769-02 8/10/19 10:34 AM AGPROfessionals CTV TrueGrid Subbase Calculations 1 1 Page 1 Stodgy Brewing Company, LLC APPENDIX C 24 x 36 Maps VINE DR LAPORTE AVE MULBERRY ST SHIELDS ST TAFT HILL RD PROJECT LOCATION LAPORTE AVE PROJECT LOCATION CITY LIMITS 1.0% 1.8% 1.2% 2.5% 2.6% 1.2% 0.9% 4.2% 1.1% 5.2% 0.1% 1.7% 0.8% 1.0% 1.1% 1.1% 1.0% 2.5% A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: August 20, 2019 DATE: August 20, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N 5055 5053 5054 5056 5057 5055 5054 5051 5052 5053 5054 5050 5051 5052 5053 5055 5055 5055 5051 5052 5053 5054 5056 5056 X X X EXISTING DECK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY LARIMER COUNTY CANAL NO. 2 LAPORTE AVE (ARTERIAL) FREY AVE EXISTING BRIDGE EXISTING CONCRETE EXISTING DECK EXISTING PAVEMENT R20' R20' ACCESS ESMT RAMP EXISTING ELECTRIC CURB RAMP (BOTH SIDES) R20' R20' PROPOSED FENCE (MATCH EXISTING) PROPOSED LIGHT POLE (TYP) PROPOSED WALL MOUNTED LIGHT (TYP) 1760 WEST LAPORTE AVE LLC 1760 WEST LAPORTE AVE LLC ROBINSON MARILYN K/DONALD G BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY SALUD HEALTH CENTER LLC X X X EXISTING DECK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY LARIMER COUNTY CANAL NO. 2 LAPORTE AVE (ARTERIAL) FREY AVE EXISTING BRIDGE EXISTING CONCRETE EXISTING DECK EXISTING PAVEMENT E E E E E R20' R20' ACCESS ESMT 24' 20' FIRE LANE 22' 12' 20' FOOD TRUCK PARKING RAMP EXISTING ELECTRIC EXISTING COMMUNICATIONS TO BE RELOCATED (VERIFY) CURB RAMP (BOTH SIDES) CURB RAMP (BOTH SIDES) 60' R.O.W. 12' ADDITIONAL R.O.W. 15' UTIL ESMT & BLDG SETBACK 6' WALK 24' PROPOSED C&G FULL DEPTH ASPHALT 25' 50' COMPACT PARKING (8 SPACES) 9' (TYP) 17' (TYP) R20' R20' 15' 8' 13' 19' 9' 24' PROPOSED FENCE 5055 5053 5054 5056 5057 5055 5054 5051 5052 5053 5054 5050 5051 5052 5053 5055 5055 5055 5051 5052 5053 5054 5056 5056 X X X EXISTING DECK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY LARIMER COUNTY CANAL NO. 2 LAPORTE AVE (ARTERIAL) FREY AVE EXISTING BRIDGE EXISTING CONCRETE EXISTING DECK EXISTING PAVEMENT R20' R20' ACCESS ESMT RAMP EXISTING ELECTRIC CURB RAMP (BOTH SIDES) R20' R20' PROPOSED FENCE (MATCH EXISTING) PROPOSED LIGHT POLE (TYP) PROPOSED WALL MOUNTED LIGHT (TYP) 1760 WEST LAPORTE AVE LLC 1760 WEST LAPORTE AVE LLC ROBINSON MARILYN K/DONALD G BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY SALUD HEALTH CENTER LLC A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: August 20, 2019 DATE: August 20, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR STODGY BREWING CO., LLC GRADING DETAILS GR-2 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. GRADING DETAILS FT COLLINS, CO SHEET 4 OF 9 (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - TRANSITION ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - COMMERCIAL LIMITED KOPITZKE ROBERT W BUILDING A (EXISTING) BUILDING B (EXISTING) CONCRETE PATH LOW SCREEN WALL LOW SCREEN WALL LOW SCREEN WALL 5055 5052 5053 5054 5056 5050 5051 5052 5053 2.0% 2.0% 2.2% 2.1% RETAINING WALL ( H = 2' - 0.5') 60' R.O.W. 12' ADDITIONAL R.O.W. 15' UTIL ESMT & BLDG SETBACK 6' WALK 24' PROPOSED C&G 25' 50' 24' 7.7% 4.4% 4.2% 3.7% 7.7% 5.6% 25.3% 10.4% 5056 SF SF SF SF SF EXISTING VEGETATION EXISTING VEGETATION TRUE GRID PERMEABLE PAVERS STODGY BREWING CO., LLC GRADING & EROSION CONTROL PLAN GR-1 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. N A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: August 20, 2019 DATE: August 20, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR GRADING & EROSION CONTROL PLAN FT COLLINS, CO 0 20 SCALE: 1" =20' SHEET 3 OF 9 PLAN VIEW 4.0% EXISTING GROUND SURFACE CONTOUR AND ELEVATION, FT PROPOSED GROUND SURFACE CONTOUR AND ELEVATION, FT SILT FENCE ROCK SOCK CONCRETE WASHOUT AREA VEHICLE TRACKING CONTROL FLOW DIRECTION AND SLOPE 5296 LEGEND 5296 SF RS CWA VTC VTC CWA RS GRADING AND EROSION CONTROL NOTES 1. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS ON THE ACCEPTED PLANS. 2. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. 3. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN TWENTY-FOUR (24) HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE CITY. 4. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 5. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED TO MINIMIZE WIND-BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 6. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL TIME. 7. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BEST MANAGEMENT PRACTICES (BMP) ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS-OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE CITY. 8. TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b. REMAIN IN PLACE UNTIL ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE CITY OR THEIR DESIGNATED REPRESENTATIVE. c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE CITY OR THEIR DESIGNATED REPRESENTATIVE. 10. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 11. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORK DAY. 12. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 13. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 14. COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL ALWAYS TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 15. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY AS DIRECTED BY THE CITY. 17. ALL DISTURBED AREAS, NOT IN A ROADWAY, SHALL BE SEEDED AND MULCHED AS SOON AS POSSIBLE USING THE APPLICABLE SEED MIXTURE SPECIFIED ON THE PLANS. 1. NO 100 -YR FLOODPLAIN MAPPED IN THIS AREA. NOTE (MATCH EXISTING) PROPOSED LIGHT POLE (TYP) PROPOSED WALL MOUNTED LIGHT (TYP) BIKE PARKING (36 SPACES) 1760 WEST LAPORTE AVE LLC 1760 WEST LAPORTE AVE LLC ROBINSON MARILYN K/DONALD G BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - TRANSITION ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - COMMERCIAL LIMITED KOPITZKE ROBERT W 30' 13.8' 1.4' 2.4' 69.6' BUILDING A (EXISTING) PROPOSED USE - BREWERY GROSS FLOOR AREA - 5,637 SF STORIES - 1 BUILDING B (EXISTING) PROPOSED USE - OFFICE GROSS FLOOR AREA - 1,665 SF STORIES - 1 PARKING (9 SPACES) PARKING (5 SPACES) ADA PARKING (1 SPACE) PERMEABLE PAVERS ASPHALT PAVEMENT EXISTING GRAVEL CONCRETE PATH PARKING (4 SPACES) 20' 1 ST-1 LOW SCREEN WALL LOW SCREEN WALL LOW SCREEN WALL EXIT ONLY SIGN DO NOT ENTER SIGN 4" x 4" WOOD POST (TYP) WOOD SIDING (MATCH BUILDING EXTERIOR) BOLLARDS 13' 9' 3' 13' 6' 3' WOOD SIDING (MATCH BUILDING EXTERIOR) DOUBLE SWING GATE STODGY BREWING CO., LLC SITE PLAN ST-1 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. N A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: August 20, 2019 DATE: August 20, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR SITE PLAN FT COLLINS, CO 0 20 SCALE: 1" =20' SHEET 3 OF 7 LEGEND PLAN VIEW 1 ST-1 TRASH ENCLOSURE NTS PLAN ELEVATION PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED PAVERS PROPOSED LANDSCAPE (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) SALUD HEALTH CENTER LLC (TRANSITION) ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - TRANSITION ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY ZONE - COMMERCIAL LIMITED KOPITZKE ROBERT W BUILDING A (EXISTING) BUILDING B (EXISTING) CONCRETE PATH LOW SCREEN WALL LOW SCREEN WALL LOW SCREEN WALL 5055 5052 5053 5054 5056 5050 5051 5052 5053 2.0% 2.0% 2.2% 2.1% RETAINING WALL ( H = 2' - 0.5') 60' R.O.W. 12' ADDITIONAL R.O.W. 15' UTIL ESMT & BLDG SETBACK 6' WALK 24' PROPOSED C&G 25' 50' 24' 7.7% 4.4% 4.2% 3.7% 7.7% 5.6% 25.3% 10.4% 5056 EXISTING VEGETATION EXISTING VEGETATION TRUE GRID PERMEABLE PAVERS STODGY BREWING CO., LLC DRAINAGE PLAN DR-2 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. N A B C D E F G H A B C D E F G H 1 2 3 4 5 1 2 3 4 5 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 ▪ fax: (970) 535-9854 SHEET: DATE LAST SAVED: August 20, 2019 DATE: August 20, 2019 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 R5 N O T F O R C O N S T R U C T I O N APPROVAL ONLY! FOR DRAINAGE PLAN FT COLLINS, CO 0 20 SCALE: 1" =20' SHEET 7 OF 9 PLAN VIEW 4.0% EXISTING GROUND SURFACE CONTOUR AND ELEVATION, FT PROPOSED GROUND SURFACE CONTOUR AND ELEVATION, FT FLOW DIRECTION AND SLOPE 5296 LEGEND 5296 1. NO 100 -YR FLOODPLAIN MAPPED IN THIS AREA. NOTE S T R U C T I O N APPROVAL ONLY! FOR DRAINAGE PLAN COVER SHEET DR-1 --/--/-- --/--/-- --/--/-- --/--/-- --/--/-- DESC. DESC. DESC. DESC. DESC. DRAINAGE PLAN COVER SHEET FT COLLINS, CO VICINITY MAP SCALE: 1" = 1000' N SHEET 1 OF 5 BEING A PART OF THE SE 1/4 OF THE NW 1/4 SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST, OF THE 6TH P.M., LARIMER COUNTY, COLORADO N 0 100 SCALE: 1" =100' OVERALL PLAN STODGY BREWING CO., LLC STODGY BREWING CO., LLC C 28.0 0.000 15 0.00 0.00 21.24 260.00 0.050 Rainfall Intensity, I (in/hr) 0.00 0.000 15 0.00 0.00 20.22 Peak Flow, Q (cfs) Calculation of Peak Runoff using Rational Method RunoffConcentration Coefficient, C Overland (Initial) Flow Time Channelized (Travel) Flow Time Time of Subcatchment Name Area (ac) NRCS Hydrologic Soil Group Percent Imperviousnes s Existing 0.94 C 34.0 Select UDFCD location for NOAA Atlas 14 Rainfall Depths from the pulldown list OR enter your own depths obtained from the NOAA website (click this link) Cells of this color are for required user-input Cells of this color are for optional override values I 𝑖𝑛/ℎ𝑟 = a ∗ P1 b + tc c ti = 0.395 1.1 − C5 Li Si 0.33 tt = Lt 60K St = Lt 60Vt Computed tc = ti + tt Regional tc = 26 − 17i + Lt 60 14i + 9 St Selected tc = max tminimum , min Computed tc , Regional tc tminimum = 5 (urban) tminimum = 10 (non-urban) Q 𝑐𝑓𝑠 = CIA None 0% 0% 0% 0% Paved Streets Lawns, clayey soil None None None None None None None 0% 0% 0% None 0% 0% 0% 0% Paved Streets Greenbelts, Agriculture None None None None None None None 0% 0% 0% ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  ― │  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CHINOOK LN CANAL DR C H A R O L A I S D R W LAKE ST I R I S H D R B R O N SO N S T W DRAKE RD DUNBAR AVE C A S T L E R O C K D R CO RD 48 REGENCY DR R I C H M O N D D R CO RD 17 S C E N I C D R M A R I G O L D L N P O W D E R H O R N D R G I L G A L A D W A Y W A L L E N B E R G D R W MOUNTAIN AVE ELM ST H I N S D A L E D R SHEELY DR LAPORTE AVE C O N S T E L L A T I O N D R M A N H A T T A N A V E MEADOWLARK AVE UNIVERSITY AVE N MELDRUM ST E M O N R O E D R E MULBERRY ST STOVER ST E MYRTLE ST C A M E L O T D R B O L T Z D R M O R G A N S T MANSFIELD DR L O C H W O O D D R S LINK LN FRONTAGE RD HILLSIDE DR W I L L O W S P R I N G S W A Y R A C Q U E T T E D R LAKEVIEW DR C A R M I C H A E L S T D E L A N Y D R T I M B E R C R E E K D R CHESAPEAKE DR Z E P H Y R R D A R C T I C F O X D R IOWA DR T I M B E R L I N E R D M E R G A N S E R D R CO FAIR LN W I L L I A M N E A L P K W Y E X M O O R L N MOUNTAIN VISTA DR HIDDEN POND DR SHALLOW POND DR M U S K R A T C R E E K D R E HARMONY RD W I L D V I E W D R E C O R D 3 4 E W STUART ST N SUNSET ST H A M P S H I R E R D P O N D E R O S A D R GALLUP RD B R I A R W O O D R D S I L V E R G A T E R D YORKTOWN AVE O R C H A R D P L C H I P P E N D A L E D R LAREDO LN HARRIS DR F O S S I L C R E E K D R L A N G D A L E D R M O S S C R E E K D R W A G O N W H E E L D R S WASHINGTON AVE W ST A P P L E D R A R B O R A V E SYCAMORE ST S MASON ST S MASON ST E SKYWAY DR E SWALLOW RD EDWARDS ST E PLUM ST CONIFER ST E H A R M O N Y R D BUCKINGHAM ST B R A M B L E B U S H S T RI DG EC RE ST RD N L E M A Y A V E N LINK LN W I L M I N G T O N D R E A S T B R O O K D R S T O N E Y C R E E K D R TIMBERLINE RD CUSTER DR E CO RD 42 FORECASTLE DR CO RD 9E T I M B E R W O O D D R S U N S T O N E D R CHASE DR C H E R L Y S T S SUMMIT VIEW DR N CO RD 9 R O C K Y S T R E A M D R JOHN DEERE DR MOFFETT DR HILLCREST DR N IMPALA DR S TAFT HILL RD M A N C H E S T E R D R CRESTMORE PL CRESCENT DR C A S A G R A N D E B L V D W S T U A R T S T WABASH ST G U N N I S O N D R R E S E A R C H B L V D W LAUREL ST C A N Y O N A V E N WHITCOMB ST R E D W I N G R D RE MI N G T O N ST R E D C E D A R C I R LANDINGS DR P A R K E R S T PETERSON ST E OLIVE ST C A J E T A N S T E W I L L O X L N P A R K V I E W D R C H E Y E N N E D R COUNTRY CLUB RD B U C H A N A N S T E LINCOLN AVE H U M M E L L N E M I G H S T N A T U R E H I K I N G T R L B A T T L E C R E E K D R A C A D E M Y C T HEATH PKWY S T E T S O N C R E E K D R SHARP POINT DR N SUMMITVIEW DR P A D D I N G T O N R D ROCK CREEK DR S CO RD 9 E LINCOLN AVE GALILEO DR SHERRY DR C A M P F I R E D R NE FRONTAGE RD W E L L I N G T O N D R PICADILLY DR S I L V E R O A K S D R S TAFT HILL RD OVERLOOK DR GLENMOOR DR ROYAL DR SC A RB O R O U G H DR S B R Y A N A V E W PLUM ST HEPPLEWHITE CT CITY PARK AVE W E L I Z A B E T H S T S H E L D O N D R JACKSON AVE R A I N T R E E D R CO RD 17 CO RD 17 H A N N A S T C L A R E N D O N H I L L S D R B E N T H A V E N S T P A R A D I S E L N C O L O N Y D R N GRANT AVE PHEMISTER RD MASON CT GARFIELD ST E MAGNOLIA ST F O S S I L C R E E K P K W Y B A Y B E R R Y C I R W H A L E R S W A Y N S T A R C O U R S E DA RT M O UT H T RL G R E E N S T S LEMAY AVE LINDENMEIER RD GREGORY RD K I N G S B U R Y D R 12TH ST W H E A T O N D R MCHUGH ST ROLLINGWOOD DR W H I T E W I L L O W D R S CO RD 11 C A R I B O U D R W A P I T I R D P I N E C O N E C I R MAPLE HILL DR E CO RD 36 R E D M O U N T A I N D R THOREAU RD SAGE CREEK RD OLD MILL RD STONEHAVEN DR ANTELOPE RD R I V E R B E N D D R W A G O N T R A I L R D B I G D I P P E R D R MARIAH LN ECLIPSE LN S CO RD 7 SW FRONTAGE RD RI VE RS ID E AV E S COLLEGE AVE N COLLEGE AVE J E F F E R S O N S T T E R R Y L A K E R D S COLLEGE AVE S C O L L E G E A V E E MULBERRY ST Portner Reservoir Sherwood Reservoir Sheldon Lake B-22 Reservoir Long Reservoir Pond Number 5 S p r i n g C r D r y C r S p r i n g C r F o s s i l C r B o x e l d e r C r F o s s i l C r C o o p e r S l o u g h F o s s i l C r F o s s i l C r S p r i n g C r D r y C r T r i l b y L a t e r a l Plea san t Va lley and Lak e Ca nal J o s h A m e s D i t c h L a k e C a n a l C ac h e la P o u d re R e s er v oi r In l et B o x e l d e r D i t c h M a i l C r D i t c h F o s s i l C r R e s e r v o i r I n l e t F o s s i l C r R e s e r v o i r I n l e t L a r i m e r C o u n t y C a n a l N u m b e r 2 F l a t C o ll i n s I r r i g a t i o n D i t c h M u s k r a t D i t c h N e w M e r c e r C a n al Dixon Canyon Lateral Larimer and Weld Canal L a r i m e r a n d W e l d C a n a l C a c h e l a P o u d r e R i v e r Ca ch e l a Po ud re Ri ve r WLaarkreen N Poudre NumbReerservoir 17 TLearkrey RNeseelrsvoonir Long ReserPvoonird LindLeankmeeier WiLlalikaems Long ReserPvoonird Coll Ft Collins America Front Community Range Coll Ft Collins Campus Colorado State Univ Grandview Cem Harmony Cem CRoesmelawn FORT COLLINS Laporte Drakes Harmony Black Junction Hollow Giddings Mountain View Mountain View Omega Buckingham Andersonville Sinnard McClellands Arrowhead 30' 37' 000 44 95 4 5' 4 95 30" 000 105° 44 44 40° 44 44 44 44 105° 87 92 91 92 4 4 105° 44 44 44 FEET 1 32' 44 30" 44 30" 91 96 30" 4 E FEET 4 96 496 2' 97 130 98 4 4 44 44 88 89 94 95 37' 430 97 105° 44 88 90 94 07'30" 4 3 92 5' 2'30" 4 99 44 44 32' 35' 44 44 07' 90 000m 94 44 90 92 470 84 000mN 86 89 N 490 91 110 97 3 FEET 4 000m 44 44 00' 86 87 93 30" FEET 40° 44 85 93 4 000 94 95 4 98 E 40° 84 91 96 00' 000 40° 35' 44 44 44 000m 4 4 4 99 44 85 1 30' 30" COLORADO QUADRANGLE LOCATION FORT COLLINS QUADRANGLE COLORADO-LARIMER CO. 7.5-MINUTE SERIES FORT COLLINS, CO 2016 Expressway Local Connector ROAD CLASSIFICATION Ramp 4WD Secondary Hwy Local Road WRoute Interstate Route USRoute State X / .H U.S. DEPARTMENT U.S. GEOLOGICAL OF THE SURVEY INTERIOR 1 Laporte 8 Windsor 2 Wellington 3 Cobb Lake 4 Horsetooth Reservoir 5 Timnath 6 Masonville 7 Loveland ADJOINING QUADRANGLES 1 2 3 4 5 6 7 8 National This Geospatial map was Program produced US Topo to conform Product with Standard, the 2011. A metadata file associated with this product is draft version 0.6.19 NORTHFEET AMERICAN CONTOUR INTERVAL VERTICAL 10 DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 1 0.0KILOMETERS5 1 2 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET Imagery.Roads.2013........................................................... ..U....S. ....Census ..........Bureau, ..NAIP, 2015 July - 2016 Names.Hydrography.2016..............................................National ............Hydrography ..................Dataset, GNIS, 2013 Contours.Boundaries..........................Multiple ...........sources; ..National see Elevation metadata file Dataset, 1972 - 2016 2001 Public Wetlands.Land ......Survey ..FWS System.National ....Wetlands .............Inventory .............1977 ...BLM, - 2011 2014 North World American Geodetic System Datum of of 1983 1984 ((NAD83)WGS84). Projection and 1 000-meter grid: Universal Transverse Mercator, Zone 13T Produced by the United States Geological Survey 10 zone)north 000-foot ticks: Colorado Coordinate System of 1983 ( This generalizedbe map is not for a this legal map document. scale. Private Boundaries lands within may government reservations enteringbefore private may lands. not be shown. Obtain permission U.S. National Grid 100,000-m Square ID Grid Zone Designation DE 13T ^ Ù MN GN UTM DECLINATIONNORTH GRID AND 2016 AT CENTER MAGNETIC OF SHEET 12´ 0° MILS 15232´ 8° MILS *7643016358869* NSN. 7 6 4 3 0 1 6 3 5 8 8 6 9 NGA REF NO. U S G S X 2 4 K 1 5 8 7 5 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 Survey Area Data: Version 13, Sep 10, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 11, 2018—Aug 12, 2018 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. Custom Soil Resource Report 10