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Home My WebLink AboutBLOOM FILING TWO - FDP230002 - SUBMITTAL DOCUMENTS - ROUND 2 - STORMWATER MANAGEMENT PLAN Storm Water Management Plan Bloom Filing 2 Residential Development Project Owner: Hartford Homes 4801 Goodman Road Timnath, Colorado 80547 Phone: (970) 674-1109 Prepared By: Galloway & Company, Inc. 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 Contact: James Prelog, P.E. SWMP Preparation Date: April 26, 2023 Estimated Project Dates: Project Start Date: May 2023 Project Completion Date: May 2025 Project Owner/Developer Signature Block I have reviewed the information contained within the Storm water Management Plan and accept responsibility for the requirements set forth. _________________________________ __________________ Permittee/Affiliation Date Plan Preparer Signature Block I acknowledge my responsibility for the preparation of the Stormwater Management Plan. __________________________________ __________________ Colorado Professional Engineer Date TABLE OF CONTENTS SECTION 1 SITE DESCRIPTION i. Site Location ii. Description of Adjacent Areas a) Nature and Purpose of Construction Activity b) Construction Sequence of Major Activities c) Area of Disturbance d) Topography, Soils, and Rainfall Data e) Existing Vegetation f) Potential Sources of Pollution g) Non-Stormwater Discharges h) Receiving Waters i) Site Features and Sensitive Areas to be Protected j) Other Applicable Federal, State or Local Programs, Regulations or Restrictions VICINITY MAP SECTION 2 DESIGN DRAWINGS SECTION 3 STORMWATER MANAGEMENT CONTROLS a) SWMP Administrator and Important Contacts b) Identification of Potential Pollutant Sources c) BMPs for Storm water Pollution Prevention d) Changes in Construction Activity and BMP Implementation e) Hazardous Material Handling and Spill Prevention SECTION 4 FINAL STABILIZATION AND LONG TERM STORMWATER MANAGEMENT a) Final Stabilization Measures b) Seed Mix Information c) Final Stabilization Notes SECTION 5 INSPECTIONS AND MAINTENANCE APPENDIX A - Floodplain information APPENDIX B - Soils Information APPENDIX C - Erosion and Sediment Control Escrow/Security Calculations APPENDIX D - Construction Sequence Matrix APPENDIX E - Best Management Practice (BMP) Details APPENDIX F - Colorado Discharge Permit System (CDPS) Application APPENDIX G - Sample Inspection Log APPENDIX H – Floodplain Permit APPENDIX I – Groundwater Information APPENDIX J - Site Map, Design Drawings, Overall Grading, Erosion Control Plans, Erosion Control Phasing, Exhibit for Offsite Flow, Landscape Plans SECTION 1 SITE DESCRIPTION i. Site Location The Bloom filing 2 development is bordered to the north by Sykes Drive; to the east by Greenfields Drive; to the south by International Boulevard; and to the west by Delozier Road, Aria Way, and Flourish Lane of the Bloom Filing 1 subdivision. The project site is located in the Northwest Quarter of Section 9, Township 7 N., Range 66 W. of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado. A vicinity map is included at the end of section 1. CDPS Permit #: To Be Determined *A copy of the permit is available in Appendix F. ii. Description of Adjacent Areas: The project site consists of approximately 9 acres of vacant and undeveloped tract of land. Existing grades across the site vary from 0.5 to 3 percent. The site generally drains from north to south. There is existing development from bloom filing 1 adjacent to the project site including an existing detention pond in the southeast corner of the site. iii. Description of Erosion Control Phasing: The project site is divided into multiple phasing sections to benefit the City of Fort Collins and all other parties involved in the development of the project site. The project site is divided into two phases. Phase 1 will the northern most section of the project along Flourish Lane and Phase 2 will be the south part of the project site along Crusader Street. The phases are shown in the “erosion control phasing” sheet. A. NATURE AND PURPOSE OF CONSTRUCTION ACTIVITY The purpose of this construction activity is to prepare the site for multi-family residential housing construction. Construction activities common to this type of development include grubbing, rough grading, installing underground utility mains and service extensions, constructing internal roadways/alleyways, establishing finished grade across the site, and vertical construction. Vertical construction includes final grading, construction of new multi-family residential housing and final landscaping. B. CONSTRUCTION SEQUENCE OF MAJOR ACTIVITIES - Estimated project start date: May 2023 - Estimated project completion date: May 2025 Major Phases of Construction: * Refer to Appendix D for the Construction Sequence Matrix. * Refer to Appendix J for a copy of the site map, design drawings, erosion control phasing plan, overall grading, and offsite flow exhibit. - Install initial erosion and sediment controls, such as silt fence and vehicle tracking control prior to any earth disturbing activity. - Overlot grade the site. This will include grading the stormwater quality features and detention ponds. Future phases of the development will be seeded and mulched. - Install utilities (e.g., domestic water, sanitary sewer and storm sewer) - Construct internal roadways. - Additional erosion and sediment control measures will be installed as the underground storm drain system is constructed. For example, Inlet Protection (IP) will be placed at newly constructed curb inlets. - Erosion and sediment control measures will remain in place until final stabilization has been achieved. The contractor will prepare a detailed construction sequence, including BMP installation timing, for inclusion in the SWMP. Final stabilization is anticipated to be performed by the installation of landscaping materials and seeding where required by the landscape plans. C. AREA OF DISTURBANCE The total area of the site within the project boundaries is ±9 acres. The overlot grading, utility installation and roadway construction will account for entirety of the land disturbance within the project. Area estimates: - Limit of Construction: 9 acres - Total Storage/Staging Areas: 0.25 acres - 100% of the project will be overlot graded. - The erosion control phasing is shown on sheet C11.10. - The site was seeded during construction of filing 1, once dirt disturbance begins on the site employ proper erosion control measure for construction (see Appendix J). D. TOPOGRAPHY, SOILS AND RAINFALL DATA Existing grades across the site vary from 0.5 to 3 percent. The site generally drains from north to south. According to the Natural Resources Conservation (NRCS) Web Soil Survey, the project site consists of a mix of soil types and Hydrologic Soil Groups (HSG) including: - Ascalon Sandy Loam (33%), HSG ‘B’ - Fort Collins Loam (27%), HSG ‘C’ - Garrett Loam (23%), HSG ‘B’. This soil is associated with Hydrologic Soil Group (HSG) ‘C’. HSG ‘C’ soils have a slow infiltration rate when thoroughly wet and consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. The remainder of the site consists of a mix of HSG ‘B’ and ‘C’ soils. Normal Monthly Precipitation Table in Inches Jan Feb Mar Apr May June July Aug. Sept. Oct. Nov. Dec. 0.36 0.48 1.18 1.97 2.74 1.83 1.62 1.42 1.27 1.13 0.59 0.49 Source: www.wrcc.dri.edu/cgi-bin/cliMAIN.pl?co3005 Impervious and Runoff Coefficients Percentage impervious area before construction: 0% Runoff coefficient before construction (C2): 0.20 Percentage impervious area after construction (grading): 65% Runoff coefficient after construction (C2): 0.70 E. EXISTING VEGETATION The site was seeded for final stabilization during construction of Bloom Filing 1. F. POTENTIAL POLLUTION SOURCES During construction there is potential for pollution from grading, utility construction, and roadway construction activities. Most importantly, these are earth disturbing activities. The potential for pollution arises not just from grading and excavation but also equipment and material staging areas, equipment refueling and maintenance, equipment washing and the on-site use of paints, solvents, and other chemicals common to this type of construction activity. Pollution can occur when the aforementioned are exposed to rainfall and/or runoff. The contact can contaminate the stormwater. Additionally, there is a potential for pollution from the concrete washout area, worker’s trash, and portable toilets. Since the location of this potential pollution is dictated by the current construction activity, they will be shown and updated on the Site Maps by the Contractor. G. NON-STORMWATER DISCHARGES All discharges covered by this permit shall be composed entirely of stormwater associated with construction activity, however, there are several exceptions including uncontaminated springs, landscape-irrigation return flow, construction dewatering, and concrete washout. The SWMP should address the location and description of any anticipated allowable sources of non- stormwater discharge at the site. A designated contained Concrete Washout Area (CWA) is shown on the erosion control sheets. The infiltration discharge of concrete wash water will not be allowed on this construction site. All concrete washout wastewater BMPs requires installation of a plastic liner or a prefabricated container to avoid infiltration and allow recovery and proper disposal of all liquids and solids at appropriately licensed off-site disposal facilities. Under the general permit, concrete washout water cannot be discharged to surface waters or to storm sewer systems without separate permit coverage. H. RECEIVING WATERS The developed site will drain to existing storm infrastructure from Bloom Filing 1 which subsequently drains to multiple detention ponds. LID stormwater quality features will be located throughout the site before ultimately draining into the aforementioned storm system and eventually the Detention Ponds. These proposed LID features are bio-retention style freatures built per the City of Fort Collins detail. Developed site runoff will pass through one of the stormwater quality features before it flows into the existing detention ponds. The detention ponds will also provide water quality as a means of treating the storm water. The ultimate outfall for the site’s drainage is at the southern portion of Bloom Filing 1 subdivision along the Peakview development. All collected flows eventually outfall to the southern part of the Cooper Slough. The master plan for this drainage basin is currently being updated but we were able to review a copy of the plan dated February 2021. This report is titled “City of Fort Collins Upper Cooper Slough Basin Selected Plan of Improvements” prepared by Icon Engineering, Inc. (master Plan). The Cooper Slough drainage basin flow predominantly runs north to south over land uses characterized as farmland and open space. The Cooper Slough drainage basin eventually feeds the Cache la Poudre River. Improvements to the Cooper Slough are outside the boundaries of this project and therefore are not a part of this project. I. SITE FEATURES AND SENSITVE AREAS TO BE PROTECTED There is an existing detention pond located in the southeast portion of the Bloom Filing 2 site. This detention pond collects flows from the existing Bloom Filing 1 subdivision and should be protected in place to ensure proper control of the storm water discharge from the proposed improvements as well as the existing neighborhood surrounding the site. J. OTHER APPLICABLE FEDERAL, STATE OR LOCAL PROGRAMS, REGULATIONS OR RESTRICTION No other applicable restrictions apply. We are not aware of endangered species and the site is not designated as a historical site. A geotechnical report prepared for Hartford Homes, on May 11, 2017 titled “PRELIMINARY GEOTECHNICAL INVESTIGATION SPRINGER-FISCHER PROPERTY FORT COLLINS, COLORADO” provides a figure (appendix I) displaying the depth to groundwater for the project site. Soil disturbance will be seen across the entirety of the limits of construction. As soil is disturbed through rough or final grading, appropriate BMPs will be applied and maintained to reduce soil exposure. BMPs include but are not limited to seeding, mulching, and surface roughening. SITE MAPS Refer to Appendix J for Site Maps Erosion Control VICINITY MAP Vicinity Map – Bloom Filing 1 Not to Scale Larimer-Weld Canal Bloom Filing 2 Project Site Cooper Slough Lake Canal SECTION 2: DESIGN DRAWINGS Refer to Appendix J for Design Drawings Overall Landscape Plan SECTION 3: STORMWATER MANAGEMENT CONTROLS A. SWMP ADMINISTRATOR AND IMPORTANT CONTACTS The SWMP Administrator is responsible for developing, implementing, maintaining, and revising the SWMP. The Contractor shall designate a SWMP Administrator which will be the contact for all SWMP related issues and the person responsible for its accuracy, completeness, and implementation. The SWMP Administrator should be a person with authority to adequately manage and direct day-to-day stormwater quality management activities at the site. The SWMP Administrator is responsible for holding a weekly storm water meeting attended by the General Contractor with all contractors and subcontractors involved in earth disturbing activities to review the requirements of the Permit(s), the SWMP and address any problems that have arisen in implementing the SWMP or maintaining the BMPs. The Contractor shall maintain a log of all weekly meetings and document the issues addressed in the meetings. B. IDENTIFICATION OF POTENTIAL POLLUTANT SOURCES Potential pollutant sources for this site include: · Disturbed and Stored Soils: The site will be grubbed and overlot graded prior to major utility and roadway/alleyway construction. The overlot grading work will occur across the entire project site (i.e., all erosion control phases). All phases should receive temporary seeding and mulching within 7 days of the last disturbance if no further disturbance is expected for at least 14 days. Place sediment control BMPs. Additional strategies for minimizing erosion and sediment control can be found in Stockpile Management (SP). · Vehicle Tracking of Sediments: There is potential for tracking of soils between the beginning of the grading process and the final stabilization of the site. Vehicle Tracking Control (VTC) is to be installed prior to land disturbance activities and sweeping is to take place as needed. Vehicle access to the exposed and disturbed subgrade will be limited primarily to roll on/off earthmoving equipment and heavy materials delivery trucks. The SWMP Administrator is responsible for ensuring that access to exposed subgrade is limited, both in quantity and in timing relative to the tracking susceptibility of the soil as it relates to moisture content. The SWMP Administrator must keep the adjacent parking areas and public rights-of-way free from mud and other tracked debris from the site. · Management of Contaminated Soils: We are not aware of contaminated soils that exist within the limits of the proposed earth disturbing activity. Our knowledge of the pre- development activities within the site does not suggest that contimainated soils will be discovered during the construction process. · Loading and Unloading Operations: All loading and unloading operations of equipment shall be carried out in areas protected by erosion and sediment controls. It is recommended that all equipment be cleaned on-site and within protected areas prior to exiting the site. · Vehicle and Equipment Maintenance and Fueling: Reference Good Housekeeping Practices (GH) in Appendix E for additional information about good housekeeping practices designed to prevent pollution associated with solid, liquid and hazardous construction-related materials and wastes. If equipment is to be maintained and stored in an open area this area should not be within the drip line of trees and not be within 100 feet of a watercourse or wetland. Runoff should be diverted away from watercourses and wetlands. Maintenance should be done on impervious areas surrounded with impervious berms. Where this is not possible, use pads designed to contain the pollutants which may leak or spill during maintenance operations. Impervious pads are particularly important on sandy and other coarse soils where spilled materials can easily infiltrate and possibly leach into the groundwater. Equipment shall be checked before and after each use and, at a minimum, during the weekly stormwater inspection if otherwise idle. Periodic checks of the equipment wash areas shall be performed to ensure proper operation. Temporary on-site fuel tanks for construction vehicles shall meet all state and federal regulations. Tanks shall have approved spill containment with the capacity required by the applicable regulations. From NFPA 30: All tanks shall be provided with secondary containment (i.e., containment external to and separate from primary containment). Secondary containment shall be constructed of materials of sufficient thickness, density, and composition so as not to be structurally weakened by contact with the fuel stored. Secondary containment must also be capable of containing discharged fuel for a period of time equal to or longer than the maximum anticipated time sufficient to allow recovery of discharged fuel. It shall be capable of containing 110% of the volume of the primary tank if a single tank is used, or in the case of multiple tanks, 150% of the largest tank or 10% of the aggregate, whichever is larger. The tanks shall be in sound condition free of rust or other damage which might compromise containment. Fuel storage areas will meet all EPA, OSHA and other regulatory requirements for signage, fire extinguisher, etc. Continual maintenance of hoses, valves, fittings, caps, filler nozzles and associated hardware is required to ensure proper working condition at all times. The location of fuel tanks shall be shown on the Site Maps and shall be located to minimize exposure to weather and surface water drainage features. A Spill Prevention, Control and Countermeasure (SPCC) Plan must be developed if aboveground oil storage capacity at the construction site exceeds 1,320-gallons or as specified by state. Containers with a storage capacity of 55-gallons or less are not included when calculating site storage capacity. The General Contractor shall develop and implement a SPCC Plan in accordance with the Oil Pollution Prevention regulation at Title 40 of the Code of Federal Regulations, Part 112, (40 CFR 112). · Concrete Truck/Equipment Washing: A Concrete Washout Area (CWA) shall be installed, with a liner, prior to any concrete placement on-site. Signs shall be placed at the construction entrance(s), at the washout area and elsewhere as necessary to clearly indicate the location of the concrete washout area. The washout area shall be repaired and enlarged or cleaned out as necessary to maintain capacity for wasted concrete. Concrete and concrete wash water shall be removed from the site and disposed of at an accepted waste facility. · Non-Industrial Waste Sources: Portable toilets: All personnel involved with construction activities must comply with state and local sanitary or septic system regulations. Temporary sanitary facilities will be provided at the site throughout the construction phase. They must be utilized by all construction personnel and must be serviced weekly by a commercial operator. The location of sanitary facilities shall be shown on the Site Maps. Portable toilets must be securely anchored a minimum of 10’ behind curbs and are not allowed within 50’ of inlets or within 50’ of a water of the State or the municipal storm drain system. · Non-industrial waste sources such as worker’s trash and portable toilets: The site shall be policed at the end of each workday to be kept free of trash and debris resulting from workers day-to-day activities. If necessary, place clearly marked and protected containers for trash and debris at convenient locations throughout the site. The burying of waste on-site is prohibited. Trash must be properly contained at the end of each day. · Dedicated Asphalt and Concrete Batch Plants: Neither a dedicated asphalt nor a concrete batch plant is anticipated with the proposed construction activity. · Outdoor storage of construction materials, building materials, fertilizers and other chemicals: Outdoor storage is anticipated for this project site. All material like wood, shingles, tiles, siding insulation, cement, mortar, and stone are stored outside. Chemicals are not anticipated to be left outside. All material will undergo routine monitoring to ensure weather exposure does not cause unwanted contamination (site management control). Tarps or other form of covering will be used to mitigate unwanted contamination by the elements. The location of storage / management areas clearly shown on the Site Map. Materials in outdoor storage may vary as construction progresses and such changes shall be reflected in the live SWMP. · Bulk storage of materials: Bulk storage shall be found in the designated outdoor storage areas (stockpile management). Exposure to the elements may cause unwanted contamination to stormwater. Thus, before construction, the designated storage location must be evaluated to allow adequate space for all bulk materials. After adequate space is acquired, additional measures are needed to ensure no unwanted contamination of the stormwater. Such measures include trapping spills within the storage area, ensuring at least 50 feet distance from any flow lines, a fence to prevent sedimentation escaping or coming into the storage location, and coverings when appropriate for material. · Fugitive dust or particulate generating processes: Earth moving activities, street sweeping, and track-out and carry out, and bulk materials transport all result in transport of particulates. Reasonable precautions must be taken to mitigate offsite transport of atmospheric pollution. The project will follow all required “BMPs” articulated in the Fugitive Dust Manual and at least one additional BMP included during each of the identified activities in accordance with City Ordinance No. 044, 2016. In addition, a copy of the Dust Control Manual shall always be kept in the trailer during construction. Activities will include watering the site, covering trucks, slower site speeds, and vehicle tracking units. · Routine maintenance activities involving fertilizers, pesticides, detergents, fuels, solvents, and oils: Contamination from these materials is hazardous to the community and to the local wildlife. Thus, due care and monitoring is required for said materials. Healthy vegetation requires the use of fertilizers and pesticides. Application and timing will take heed to weather and regulations to mitigate potential contamination of stormwater due to fertilizer and pesticide’s solubility. Application cannot happen if weather dictates precipitation on the day of application or the next day. In addition, these materials will not be stored onsite unless covered and elevated above the ground to prevent unwanted contamination. Detergent, paints, acids, cement, grout, and solvents will also be required to complete construction. Contamination of water by said products is easily noticeable by color and smell of said water. Contractor shall be on alert for any oddities of stormwater and ensure these materials are handled, operated, and cleaned up within the inside of the structure where these materials are being applied. When external use is required, care must be taken to ensure construction connex boxes, trailers, vehicles, or similar are not exposed to precipitation. Fuels and oils might be associated with the smaller construction equipment on site. Petroleum products suspend in water and thus, are easily noticed. Monitor stormwater and store said products in construction connex boxes, trailers, vehicles, or similar to mitigate exposure to weather, specifically precipitation. · On site waste management practices: Waste will undoubtedly exist on site and must be properly removed. All large and heavy weighted waste piles (concrete chunks, excavated pipes, and the like) must be kept in a neat, grouped pile until the material is properly removed from the site. Said piles shall exceed 5-10 days and are kept 50 feet from any flow lines or inlets. All dumpsters must be hauled off if full and regular haul offs shall be scheduled. Dumpsters must also be monitored for any leakage of “Dumpster Juice,” especially during wet conditions. Every day, the site must be walked to collect trash to prevent littering. No burying of construction debris (including broken concrete) is allowed on site. · Saw cutting and grinding: Saw cutting and grinding will require hardened saws. Water the cutting surfaces to prevent dust and other airborne particulates (refer to BMP in the City’s Fugitive Dust Manual) is required. Utilize water on the saw itself to mitigate dust and overheating. Contain the cutting slurry, which contains fine particulates, such as Silica Dust and metals. After cutting is done, vacuum up the cutting slurry or sweep and scrape the cutting slurry after it is dried. C. BMPs FOR STORMWATER POLLUTION PREVENTION The initial erosion and sediment control measures will consist of installing Silt Fence (SF) along the perimeter of the site and around the perimeter of anticipated stockpile areas. Vehicle Tracking Control (VTC) should be installed as shown on the Site Map. Prior to construction of any concrete fixtures a Concrete Washout Area (CWA) shall be installed on site, locations shown on Site Map. After each proposed curb or area inlet is constructed, proper inlet protection will be installed to minimize sediment and debris discharge. These BMPs will remain in place and be properly maintained until landscaping is installed and/or final stabilization within the respective tributary area of the site occurs. All portions of land which may be disturbed will be temporarily or permanently seeded, landscaped or paved as noted on the design drawings (refer to Appendix J). The specifics for each measure to be utilized and/or installed are indicated below: STRUCTURAL PRACTICES * Refer to Appendix D for details · Temporary and Permanent Seeding (TS/PS): All denuded areas that will be inactive for 14 days or more must be stabilized temporarily with the use of fast-germinating annual grass/grain varieties appropriate for site soil and climate conditions, straw/hay mulch, wood cellulose fibers, tackifiers, netting and/or blankets. Stockpiles and diversion ditches/berms must be stabilized to prevent sediment and erosion and dust issues, respectively. · Permanent Seeding, Sodding or Mulching (TS/PS): All areas at final grade must be seeded or sodded within 14 days after completion of work in that area. Prepare soil and seed immediately after final grade is achieved. On completion of earth disturbing activities, the entire site must have permanent vegetative cover meeting vegetative density requirements or mulch per landscape plan in all areas not covered by hardscape (e.g., pavement, buildings, etc.). Except for small (<100 sq.ft.) level spots, seeded areas should be protected with mulch, tackifier or a rolled erosion control product. Mulch must be crimped by disc or other machinery. · Silt Fence (SF): Silt fence is a synthetic permeable woven or non-woven geotextile fabric incorporating support stakes at intervals sufficient to support the fence (5-feet maximum distance between posts), water and sediment retained by the fence. The fence is designed to retain sediment-laden storm water and allow settlement of suspended soils before the storm water flows through the fabric. Silt fence shall be located on the contour to capture overland, low-velocity sheet flows. · Vehicle Tracking Control (VTC): All points closed to the general public and providing access into the construction site shall include a marked construction exit that will be monitored for any signs of tracking from the construction site. It is expected that only trailer delivered equipment will access the exposed subgrades and that vehicle tracking adjacent to publically accessible parking and public rights-of-way should not be evident. It may also be necessary to install a wheel wash system. If this is done, a Sediment Trap (ST) control must be installed to treat the wash water before it discharges from the site. Discharge must be directed to the detention pond within the limits of construction as indicated. · Inlet Protection (IP): Inlet protection should be installed at storm sewer inlets that are operable during construction. It consists of permeable barriers installed around an inlet to filter runoff and remove sediment prior to entering the storm drain inlet. The primary mechanism is to place controls in the path of flow sufficient to slow the sediment-laden water to allow settlement of suspended soils before discharging into the storm sewer. It is possible that as construction progresses from storm sewer installation through to paving that the inlet protection devices should change. All inlet protection devices create ponding of storm water. This should be taken into consideration when deciding on which device or devices should be used. · Straw Wattles (SW) or Sediment Control Logs (SCL): Straw wattles or sediment control logs consist of straw, compost, excelsior, or coconut fiber that are staked to the ground and designed to prevent sediment transfer. The wattles are designed to retain sediment-laden storm water and allow settlement of suspended soils before the storm water flows through the wattle. Straw wattles shall be located on the contour to capture overland, low-velocity sheet flows. · Soil Stockpile Management (SP): Soil stockpiles should be located away from all drainage system components including storm sewer inlets. Sediment control BMPs should be placed around the perimeter of all stockpiles. Soils stockpiled for more than 30 days should be seeded and mulched with a temporary grass cover. · Good Housekeeping Practices (GH): Good housekeeping practices include providing waste management, establishing proper building material staging areas, designating paint and concrete washout areas, establishing proper equipment and vehicle fueling and maintenance practices, controlling equipment and vehicle washing and allowable non-storm water discharges and developing a spill prevention and response plan. · Stabilized Staging Area: This is a clearly designated area where construction equipment and vehicles, stockpiles, waste bins and other construction-related materials are stored. The stabilized storage area consists of a stabilized surface, covered with 3- inch diameter aggregate or larger. · Surface Roughening (SR): Surface roughening consists of tracking, scarifying, imprinting, or tilling a disturbed area to provide temporary stabilization of disturbed areas. It is used to provide temporary stabilization of disturbed areas, such as when re- vegetation cannot be immediately established. · Construction Fence (FC): Construction fences restrict access to the construction site or protected areas during construction. Construction fences may be chain link or plastic mesh and are installed per manufacturer’s recommendations. · Concrete Washout Area (CWA): Concrete washout areas are designed to receive water from washing tools, concrete mixer chutes, liquid concrete waste from mobile batch mixers, dump trucks, or pump trucks. A plastic liner or a prefabricated container will be installed with each concrete washout area due to the presence of a shallow groundwater water-table. The concrete washout area must be at least 50 feet from any flow lines and is temporary (less than 1 year). · Temporary Berms: Temporary Berms are seeded, compacted subsoil. They act like a silt fence by intercepting and diverting sheet surface runoff away from areas that are not yet stabilized or are areas of sensitivity. Temporary berms also prevent erosion and reduce sediment transport. · Rough Cut Street Control: Rough cut street control is rock or earthen berms placed along dirt roadways. The rock or earthen berms intercept sheet flow and divert sheet flow from eroding the newly graded roadway. Rough cut street control also minimizes sediment transport, concentrated flows, and reduce runoff velocity. · Rolled Erosion Control Products: Rolled erosion control products include a variety of material temporarily or permanently installed to prevent erosion and enhance vegetation establishment and survivability. Typically, rolled erosion control products are used in channels or steeper slopes. · Connecting Paved Road to Dirt Road: Stormwater runoff, especially when channelized, causes unwanted sediment transport when paved road transitions into dirt roads. Riprap is used to reduce runoff velocity and protects the dirt road from eroding out. · Pond Outfall Structure Protection: Requires rock sock(s) installed at the front of the well screen and directly in front of the outfall pipe. Doing so will reduce sediment transport into the outfall pipe. · Temporary Sediment Catch Basins: Sediment catch basins are designed to allow sediment to fall out of runoff. Applications include removing sediment from entering an area inlet. D. CHANGES IN CONSTRUCTION ACTIVITY AND BMP IMPLEMENTATION Should there be changes to the implemented BMPs, the Administrator shall be notified and the SWMP must be modified to accurately reflect the field conditions. Examples include, but are not limited to, removal of BMPs, identification of new potential pollutant sources, addition of BMPs, modification of BMP installation and implementation criteria or maintenance procedures and changes in items included in the Site Map and/or description. SWMP revisions must be made prior to changes in site conditions, except for Responsive SWMP Changes, as follows: · SWMP revisions must be made immediately after changes are made in the field to address BMP installation and/or implementation issues; or · SWMP revisions that require the development of supporting documentation (e.g., design of retention pond capacity) must be made as soon as practicable, but in no case more than 72 hours, after change(s) in BMP installation and/or implementation occur at the site. This SWMP should be viewed as a “living document” that is to be continuously reviewed and modified as part of the overall process of assessing and managing storm water quality issues on-site. E. HAZARDOUS MATERIAL HANDLING AND SPILL PREVENTION Any hazardous or potentially hazardous material that is brought onto the construction site will be handled properly to reduce the potential for storm water pollution. All materials used on this construction site will be properly stored including the use of secondary containment measures, handled, dispensed, and disposed of following all applicable label directions. Flammable and combustible liquids will be stored and handled according to 29 CFR 1926.152. Only approved containers and portable tanks shall be used for storage and handling of flammable and combustible liquids. Material Safety Data Sheets (MSDS) information will be kept on-site for any and all applicable materials. In the event of an accidental spill, immediate action will be undertaken by the General Contractor to contain and remove the spilled material. All hazardous materials will be disposed of by the Contractor in the manner specified by federal, state and local regulations and by the manufacturer of such products. As soon as possible, the spill will be reported to the appropriate agencies. As required under the provisions of the Clean Water Act, any spill or discharge entering waters of the United States will be properly reported. The General Contractor will prepare a written record of all spills and-+ associated clean-up and will provide also notify the City of Fort Collins (970-221-6700) and the Colorado Department of Public Health and Environment (CDPHE) (1-877-518-5608). The General Contractor will provide notice to Owner immediately upon identification of a reportable spill. Any spills of petroleum products or hazardous materials in excess of Reportable Quantities as defined by EPA or the state or local agency regulations, shall be immediately reported to the EPA National Response Center (1-800-424-8802), the Colorado Department of Public Health and Environment (CDPHE) (1-877-518-5608) and the City of Fort Collins (970-221-6700). The State reportable quantity for petroleum products is 25 gallons or more (or that cause sheen on nearby surface waters). Spills from regulated aboveground and underground fuel storage tanks must be reported to the State Oil Inspector within 24 hours (after-hours contact CDPHE Emergency Spill Reporting Line). This includes spills from fuel pumps. Spills or releases of hazardous substances from regulated storage tanks in excess of the reportable quantity (40 CFR Part 302.6) must be reported to the National Response Center, the local fire authority immediately, the State Oil Inspector and the City of Fort Collins within 24 hours. In order to minimize the potential for a spill of petroleum products or hazardous materials to come in contact with storm water, the following steps will be implemented: a) All materials with hazardous properties (such as pesticides, petroleum products, fertilizers, detergents, construction chemicals, acids, paints, paint solvents, additives for soil stabilization, concrete, curing compounds and additives, etc.) will be stored, including secondary containment measures in a secure location and under cover, when not in use. b) The minimum practical quantity of all such materials will be kept on the job site and scheduled for delivery as close to the time of use as practical. c) A spill control and containment kit (containing for example, absorbent material such as kitty litter or sawdust, acid neutralizing agent, brooms, dust pans, mops, rags, gloves, goggles, plastic, and metal trash containers, etc.) will be provided on the construction site and location(s) shown on Site Maps. The kit should be inspected for completeness as a part of weekly storm water inspections. d) All the product in a container will be used before the container is disposed of. All such containers will be triple rinsed, with water, prior to disposal. The rinse water used in these containers will be disposed of in a manner in compliance with State and federal regulations and will not be allowed to mix with stormwater discharges. e) All products will be stored in and used from the original container with the original product label. f) All products will be used in strict compliance with instructions on the product label. g) The disposal of excess or used products will be in strict compliance with instructions on the products label and local regulations. The contractor is responsible for the Spill Prevention and Control Plan (SPCP). If the contractor elects to provide his own SPCP, it must be included in the Appendix as a replacement. A contractor provided SPCP shall clearly state measures to stop the source of a spill, contain the spill, clean up the spill, dispose of contaminated materials and train personnel to prevent and control future spills. In addition the SPCP must include contact and documentation requirements for each of the Minor, Significant and Hazardous spill magnitudes. Further requirements are listed below in the equipment fueling section. SECTION 4: FINAL STABILIZATION & LONG-TERM STORMWATER MANAGEMENT a) In accordance with Part 1.C.4.c of the CDPS General Permit for Stormwater Discharges Associated with Construction Activity (COR-300000) (the stormwater permit): “Final stabilization is reached when all ground surface disturbing activities at the site have been completed and uniform vegetative cover has been established with an individual plant density of at least 70 percent of pre-disturbance levels, or equivalent permanent, physical erosion reduction methods have been employed.” The following criteria must be met when planning for final stabilization: · Stabilization must be permanent. Stabilization is defined by the City of Fort Collins as the site has reached 70% coverage and is inspected by the City of Fort Collins. · ALL disturbed areas must be stabilized · Alternatives must follow good practice The stormwater permit allows the use of alternatives to vegetation to achieve final stabilization. These alternatives must meet specific criteria to be considered equivalent to vegetation. Examples of alternative stabilization practices include: · Permanent Paving and Buildings · Hardscape · Geogrid · Xeriscape · Compacted and Stabilized Unpaved Driving Surfaces As the lots and blocks achieve final stabilization (see above), the BMPs associated with them can be removed. b) Final Stabilization Notes: Buildings, hardscapes, and rock beds are considered stabilized immediately upon installation. Other exposed dirt areas require vegetation for stabilization. All seed mixtures for LID and permanent or temporary seeding require preparation of soil in accordance with the City Municipal Code, section 12-130-132. Section 132 defines necessary actions for soil to comply with city standards and details about communicating with other potential parties. Vegetation should follow landscape drawings (see appendix J), which adhere to regulations specified in City of Fort Collins Landscape Standards (LUC 3.2.1). The landscape drawings represent the project site’s condition for permanent stabilization. See section 4: “Final Stabilization & Long-Term StormWater Management” bullet for the City of Fort Collins definition of final stabilization. Landscape drawing, seeding plan, shows the physical location of various seeding mixtures throughout the project site. In addition, reference Fort Collins’ Development Submittal Requirements in chapter 2, section 6.1.4.9 for additional requirements of final stabilization. The LID features’ final stabilization is also detailed in the landscape drawings. It is anticipated that the site is seeded in the spring of 2025 and will be fully established in the fall of 2028. Permanent stabilization, 70% vegetative density, is expected to be reviewed in fall of 2025 to help mitigate frost damage. All temporary control measures will be removed after final stabilization. Sediment shall be properly removed from all pipes, drainage ways, and other stormwater structures. Sediment will be properly disposed of on-site before final inspection. SECTION 5: INSPECTION & MAINTENANCE The contractor must keep the approved SWMP on-site at all times. An individual certified to inspect erosion and sediment control by a recognized organization must conduct all BMP inspections. Proof of certification shall be included in the SWMP. All regulatory authorities may inspect the land or site covered by the SWMP at any time, without prior notice, for compliance with the SWMP. If site conditions indicate that the objectives of this section are not being met, the operator shall make appropriate modifications to the SWMP. Any modification must be recorded on the owner’s copy of the SWMP and the Administrator notified. The contractor must maintain inspection records on-site with the SWMP and such records must be provided to the regulatory agencies for review upon request. The contractor must notify the Administrator if there is a change in design, construction, operation, or maintenance that has a significant effect on the potential for discharge of pollutants to the MS4 or receiving waters and the SWMP must be amended. The contractor must notify the Administrator and the SWMP amended, if the SWMP proves to be ineffective in achieving the general objectives of controlling pollutants in stormwater discharges associated with construction activities. INSPECTION PROCEDURES Between the time this SWMP is implemented and final Inactivation Notice has been submitted, thorough inspections will occur at least every 14 calendar days. Also, post-storm event inspections must be conducted within 24 hours after the end of precipitation event or snowmelt that could potentially cause surface erosion. The purpose of site inspections is to assess performance of pollutant controls. Based on these inspections the contractor, in consultation with the Administrator (if different) will decide whether it is necessary to modify this SWMP, add or relocate controls, or revise or implement additional Best Management Practices (BMPs) to prevent pollutants from leaving the site via storm water runoff. The contractor has the duty to cause pollutant control measures to be repaired, modified, supplemented, or take additional steps as necessary to achieve effective pollutant control. Note: If a BMP is covered by snow, mark the BMP as not applicable and document the reason the BMP can not be inspected on the daily report. Examples of specific items to evaluate during site inspections are listed below. This list is not intended to be comprehensive. During each inspection, the inspector must evaluate overall pollutant control system performance as well as particular details of individual system components. Additional factors should be considered as appropriate to the circumstances. · Vehicle Tracking Control (VTC): Locations where vehicles enter and exit the site must be inspected for evidence of off-site sediment tracking. A stabilized construction exit shall be constructed where vehicles enter and exit. Exits shall be maintained or supplemented as necessary to prevent the release of sediment from vehicles leaving the site. Any sediment deposited on the roadway shall be swept as necessary throughout the day or at the end of every day and disposed of in an appropriate manner. Sediment shall NOT be washed into storm sewer systems. · Erosion Control Devices: Rolled Erosion Control Products (i.e., nets, blankets, turf reinforcement mats) and marginally vegetated areas (i.e., areas not meeting required vegetative densities for final stabilization) must be inspected weekly. Rills, gullies, ruts, and other signs of erosion indicate the erosion control device is not functioning properly. Repair and/or additional erosion control devices may be warranted. · Material Storage Areas: Material storage areas should be located to minimize exposure to weather and runoff. Inspections shall evaluate disturbed areas and areas used for storing materials that are exposed to rainfall for evidence of, or the potential for, pollutants entering the drainage system or discharging from the site. If necessary, the materials must be covered, or original covers must be repaired or supplemented. Also, protective berms must be constructed, if needed, to contain runoff from material storage areas. All state and local regulations pertaining to material storage areas will be adhered to. · Discharge Points: All discharge points must be inspected to determine whether erosion and sediment control measures are effective in preventing discharge of sediment from the site or impacts to receiving waters. BMP MAINTENANCE The Stormwater Construction Permit requires that all erosion and sediment control practices and other protective measures identified in the SWMP be maintained in effective operating condition, and in accordance with good engineering, hydrologic and pollution control practices. Sediment that has been collected by sediment controls, such as silt fence and inlet protection, shall be removed when observed, to prevent failure of BMPs, ensure adequate BMP performance and remove the potential of that sediment from being discharged from the site if the BMP did fail. Removed sediment shall be properly disposed of on-site. Maintenance activities to correct problems noted during inspections must be documented as discussed in the documentation section, below. The inspection process must also include procedures to ensure that, when needed, BMPs are replaced or new BMPs added to adequately manage the pollutant sources at the site. This procedure is part of the ongoing process of revising the BMPs and the SWMP as discussed above, and any changes to BMPs must be recorded in the SWMP. The SWMP must be modified as soon as practicable to reflect current conditions. BMPs that have failed or have the potential to fail without maintenance or modifications, must be addressed as soon as possible, immediately in most cases, to prevent the discharge of pollutants. DOCUMENTATION All erosion control measures and stabilizations shall be inspected at least once every 14 calendar days. Also, post-storm event inspections must be conducted within 24 hours after the end of precipitation event or snowmelt that could potentially cause surface erosion. The permittee must document inspection results and maintain a record of the results for a period of three-(3) years following closing of permit coverage. Sample inspection logs are included in Appendix G. These records must be made available to the Owner, the City & County, the State or the EPA upon request. The following items must be documented as part of the site inspections: · The inspection date · Name(s) and title(s) of personnel making the inspection · Location(s) of discharges of sediment or other pollutants from the site · Location(s) of BMPs that need to be maintained · Location(s) of BMPs that failed to operate as designed or proved inadequate for a particular location · Location(s) where additional BMPs are needed that were not in place at the time of inspection · Deviations from the minimum inspection schedule as indicated above · Description and dates of corrective actions taken including requisite changes to the SWMP. A complete copy of the SWMP shall be kept with the inspection and maintenance records for the aforementioned three-(3) year period. (Contractor to provide physical address) REFERENCES 1. Fort Collins Stormwater Criteria Manual (Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1, 2 and 3), prepared by the City of Fort Collins. 2. Urban Drainage and Flood Control District, Drainage Criteria Manual Volumes 1 and 2, prepared by Wright-McLaughlin Engineers, dated June 2001 (revised April 2008), and the Volume 3, prepared by Wright-McLaughlin Engineers, dated September 1992 and revised November 2010. 3. General Permit Application and Stormwater Management Plan Preparation Guidance, Colorado Department of Public Health and Environment (CDPHE), Revised May 2008. APPENDIX A – Floodplain Information FLOOD HAZARD INFORMATION NATIONAL FLOOD INSURANCE PROGRAMFLOOD INSURANCE RATE MAP LARIMER COUNT Y, COLORADOand Incorporated Areas Panel Contains: COMMUNITY NUMBER PANEL SUFFIX 09840984 JJLARIMER COUNTYFORT COLLINS, CITY OF 080101080102 MAP NUMBER08069C0984J VERSION NUMBER2.6.4.6 SCALE 0983 1003 0992 0982 1011 0981 1001 1000* 0984 0 1,000 2,000500feet 1 inch = 500 feet 1:6,000 Map Projection: LARIMER COUNTY 0 250 500125meters PANEL LOCATOR * PANEL NOT PRINTED NOTES TO USERS)))))))))))))))) ÑÑÑ ÑÑÑ ÑÑÑ ÑÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑ Ñ Ñ ÑÑÑÑÑÑ Larimer CountyUnincorporated Areas080101 Larimer County Unincorporated Areas 080101 Larimer County Unincorporated Areas 080101 City of Fort Collins 080102 City of Fort Collins 080102 City of Fort Collins 080102 City of Fort Collins 080102 City of Fort Collins 080102 City of Fort Collins 080102 4 9 0 349034905 4 8 9 2 48814 8 9 3 4900.5 4 8 9 9 .3 4930.7 4898.1 ,D 4917.5 ,E 4897.14893.04888.04883.5 ,B ,X 4913.0 4945.6 4902.5 ,C B ,A A ,P ,A4896.1 4923.1 ,A 4913.6 4894.44919.9 4 8 9 3 .2 4900.3 ,K ,D 4903.7 ,O 4918.9 4920.7 4892.84928.3 ,C ,B 4 9 2 0 .5 4 8 9 2.94894.0,C4892.3,H ,Y4909.14945.7 4902.7,Q 4895.7 4930.5 ,A,N 4924.8 4909.04905.2 4 9 4 2 .0 ,W 4937.7 4930.5 4 9 2 3 .0 4 8 9 8 .6 4920.6 4893.1,C 4886.0 ,Z ,S 4894.4 4949.2 ,V 4 8 9 8 .5 ,R ,B ,E 4889.7 ,B 4923.6 ,F,CC ,J ,D ,B4896.74 9 0 9.7 ,D 4900.0 4916.94916.9 ,M 4902.3 4887.0 ,C4902.1 4895.6,B ,T ,I4914.3 ,F ,E ,C 4 8 9 8 .44892.7,C4895.7 4923.1 4900.9,A 4909.04883.3 4939.1 4916.9 4894.7 4892.3,U4894.3 Control Structure Bridge Bridge Bridge Bridge1 PCT AnnualChance Flood Discharge Contained in Structure 1 PCT Annual Chance Flood Discharge Contained in Structure 1 PCT Annual Chance Flood Discharge Contained in Structure Culvert Culvert Cache La Poudre River- RProspect SFP Cache LaPoudre River Cache LaPoudre River- LPATH SFP Cache La Poudre River Cooper SloughCooper Slough Boxelder Creek Boxelder Creek Lake Canal Cache La Poudre Reservoir Inlet Lake CanalBox-elder Creek Cache La Poudre River Reservoir Inlet Cache La Poudre River Split - R Path Box-elder Creek Cooper Slough Overflow Sherry Drive Overflow Spring Creek 15 22 8 16 20 9 17 21 10 MAP AREA SHOW NON THIS PANEL ISLOCATED W ITHINTOWNSHIP 7 NORTH,RANGE 68 W EST.N TIMBERLINE RDGREENFIELDS CTE L I N C O L N A V E JOHN DEERE DR DONELLA CT ZEPPELINWAYSTIMBERLINERDSEFRONTAGERDINTERNATIONAL BLVD E LOCUST ST S W F R O N T A G E R DHORIZON AVEJENNIE DR COUNTRY-SIDE DR COUNTRY-SIDE CT CRUSADER ST RELIANT ST VERDE AVEE MULBERRY ST EB T R A C E Y P K WY SE FRON-TAGE RDNEFRONTAGERDHARVESTER CT P L E A S A N T A C R E S D R E LINCOLN AVE GREENBRIAR DR ¦25 WEICKER DR DARREN CT COMET ST DASSAULT STCOLLINS AIRE LN CLIFFORD CTTIGERCATWAY REDMAN DR GREENBRIAR DRNWFRONTAGERDCOUNTRYSIDE DR ANNABEL AVE SUPERCUB LN DELOZIER RDLAKE CANAL CT RIVERBENDDRCRUSADER ST CONQUESTST RIVERBEND CT S SUMMIT VIEW DRTANA DR CENTRO WAYCHERLY ST LAURA LN FRONTAGE RD N RENE DRMAX ST KIMBERLY DRCOLEMAN ST FRONTAGE RD S ¦25 BOXELDER DR E PROSPECT RD S S U M MIT VIE W D RSUNRISE AVE¦25 STEVEN DR GREENFIELDS CTRAILROADQUINBY STMARQUISE ST JOHN DEERE DRCANAL DR FRONTAGE RD S KENWOOD DR BUCKEYE ST E MULBERRY ST WB TERRY DR DARREN ST SURREY LNDAWN AVESYKESDR COMET ST SW FRONTAGE RD A L A N S T SMITHFIELD DRVICOTWAYJAY DR MARCH CTANDREASTSHARP POINT DR CLIFFORD DRJOANNE STSUMMIT CTFAIRCHILD STDELOZIER DRCONQ-UEST WAY STOCKTON AVE COUN-TRYS-IDE CIR SW FRONTAGE RDSHERRY DRZONE AE ZONE AE ZONEAE ZONE AE ZONE AE(EL 4891)ZONE AE ZONE AE ZONE AE ZONE AO(DEPTH 2) ZONE AO(DEPTH 1) ZONE AE ZONE AE ZONE AE ZONE AE ZONE AE ZONE AE ZONE AO (DEPTH 2) ZONE AE ZONE AE ZONE AE ZONE AE LIMIT OF STUDY 105° 00' 00''40° 33' 45''40° 33' 45'' 40° 35' 38''105° 01' 52'' 105° 01' 52'' 40° 35' 38''105° 00' 00'' 1450000 FT 1455000 FT 3135000 FT 1450000 FT 1455000 FT 4493000m N 4492000m N 4491000m N 499000m E498000m E PANEL 984 OF 1420 1/26/2021 Universal Transverse Mercator (UTM) Zone 13N; North American Datum 1983;Western Hemisphere; Vertical Datum: NAVD 88 SPECIAL FLOODHAZARD AREAS OTHER AREAS OFFLOOD HAZARD OTHERAREAS GENERALSTRUCTURES Without Base Flood Elevation (BFE) With BFE or Depth Regulator y Floodway Area of Undetermined Flood Hazard Area of Minimal Flood Hazard Zone A,V, A99 Zone AE, AO, AH, VE, AR Zone X Zone D HTTPS://MSC.FEMA.GOV THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTINGDOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Cross Sections with 1% Annual ChanceWater Sur face Elevation Coastal Transect OTHERFEATURES Prof ile BaselineHydrographic FeatureBase Flood Elevation Line (BFE)Limit of StudyJurisdiction Boundary Coastal Tr ansect Baseline 17.5 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance f lood with average depth less than one foot or with drainage areas of less than one square mileFuture Conditions 1% Annual Chance Flood HazardArea with Reduced Flood Risk due to LeveeSee Notes. Zone X Zone X Zone X !(8 %,E 18.2 NO SCREEN Levee, Dike, or Floodwall Channel, Culver t, or Storm Sewer Area with Flood Risk due to Levee Zone D For information and questions about this Flood Insurance Rate Map (FIRM), available products associated withthis FIRM, including historic versions, the current map date for each FIRM panel, how to order products, or theNational Flood Insurance Program (NFIP) in general, please call the FEMA Mapping and Insurance eXchange at1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Flood Map Service Center website athttps://msc.fema.gov. Available products may include previously issued Letters of Map Change, a FloodInsurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtaineddirectly from the website. Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well asthe current FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listedabove. For community and countywide map dates refer to the Flood Insurance Study Report for this jurisdiction. To determine if flood insurance is available in this community, contact your Insurance agent or call the NationalFlood Insurance Program at 1-800-638-6620. Base map information shown on this FIRM was derived from the National Flood Hazard Layer (NFHL), dated2013 and digital data provided by Larimer County GIS Department, dated 2018. PRELIMINARY1/26/2021 MAP REVISED APPENDIX B – Soils Information Soil Map—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/4/2022 Page 1 of 344930804493140449320044932604493320449338044934404493080449314044932004493260449332044933804493440498260498320498380498440498500498560498620498680498740498800498860 498260 498320 498380 498440 498500 498560 498620 498680 498740 498800 498860 40° 35' 31'' N 105° 1' 14'' W40° 35' 31'' N105° 0' 47'' W40° 35' 17'' N 105° 1' 14'' W40° 35' 17'' N 105° 0' 47'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 100 200 400 600 Feet 0 40 80 160 240 Meters Map Scale: 1:2,890 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 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 17, Sep 7, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 2, 2021—Aug 25, 2021 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. Soil Map—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/4/2022 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 7 Ascalon sandy loam, 0 to 3 percent slopes 17.0 40.8% 8 Ascalon sandy loam, 3 to 5 percent slopes 3.0 7.3% 35 Fort Collins loam, 0 to 3 percent slopes 13.1 31.5% 53 Kim loam, 1 to 3 percent slopes 8.5 20.4% Totals for Area of Interest 41.7 100.0% Soil Map—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/4/2022 Page 3 of 3 APPENDIX C – Erosion and Sediment Control Escrow/Security Calculations Project:Disturbed Acres*:5.36 EROSION CONTROL BMPs Units Estimated Quantity Unit Price Total Price L.F.3217 $1.85 $5,951.45 Sediment Control Log each 22 $20.00 $440.00 each 52 $75.00 $3,900.00 Outlet Protection each 6 $40.00 $240.00 each 1 $200.00 $200.00 each 5 $700.00 $3,500.00 Sub-Total:$14,231.45 1.5 x Sub-Total:$21,347.18 Amount of security:$21,347.18 Total Acres x Price/acre:$7,236.00 $1,350.00 Sub-Total:$7,236.00 1.5 x Sub-Total:$10,854.00 Amount to Re-seed:$10,854.00 Minimum escrow amount:$3,000.00 Erosion Control Escrow:$21,347.18 User Input Fields in BLUE should be amended for this project. “The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures, or one and one-half times the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual Revegetation and Stabilization Bid, whichever is greater. In no instance, will the amount of security be less than one thousand five hundred dollars ($1,500) for residential development or three thousand dollars ($3,000) for commercial development” Inlet Protection Concrete Washout (add all other BMPs for the site in this list) Final Escrow Amount Erosion and Sediment Control Escrow/Security Calculation BMP Amount Silt Fence Vehicle Tracking Control (VTC) Re-seeding Amount Miniumum Escrow Amount Bloom Second Filing (Phase 1) Unit Price of Seeding per acre: Project:Disturbed Acres*:3.64 EROSION CONTROL BMPs Units Estimated Quantity Unit Price Total Price L.F.2463 $1.85 $4,556.55 Sediment Control Log each 10 $20.00 $200.00 each 49 $75.00 $3,675.00 Outlet Protection each 8 $40.00 $320.00 each 1 $200.00 $200.00 each 3 $700.00 $2,100.00 Sub-Total:$11,051.55 1.5 x Sub-Total:$16,577.33 Amount of security:$16,577.33 Total Acres x Price/acre:$4,914.00 $1,350.00 Sub-Total:$4,914.00 1.5 x Sub-Total:$7,371.00 Amount to Re-seed:$7,371.00 Minimum escrow amount:$3,000.00 Erosion Control Escrow:$16,577.33 User Input Fields in BLUE should be amended for this project. Erosion and Sediment Control Escrow/Security Calculation Bloom Second Filing (Phase 2) BMP Amount Silt Fence Inlet Protection Concrete Washout Final Escrow Amount “The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures, or one and one-half times the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual Revegetation and Stabilization Bid, whichever is greater. In no instance, will the amount of security be less than one thousand five hundred dollars ($1,500) for residential development or three thousand dollars ($3,000) for commercial development” Vehicle Tracking Control (VTC) (add all other BMPs for the site in this list) Re-seeding Amount Unit Price of Seeding per acre: Miniumum Escrow Amount APPENDIX D – Construction Sequence Matrix Project: Bloom FDP Filing 2 Date:11/30/2022 Municipality: City of Fort Collins Mobilization Demolition Grading Utilities Installation Flat work Installation Vertical Installation Landscape Demobilization Best Management Practices (BMPs) Structural "Installation" Silt Fence Barriers* Contour Furrows (Ripping / Disking) Sediment Trap / Filter Vehicle Tracking Pad* Flow Barriers (Sediment Control Logs)* Inlet Protection*Any prior inlets that could use protecting Collecting Asphalt / Concrete Saw Cutting Waste *All BMPs to be Removed once Construction is Complete. Vegetative Temporary Seeding Planting Any time the site will sit dorment longer than 30 Days. Permanent Seeding Planting Construction Sequence Matrix APPENDIX E – Best Management Practice (BMP) Details Silt Fence (SF) SC-1 November 2010 Urban Drainage and Flood Control District SF-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph SF-1. Silt fence creates a sediment barrier, forcing sheet flow runoff to evaporate or infiltrate. Description A silt fence is a woven geotextile fabric attached to wooden posts and trenched into the ground. It is designed as a sediment barrier to intercept sheet flow runoff from disturbed areas. Appropriate Uses A silt fence can be used where runoff is conveyed from a disturbed area as sheet flow. Silt fence is not designed to receive concentrated flow or to be used as a filter fabric. Typical uses include:  Down slope of a disturbed area to accept sheet flow.  Along the perimeter of a receiving water such as a stream, pond or wetland.  At the perimeter of a construction site. Design and Installation Silt fence should be installed along the contour of slopes so that it intercepts sheet flow. The maximum recommended tributary drainage area per 100 lineal feet of silt fence, installed along the contour, is approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. Longer and steeper slopes require additional measures. This recommendation only applies to silt fence installed along the contour. Silt fence installed for other uses, such as perimeter control, should be installed in a way that will not produce concentrated flows. For example, a "J-hook" installation may be appropriate to force runoff to pond and evaporate or infiltrate in multiple areas rather than concentrate and cause erosive conditions parallel to the silt fence. See Detail SF-1 for proper silt fence installation, which involves proper trenching, staking, securing the fabric to the stakes, and backfilling the silt fence. Properly installed silt fence should not be easily pulled out by hand and there should be no gaps between the ground and the fabric. Silt fence must meet the minimum allowable strength requirements, depth of installation requirement, and other specifications in the design details. Improper installation of silt fence is a common reason for silt fence failure; however, when properly installed and used for the appropriate purposes, it can be highly effective. Silt Fence Functions Erosion Control No Sediment Control Yes Site/Material Management No SC-1 Silt Fence (SF) SF-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Photograph SF-2. When silt fence is not installed along the contour, a "J-hook" installation may be appropriate to ensure that the BMP does not create concentrated flow parallel to the silt fence. Photo courtesy of Tom Gore. Maintenance and Removal Inspection of silt fence includes observing the material for tears or holes and checking for slumping fence and undercut areas bypassing flows. Repair of silt fence typically involves replacing the damaged section with a new section. Sediment accumulated behind silt fence should be removed, as needed to maintain BMP effectiveness, typically before it reaches a depth of 6 inches. Silt fence may be removed when the upstream area has reached final stabilization. Silt Fence (SF) SC-1 November 2010 Urban Drainage and Flood Control District SF-3 Urban Storm Drainage Criteria Manual Volume 3 SC-1 Silt Fence (SF) SF-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Construction Fence (CF) SM-3 November 2010 Urban Drainage and Flood Control District CF-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph CF-1. A construction fence helps delineate areas where existing vegetation is being protected. Photo courtesy of Douglas County. Description A construction fence restricts site access to designated entrances and exits, delineates construction site boundaries, and keeps construction out of sensitive areas such as natural areas to be preserved as open space, wetlands and riparian areas. Appropriate Uses A construction fence can be used to delineate the site perimeter and locations within the site where access is restricted to protect natural resources such as wetlands, waterbodies, trees, and other natural areas of the site that should not be disturbed. If natural resource protection is an objective, then the construction fencing should be used in combination with other perimeter control BMPs such as silt fence, sediment control logs or similar measures. Design and Installation Construction fencing may be chain link or plastic mesh and should be installed following manufacturer’s recommendations. See Detail CF-1 for typical installations. Do not place construction fencing in areas within work limits of machinery. Maintenance and Removal  Inspect fences for damage; repair or replace as necessary.  Fencing should be tight and any areas with slumping or fallen posts should be reinstalled.  Fencing should be removed once construction is complete. Construction Fence Functions Erosion Control No Sediment Control No Site/Material Management Yes SM-3 Construction Fence (CF) CF-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Construction Fence (CF) SM-3 November 2010 Urban Drainage and Flood Control District CF-3 Urban Storm Drainage Criteria Manual Volume 3 Good Housekeeping Practices (GH) MM-3 November 2010 Urban Drainage and Flood Control District GH-1 Urban Storm Drainage Criteria Manual Volume 3 Photographs GH-1 and GH-2. Proper materials storage and secondary containment for fuel tanks are important good housekeeping practices. Photos courtesy of CDOT and City of Aurora. Description Implement construction site good housekeeping practices to prevent pollution associated with solid, liquid and hazardous construction-related materials and wastes. Stormwater Management Plans (SWMPs) should clearly specify BMPs including these good housekeeping practices:  Provide for waste management.  Establish proper building material staging areas.  Designate paint and concrete washout areas.  Establish proper equipment/vehicle fueling and maintenance practices.  Control equipment/vehicle washing and allowable non- stormwater discharges.  Develop a spill prevention and response plan. Acknowledgement: This Fact Sheet is based directly on EPA guidance provided in Developing Your Stormwater Pollution Prevent Plan (EPA 2007). Appropriate Uses Good housekeeping practices are necessary at all construction sites. Design and Installation The following principles and actions should be addressed in SWMPs:  Provide for Waste Management. Implement management procedures and practices to prevent or reduce the exposure and transport of pollutants in stormwater from solid, liquid and sanitary wastes that will be generated at the site. Practices such as trash disposal, recycling, proper material handling, and cleanup measures can reduce the potential for stormwater runoff to pick up construction site wastes and discharge them to surface waters. Implement a comprehensive set of waste-management practices for hazardous or toxic materials, such as paints, solvents, petroleum products, pesticides, wood preservatives, acids, roofing tar, and other materials. Practices should include storage, handling, inventory, and cleanup procedures, in case of spills. Specific practices that should be considered include: Solid or Construction Waste o Designate trash and bulk waste-collection areas on- site. Good Housekeeping Functions Erosion Control No Sediment Control No Site/Material Management Yes MM-3 Good Housekeeping Practices (GH) GH-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Photograph GH-3. Locate portable toilet facilities on level surfaces away from waterways and storm drains. Photo courtesy of WWE. o Recycle materials whenever possible (e.g., paper, wood, concrete, oil). o Segregate and provide proper disposal options for hazardous material wastes. o Clean up litter and debris from the construction site daily. o Locate waste-collection areas away from streets, gutters, watercourses, and storm drains. Waste- collection areas (dumpsters, and such) are often best located near construction site entrances to minimize traffic on disturbed soils. Consider secondary containment around waste collection areas to minimize the likelihood of contaminated discharges. o Empty waste containers before they are full and overflowing. Sanitary and Septic Waste o Provide convenient, well-maintained, and properly located toilet facilities on-site. o Locate toilet facilities away from storm drain inlets and waterways to prevent accidental spills and contamination of stormwater. o Maintain clean restroom facilities and empty portable toilets regularly. o Where possible, provide secondary containment pans under portable toilets. o Provide tie-downs or stake-downs for portable toilets. o Educate employees, subcontractors, and suppliers on locations of facilities. o Treat or dispose of sanitary and septic waste in accordance with state or local regulations. Do not discharge or bury wastewater at the construction site. o Inspect facilities for leaks. If found, repair or replace immediately. o Special care is necessary during maintenance (pump out) to ensure that waste and/or biocide are not spilled on the ground. Hazardous Materials and Wastes o Develop and implement employee and subcontractor education, as needed, on hazardous and toxic waste handling, storage, disposal, and cleanup. o Designate hazardous waste-collection areas on-site. o Place all hazardous and toxic material wastes in secondary containment. Good Housekeeping Practices (GH) MM-3 November 2010 Urban Drainage and Flood Control District GH-3 Urban Storm Drainage Criteria Manual Volume 3 o Hazardous waste containers should be inspected to ensure that all containers are labeled properly and that no leaks are present.  Establish Proper Building Material Handling and Staging Areas. The SWMP should include comprehensive handling and management procedures for building materials, especially those that are hazardous or toxic. Paints, solvents, pesticides, fuels and oils, other hazardous materials or building materials that have the potential to contaminate stormwater should be stored indoors or under cover whenever possible or in areas with secondary containment. Secondary containment measures prevent a spill from spreading across the site and may include dikes, berms, curbing, or other containment methods. Secondary containment techniques should also ensure the protection of groundwater. Designate staging areas for activities such as fueling vehicles, mixing paints, plaster, mortar, and other potential pollutants. Designated staging areas enable easier monitoring of the use of materials and clean up of spills. Training employees and subcontractors is essential to the success of this pollution prevention principle. Consider the following specific materials handling and staging practices: o Train employees and subcontractors in proper handling and storage practices. o Clearly designate site areas for staging and storage with signs and on construction drawings. Staging areas should be located in areas central to the construction site. Segment the staging area into sub-areas designated for vehicles, equipment, or stockpiles. Construction entrances and exits should be clearly marked so that delivery vehicles enter/exit through stabilized areas with vehicle tracking controls (See Vehicle Tracking Control Fact Sheet). o Provide storage in accordance with Spill Protection, Control and Countermeasures (SPCC) requirements and plans and provide cover and impermeable perimeter control, as necessary, for hazardous materials and contaminated soils that must be stored on site. o Ensure that storage containers are regularly inspected for leaks, corrosion, support or foundation failure, or other signs of deterioration and tested for soundness. o Reuse and recycle construction materials when possible.  Designate Concrete Washout Areas. Concrete contractors should be encouraged to use the washout facilities at their own plants or dispatch facilities when feasible; however, concrete washout commonly occurs on construction sites. If it is necessary to provide for concrete washout areas on- site, designate specific washout areas and design facilities to handle anticipated washout water. Washout areas should also be provided for paint and stucco operations. Because washout areas can be a source of pollutants from leaks or spills, care must be taken with regard to their placement and proper use. See the Concrete Washout Area Fact Sheet for detailed guidance. Both self-constructed and prefabricated washout containers can fill up quickly when concrete, paint, and stucco work are occurring on large portions of the site. Be sure to check for evidence that contractors are using the washout areas and not dumping materials onto the ground or into drainage facilities. If the washout areas are not being used regularly, consider posting additional signage, relocating the facilities to more convenient locations, or providing training to workers and contractors. When concrete, paint, or stucco is part of the construction process, consider these practices which will help prevent contamination of stormwater. Include the locations of these areas and the maintenance and inspection procedures in the SWMP. MM-3 Good Housekeeping Practices (GH) GH-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 o Do not washout concrete trucks or equipment into storm drains, streets, gutters, uncontained areas, or streams. Only use designated washout areas. o Establish washout areas and advertise their locations with signs. Ensure that signage remains in good repair. o Provide adequate containment for the amount of wash water that will be used. o Inspect washout structures daily to detect leaks or tears and to identify when materials need to be removed. o Dispose of materials properly. The preferred method is to allow the water to evaporate and to recycle the hardened concrete. Full service companies may provide dewatering services and should dispose of wastewater properly. Concrete wash water can be highly polluted. It should not be discharged to any surface water, storm sewer system, or allowed to infiltrate into the ground in the vicinity of waterbodies. Washwater should not be discharged to a sanitary sewer system without first receiving written permission from the system operator.  Establish Proper Equipment/Vehicle Fueling and Maintenance Practices. Create a clearly designated on-site fueling and maintenance area that is clean and dry. The on-site fueling area should have a spill kit, and staff should know how to use it. If possible, conduct vehicle fueling and maintenance activities in a covered area. Consider the following practices to help prevent the discharge of pollutants to stormwater from equipment/vehicle fueling and maintenance. Include the locations of designated fueling and maintenance areas and inspection and maintenance procedures in the SWMP. o Train employees and subcontractors in proper fueling procedures (stay with vehicles during fueling, proper use of pumps, emergency shutoff valves, etc.). o Inspect on-site vehicles and equipment regularly for leaks, equipment damage, and other service problems. o Clearly designate vehicle/equipment service areas away from drainage facilities and watercourses to prevent stormwater run-on and runoff. o Use drip pans, drip cloths, or absorbent pads when replacing spent fluids. o Collect all spent fluids, store in appropriate labeled containers in the proper storage areas, and recycle fluids whenever possible.  Control Equipment/Vehicle Washing and Allowable Non-Stormwater Discharges. Implement practices to prevent contamination of surface and groundwater from equipment and vehicle wash water. Representative practices include: o Educate employees and subcontractors on proper washing procedures. o Use off-site washing facilities, when available. o Clearly mark the washing areas and inform workers that all washing must occur in this area. o Contain wash water and treat it using BMPs. Infiltrate washwater when possible, but maintain separation from drainage paths and waterbodies. Good Housekeeping Practices (GH) MM-3 November 2010 Urban Drainage and Flood Control District GH-5 Urban Storm Drainage Criteria Manual Volume 3 o Use high-pressure water spray at vehicle washing facilities without detergents. Water alone can remove most dirt adequately. o Do not conduct other activities, such as vehicle repairs, in the wash area. o Include the location of the washing facilities and the inspection and maintenance procedures in the SWMP.  Develop a Spill Prevention and Response Plan. Spill prevention and response procedures must be identified in the SWMP. Representative procedures include identifying ways to reduce the chance of spills, stop the source of spills, contain and clean up spills, dispose of materials contaminated by spills, and train personnel responsible for spill prevention and response. The plan should also specify material handling procedures and storage requirements and ensure that clear and concise spill cleanup procedures are provided and posted for areas in which spills may potentially occur. When developing a spill prevention plan, include the following: o Note the locations of chemical storage areas, storm drains, tributary drainage areas, surface waterbodies on or near the site, and measures to stop spills from leaving the site. o Provide proper handling and safety procedures for each type of waste. Keep Material Safety Data Sheets (MSDSs) for chemical used on site with the SWMP. o Establish an education program for employees and subcontractors on the potential hazards to humans and the environment from spills and leaks. o Specify how to notify appropriate authorities, such as police and fire departments, hospitals, or municipal sewage treatment facilities to request assistance. Emergency procedures and contact numbers should be provided in the SWMP and posted at storage locations. o Describe the procedures, equipment and materials for immediate cleanup of spills and proper disposal. o Identify personnel responsible for implementing the plan in the event of a spill. Update the spill prevention plan and clean up materials as changes occur to the types of chemicals stored and used at the facility. MM-3 Good Housekeeping Practices (GH) GH-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Spill Prevention, Control, and Countermeasure (SPCC) Plan Construction sites may be subject to 40 CFR Part 112 regulations that require the preparation and implementation of a SPCC Plan to prevent oil spills from aboveground and underground storage tanks. The facility is subject to this rule if it is a non-transportation-related facility that:  Has a total storage capacity greater than 1,320 gallons or a completely buried storage capacity greater than 42,000 gallons.  Could reasonably be expected to discharge oil in quantities that may be harmful to navigable waters of the United States and adjoining shorelines. Furthermore, if the facility is subject to 40 CFR Part 112, the SWMP should reference the SPCC Plan. To find out more about SPCC Plans, see EPA's website on SPPC at www.epa.gov/oilspill/spcc.htm. Reporting Oil Spills In the event of an oil spill, contact the National Response Center toll free at 1-800-424- 8802 for assistance, or for more details, visit their website: www.nrc.uscg.mil. Maintenance and Removal Effective implementation of good housekeeping practices is dependent on clear designation of personnel responsible for supervising and implementing good housekeeping programs, such as site cleanup and disposal of trash and debris, hazardous material management and disposal, vehicle and equipment maintenance, and other practices. Emergency response "drills" may aid in emergency preparedness. Checklists may be helpful in good housekeeping efforts. Staging and storage areas require permanent stabilization when the areas are no longer being used for construction-related activities. Construction-related materials, debris and waste must be removed from the construction site once construction is complete. Design Details See the following Fact Sheets for related Design Details: MM-1 Concrete Washout Area MM-2 Stockpile Management SM-4 Vehicle Tracking Control Design details are not necessary for other good housekeeping practices; however, be sure to designate where specific practices will occur on the appropriate construction drawings. Sediment Control Log (SCL) SC-2 November 2015 Urban Drainage and Flood Control District SCL-1 Urban Storm Drainage Criteria Manual Volume 3 Photographs SCL-1 and SCL-2. Sediment control logs used as 1) a perimeter control around a soil stockpile; and, 2) as a "J-hook" perimeter control at the corner of a construction site. Description A sediment control log is a linear roll made of natural materials such as straw, coconut fiber, or compost. The most common type of sediment control log has straw filling and is often referred to as a "straw wattle." All sediment control logs are used as a sediment barrier to intercept sheet flow runoff from disturbed areas. Appropriate Uses Sediment control logs can be used in the following applications to trap sediment:  As perimeter control for stockpiles and the site.  As part of inlet protection designs.  As check dams in small drainage ditches. (Sediment control logs are not intended for use in channels with high flow velocities.)  On disturbed slopes to shorten flow lengths (as an erosion control).  As part of multi-layered perimeter control along a receiving water such as a stream, pond or wetland. Sediment control logs work well in combination with other layers of erosion and sediment controls. Design and Installation Sediment control logs should be installed along the contour to avoid concentrating flows. The maximum allowable tributary drainage area per 100 lineal feet of sediment control log, installed along the contour, is approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. Longer and steeper slopes require additional measures. This recommendation only applies to sediment control logs installed along the contour. When installed for other uses, such as perimeter control, it should be installed in a way that will not produce concentrated flows. For example, a "J-hook" installation may be appropriate to force runoff to pond and evaporate or infiltrate in multiple areas rather than concentrate and cause erosive conditions parallel to the BMP. Sediment Control Log Functions Erosion Control Moderate Sediment Control Yes Site/Material Management No SC-2 Sediment Control Log (SCL) SCL-2 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Although sediment control logs initially allow runoff to flow through the BMP, they can quickly become a barrier and should be installed as if they are impermeable. Design details and notes for sediment control logs are provided in the following details. Sediment logs must be properly installed per the detail to prevent undercutting, bypassing and displacement. When installed on slopes, sediment control logs should be installed along the contours (i.e., perpendicular to flow). Improper installation can lead to poor performance. Be sure that sediment control logs are properly trenched (if lighter than 8 lb/foot), anchored and tightly jointed. Maintenance and Removal Be aware that sediment control logs will eventually degrade. Remove accumulated sediment before the depth is one-half the height of the sediment log and repair damage to the sediment log, typically by replacing the damaged section. Once the upstream area is stabilized, remove and properly dispose of the logs. Areas disturbed beneath the logs may need to be seeded and mulched. Sediment control logs that are biodegradable may occasionally be left in place (e.g., when logs are used in conjunction with erosion control blankets as permanent slope breaks). However, removal of sediment control logs after final stabilization is typically appropriate when used in perimeter control, inlet protection and check dam applications. Compost from compost sediment control logs may be spread over the area and seeded as long as this does not cover newly established vegetation. Sediment Control Log (SCL) SC-2 November 2015 Urban Drainage and Flood Control District SCL-3 Urban Storm Drainage Criteria Manual Volume 3 SC-2 Sediment Control Log (SCL) SCL-4 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC-2 November 2015 Urban Drainage and Flood Control District SCL-5 Urban Storm Drainage Criteria Manual Volume 3 SC-2 Sediment Control Log (SCL) SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC) SM-4 November 2010 Urban Drainage and Flood Control District VTC-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph VTC-1. A vehicle tracking control pad constructed with properly sized rock reduces off-site sediment tracking. Description Vehicle tracking controls provide stabilized construction site access where vehicles exit the site onto paved public roads. An effective vehicle tracking control helps remove sediment (mud or dirt) from vehicles, reducing tracking onto the paved surface. Appropriate Uses Implement a stabilized construction entrance or vehicle tracking control where frequent heavy vehicle traffic exits the construction site onto a paved roadway. An effective vehicle tracking control is particularly important during the following conditions:  Wet weather periods when mud is easily tracked off site.  During dry weather periods where dust is a concern.  When poorly drained, clayey soils are present on site. Although wheel washes are not required in designs of vehicle tracking controls, they may be needed at particularly muddy sites. Design and Installation Construct the vehicle tracking control on a level surface. Where feasible, grade the tracking control towards the construction site to reduce off-site runoff. Place signage, as needed, to direct construction vehicles to the designated exit through the vehicle tracking control. There are several different types of stabilized construction entrances including: VTC-1. Aggregate Vehicle Tracking Control. This is a coarse-aggregate surfaced pad underlain by a geotextile. This is the most common vehicle tracking control, and when properly maintained can be effective at removing sediment from vehicle tires. VTC-2. Vehicle Tracking Control with Construction Mat or Turf Reinforcement Mat. This type of control may be appropriate for site access at very small construction sites with low traffic volume over vegetated areas. Although this application does not typically remove sediment from vehicles, it helps protect existing vegetation and provides a stabilized entrance. Vehicle Tracking Control Functions Erosion Control Moderate Sediment Control Yes Site/Material Management Yes SM-4 Vehicle Tracking Control (VTC) VTC-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Photograph VTC-2. A vehicle tracking control pad with wheel wash facility. Photo courtesy of Tom Gore. VTC-3. Stabilized Construction Entrance/Exit with Wheel Wash. This is an aggregate pad, similar to VTC-1, but includes equipment for tire washing. The wheel wash equipment may be as simple as hand-held power washing equipment to more advance proprietary systems. When a wheel wash is provided, it is important to direct wash water to a sediment trap prior to discharge from the site. Vehicle tracking controls are sometimes installed in combination with a sediment trap to treat runoff. Maintenance and Removal Inspect the area for degradation and replace aggregate or material used for a stabilized entrance/exit as needed. If the area becomes clogged and ponds water, remove and dispose of excess sediment or replace material with a fresh layer of aggregate as necessary. With aggregate vehicle tracking controls, ensure rock and debris from this area do not enter the public right-of-way. Remove sediment that is tracked onto the public right of way daily or more frequently as needed. Excess sediment in the roadway indicates that the stabilized construction entrance needs maintenance. Ensure that drainage ditches at the entrance/exit area remain clear. A stabilized entrance should be removed only when there is no longer the potential for vehicle tracking to occur. This is typically after the site has been stabilized. When wheel wash equipment is used, be sure that the wash water is discharged to a sediment trap prior to discharge. Also inspect channels conveying the water from the wash area to the sediment trap and stabilize areas that may be eroding. When a construction entrance/exit is removed, excess sediment from the aggregate should be removed and disposed of appropriately. The entrance should be promptly stabilized with a permanent surface following removal, typically by paving. Vehicle Tracking Control (VTC) SM-4 November 2010 Urban Drainage and Flood Control District VTC-3 Urban Storm Drainage Criteria Manual Volume 3 SM-4 Vehicle Tracking Control (VTC) VTC-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC) SM-4 November 2010 Urban Drainage and Flood Control District VTC-5 Urban Storm Drainage Criteria Manual Volume 3 SM-4 Vehicle Tracking Control (VTC) VTC-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC-6 August 2013 Urban Drainage and Flood Control District IP-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph IP-1. Inlet protection for a curb opening inlet. Description Inlet protection consists of permeable barriers installed around an inlet to filter runoff and remove sediment prior to entering a storm drain inlet. Inlet protection can be constructed from rock socks, sediment control logs, silt fence, block and rock socks, or other materials approved by the local jurisdiction. Area inlets can also be protected by over-excavating around the inlet to form a sediment trap. Appropriate Uses Install protection at storm sewer inlets that are operable during construction. Consider the potential for tracked-out sediment or temporary stockpile areas to contribute sediment to inlets when determining which inlets must be protected. This may include inlets in the general proximity of the construction area, not limited to downgradient inlets. Inlet protection is not a stand-alone BMP and should be used in conjunction with other upgradient BMPs. Design and Installation To function effectively, inlet protection measures must be installed to ensure that flows do not bypass the inlet protection and enter the storm drain without treatment. However, designs must also enable the inlet to function without completely blocking flows into the inlet in a manner that causes localized flooding. When selecting the type of inlet protection, consider factors such as type of inlet (e.g., curb or area, sump or on-grade conditions), traffic, anticipated flows, ability to secure the BMP properly, safety and other site-specific conditions. For example, block and rock socks will be better suited to a curb and gutter along a roadway, as opposed to silt fence or sediment control logs, which cannot be properly secured in a curb and gutter setting, but are effective area inlet protection measures. Several inlet protection designs are provided in the Design Details. Additionally, a variety of proprietary products are available for inlet protection that may be approved for use by local governments. If proprietary products are used, design details and installation procedures from the manufacturer must be followed. Regardless of the type of inlet protection selected, inlet protection is most effective when combined with other BMPs such as curb socks and check dams. Inlet protection is often the last barrier before runoff enters the storm sewer or receiving water. Design details with notes are provided for these forms of inlet protection: IP-1. Block and Rock Sock Inlet Protection for Sump or On-grade Inlets IP-2. Curb (Rock) Socks Upstream of Inlet Protection, On-grade Inlets Inlet Protection (various forms) Functions Erosion Control No Sediment Control Yes Site/Material Management No SC-6 Inlet Protection (IP) IP-2 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 IP-3. Rock Sock Inlet Protection for Sump/Area Inlet IP-4. Silt Fence Inlet Protection for Sump/Area Inlet IP-5. Over-excavation Inlet Protection IP-6. Straw Bale Inlet Protection for Sump/Area Inlet CIP-1. Culvert Inlet Protection Propriety inlet protection devices should be installed in accordance with manufacturer specifications. More information is provided below on selecting inlet protection for sump and on-grade locations. Inlets Located in a Sump When applying inlet protection in sump conditions, it is important that the inlet continue to function during larger runoff events. For curb inlets, the maximum height of the protective barrier should be lower than the top of the curb opening to allow overflow into the inlet during larger storms without excessive localized flooding. If the inlet protection height is greater than the curb elevation, particularly if the filter becomes clogged with sediment, runoff will not enter the inlet and may bypass it, possibly causing localized flooding, public safety issues, and downstream erosion and damage from bypassed flows. Area inlets located in a sump setting can be protected through the use of silt fence, concrete block and rock socks (on paved surfaces), sediment control logs/straw wattles embedded in the adjacent soil and stacked around the area inlet (on pervious surfaces), over-excavation around the inlet, and proprietary products providing equivalent functions. Inlets Located on a Slope For curb and gutter inlets on paved sloping streets, block and rock sock inlet protection is recommended in conjunction with curb socks in the gutter leading to the inlet. For inlets located along unpaved roads, also see the Check Dam Fact Sheet. Maintenance and Removal Inspect inlet protection frequently. Inspection and maintenance guidance includes:  Inspect for tears that can result in sediment directly entering the inlet, as well as result in the contents of the BMP (e.g., gravel) washing into the inlet.  Check for improper installation resulting in untreated flows bypassing the BMP and directly entering the inlet or bypassing to an unprotected downstream inlet. For example, silt fence that has not been properly trenched around the inlet can result in flows under the silt fence and directly into the inlet.  Look for displaced BMPs that are no longer protecting the inlet. Displacement may occur following larger storm events that wash away or reposition the inlet protection. Traffic or equipment may also crush or displace the BMP.  Monitor sediment accumulation upgradient of the inlet protection. Inlet Protection (IP) SC-6 August 2013 Urban Drainage and Flood Control District IP-3 Urban Storm Drainage Criteria Manual Volume 3  Remove sediment accumulation from the area upstream of the inlet protection, as needed to maintain BMP effectiveness, typically when it reaches no more than half the storage capacity of the inlet protection. For silt fence, remove sediment when it accumulates to a depth of no more than 6 inches. Remove sediment accumulation from the area upstream of the inlet protection as needed to maintain the functionality of the BMP.  Propriety inlet protection devices should be inspected and maintained in accordance with manufacturer specifications. If proprietary inlet insert devices are used, sediment should be removed in a timely manner to prevent devices from breaking and spilling sediment into the storm drain. Inlet protection must be removed and properly disposed of when the drainage area for the inlet has reached final stabilization. SC-6 Inlet Protection (IP) IP-4 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC-6 August 2013 Urban Drainage and Flood Control District IP-5 Urban Storm Drainage Criteria Manual Volume 3 SC-6 Inlet Protection (IP) IP-6 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC-6 August 2013 Urban Drainage and Flood Control District IP-7 Urban Storm Drainage Criteria Manual Volume 3 SC-6 Inlet Protection (IP) IP-8 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 Temporary Outlet Protection (TOP) EC-8 November 2010 Urban Drainage and Flood Control District TOP-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph TOP-1. Riprap outlet protection. Description Outlet protection helps to reduce erosion immediately downstream of a pipe, culvert, slope drain, rundown or other conveyance with concentrated, high- velocity flows. Typical outlet protection consists of riprap or rock aprons at the conveyance outlet. Appropriate Uses Outlet protection should be used when a conveyance discharges onto a disturbed area where there is potential for accelerated erosion due to concentrated flow. Outlet protection should be provided where the velocity at the culvert outlet exceeds the maximum permissible velocity of the material in the receiving channel. Note: This Fact Sheet and detail are for temporary outlet protection, outlets that are intended to be used for less than 2 years. For permanent, long-term outlet protection, see the Major Drainage chapter of Volume 1. Design and Installation Design outlet protection to handle runoff from the largest drainage area that may be contributing runoff during construction (the drainage area may change as a result of grading). Key in rock, around the entire perimeter of the apron, to a minimum depth of 6 inches for stability. Extend riprap to the height of the culvert or the normal flow depth of the downstream channel, whichever is less. Additional erosion control measures such as vegetative lining, turf reinforcement mat and/or other channel lining methods may be required downstream of the outlet protection if the channel is susceptible to erosion. See Design Detail OP-1 for additional information. Maintenance and Removal Inspect apron for damage and displaced rocks. If rocks are missing or significantly displaced, repair or replace as necessary. If rocks are continuously missing or displaced, consider increasing the size of the riprap or deeper keying of the perimeter. Remove sediment accumulated at the outlet before the outlet protection becomes buried and ineffective. When sediment accumulation is noted, check that upgradient BMPs, including inlet protection, are in effective operating condition. Outlet protection may be removed once the pipe is no longer draining an upstream area, or once the downstream area has been sufficiently stabilized. If the drainage pipe is permanent, outlet protection can be left in place; however, permanent outlet protection should be designed and constructed in accordance with the requirements of the Major Drainage chapter of Volume 2. Outlet Protection Functions Erosion Control Yes Sediment Control Moderate Site/Material Management No EC-8 Temporary Outlet Protection (TOP) TOP-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Temporary Outlet Protection (TOP) EC-8 November 2010 Urban Drainage and Flood Control District TOP-3 Urban Storm Drainage Criteria Manual Volume 3 Rough Cut Street Control (RCS) EC-9 November 2010 Urban Drainage and Flood Control District RCS-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph RCS-1. Rough cut street controls. Description Rough cut street controls are rock or earthen berms placed along dirt roadways that are under construction or used for construction access. These temporary berms intercept sheet flow and divert runoff from the roadway, and control erosion by minimizing concentration of flow and reducing runoff velocity. Appropriate Uses Appropriate uses include:  Temporary dirt construction roadways that have not received roadbase.  Roadways under construction that will not be paved within 14 days of final grading, and that have not yet received roadbase. Design and Installation Rough cut street controls are designed to redirect sheet flow off the dirt roadway to prevent water from concentrating and eroding the soil. These controls consist of runoff barriers that are constructed at intervals along the road. These barriers are installed perpendicular to the longitudinal slope from the outer edge of the roadside swale to the crown of the road. The barriers are positioned alternately from the right and left side of the road to allow construction traffic to pass in the lane not barred. If construction traffic is expected to be congested and a vehicle tracking control has been constructed, rough-cut street controls may be omitted for 400 feet from the entrance. Runoff from the controls should be directed to another stormwater BMP such as a roadside swale with check dams once removed from the roadway. See Detail RCS-1 for additional information. Maintenance and Removal Inspect street controls for erosion and stability. If rills are forming in the roadway or cutting through the control berms, place the street controls at shorter intervals. If earthen berms are used, periodic recompaction may be necessary. When rock berms are used, repair and/or replace as necessary when damaged. Street controls may be removed 14 days prior to road surfacing and paving. Rough Cut Street Control Functions Erosion Control Yes Sediment Control Moderate Site/Material Management No EC-9 Rough Cut Street Control (RCS) RCS-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rough Cut Street Control (RCS) EC-9 November 2010 Urban Drainage and Flood Control District RCS-3 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph RECP-1. Erosion control blanket protecting the slope from erosion and providing favorable conditions for revegetation. Description Rolled Erosion Control Products (RECPs) include a variety of temporary or permanently installed manufactured products designed to control erosion and enhance vegetation establishment and survivability, particularly on slopes and in channels. For applications where natural vegetation alone will provide sufficient permanent erosion protection, temporary products such as netting, open weave textiles and a variety of erosion control blankets (ECBs) made of biodegradable natural materials (e.g., straw, coconut fiber) can be used. For applications where natural vegetation alone will not be sustainable under expected flow conditions, permanent rolled erosion control products such as turf reinforcement mats (TRMs) can be used. In particular, turf reinforcement mats are designed for discharges that exert velocities and sheer stresses that exceed the typical limits of mature natural vegetation. Appropriate Uses RECPs can be used to control erosion in conjunction with revegetation efforts, providing seedbed protection from wind and water erosion. These products are often used on disturbed areas on steep slopes, in areas with highly erosive soils, or as part of drainageway stabilization. In order to select the appropriate RECP for site conditions, it is important to have a general understanding of the general types of these products, their expected longevity, and general characteristics. The Erosion Control Technology Council (ECTC 2005) characterizes rolled erosion control products according to these categories:  Mulch control netting: A planar woven natural fiber or extruded geosynthetic mesh used as a temporary degradable rolled erosion control product to anchor loose fiber mulches.  Open weave textile: A temporary degradable rolled erosion control product composed of processed natural or polymer yarns woven into a matrix, used to provide erosion control and facilitate vegetation establishment.  Erosion control blanket (ECB): A temporary degradable rolled erosion control product composed of processed natural or polymer fibers which are mechanically, structurally or chemically bound together to form a continuous matrix to provide erosion control and facilitate vegetation establishment. ECBs can be further differentiated into rapidly degrading single-net and double-net types or slowly degrading types. Rolled Erosion Control Products Functions Erosion Control Yes Sediment Control No Site/Material Management No EC-6 Rolled Erosion Control Products (RECP) RECP-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3  Turf Reinforcement Mat (TRM): A rolled erosion control product composed of non-degradable synthetic fibers, filaments, nets, wire mesh, and/or other elements, processed into a permanent, three- dimensional matrix of sufficient thickness. TRMs, which may be supplemented with degradable components, are designed to impart immediate erosion protection, enhance vegetation establishment and provide long-term functionality by permanently reinforcing vegetation during and after maturation. Note: TRMs are typically used in hydraulic applications, such as high flow ditches and channels, steep slopes, stream banks, and shorelines, where erosive forces may exceed the limits of natural, unreinforced vegetation or in areas where limited vegetation establishment is anticipated. Tables RECP-1 and RECP-2 provide guidelines for selecting rolled erosion control products appropriate to site conditions and desired longevity. Table RECP-1 is for conditions where natural vegetation alone will provide permanent erosion control, whereas Table RECP-2 is for conditions where vegetation alone will not be adequately stable to provide long-term erosion protection due to flow or other conditions. Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-3 Urban Storm Drainage Criteria Manual Volume 3 Table RECP-1. ECTC Standard Specification for Temporary Rolled Erosion Control Products (Adapted from Erosion Control Technology Council 2005) Product Description Slope Applications* Channel Applications* Minimum Tensile Strength1 Expected Longevity Maximum Gradient C Factor2,5 Max. Shear Stress3,4,6 Mulch Control Nets 5:1 (H:V) ≤0.10 @ 5:1 0.25 lbs/ft2 (12 Pa) 5 lbs/ft (0.073 kN/m) Up to 12 months Netless Rolled Erosion Control Blankets 4:1 (H:V) ≤0.10 @ 4:1 0.5 lbs/ft2 (24 Pa) 5 lbs/ft (0.073 kN/m) Single-net Erosion Control Blankets & Open Weave Textiles 3:1 (H:V) ≤0.15 @ 3:1 1.5 lbs/ft2 (72 Pa) 50 lbs/ft (0.73 kN/m) Double-net Erosion Control Blankets 2:1 (H:V) ≤0.20 @ 2:1 1.75 lbs/ft2 (84 Pa) 75 lbs/ft (1.09 kN/m) Mulch Control Nets 5:1 (H:V) ≤0.10 @ 5:1 0.25 lbs/ft2 (12 Pa) 25 lbs/ft (0.36 kN/m) 24 months Erosion Control Blankets & Open Weave Textiles (slowly degrading) 1.5:1 (H:V) ≤0.25 @ 1.5:1 2.00 lbs/ft2 (96 Pa) 100 lbs/ft (1.45 kN/m) 24 months Erosion Control Blankets & Open Weave Textiles 1:1 (H:V) ≤0.25 @ 1:1 2.25 lbs/ft2 (108 Pa) 125 lbs/ft (1.82 kN/m) 36 months * C Factor and shear stress for mulch control nettings must be obtained with netting used in conjunction with pre-applied mulch material. (See Section 5.3 of Chapter 7 Construction BMPs for more information on the C Factor.) 1 Minimum Average Roll Values, Machine direction using ECTC Mod. ASTM D 5035. 2 C Factor calculated as ratio of soil loss from RECP protected slope (tested at specified or greater gradient, H:V) to ratio of soil loss from unprotected (control) plot in large-scale testing. 3 Required minimum shear stress RECP (unvegetated) can sustain without physical damage or excess erosion (> 12.7 mm (0.5 in) soil loss) during a 30-minute flow event in large-scale testing. 4 The permissible shear stress levels established for each performance category are based on historical experience with products characterized by Manning's roughness coefficients in the range of 0.01 - 0.05. 5 Acceptable large-scale test methods may include ASTM D 6459, or other independent testing deemed acceptable by the engineer. 6 Per the engineer’s discretion. Recommended acceptable large-scale testing protocol may include ASTM D 6460, or other independent testing deemed acceptable by the engineer. EC-6 Rolled Erosion Control Products (RECP) RECP-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Table RECP-2. ECTC Standard Specification for Permanent1 Rolled Erosion Control Products (Adapted from: Erosion Control Technology Council 2005) Product Type Slope Applications Channel Applications TRMs with a minimum thickness of 0.25 inches (6.35 mm) per ASTM D 6525 and UV stability of 80% per ASTM D 4355 (500 hours exposure). Maximum Gradient Maximum Shear Stress4,5 Minimum Tensile Strength2,3 0.5:1 (H:V) 6.0 lbs/ft2 (288 Pa) 125 lbs/ft (1.82 kN/m) 0.5:1 (H:V) 8.0 lbs/ft2 (384 Pa) 150 lbs/ft (2.19 kN/m) 0.5:1 (H:V) 10.0 lbs/ft2 (480 Pa) 175 lbs/ft (2.55 kN/m) 1 For TRMs containing degradable components, all property values must be obtained on the non- degradable portion of the matting alone. 2 Minimum Average Roll Values, machine direction only for tensile strength determination using ASTM D 6818 (Supersedes Mod. ASTM D 5035 for RECPs) 3 Field conditions with high loading and/or high survivability requirements may warrant the use of a TRM with a tensile strength of 44 kN/m (3,000 lb/ft) or greater. 4 Required minimum shear stress TRM (fully vegetated) can sustain without physical damage or excess erosion (> 12.7 mm (0.5 in.) soil loss) during a 30-minute flow event in large scale testing. 5 Acceptable large-scale testing protocols may include ASTM D 6460, or other independent testing deemed acceptable by the engineer. Design and Installation RECPs should be installed according to manufacturer’s specifications and guidelines. Regardless of the type of product used, it is important to ensure no gaps or voids exist under the material and that all corners of the material are secured using stakes and trenching. Continuous contact between the product and the soil is necessary to avoid failure. Never use metal stakes to secure temporary erosion control products. Often wooden stakes are used to anchor RECPs; however, wood stakes may present installation and maintenance challenges and generally take a long time to biodegrade. Some local jurisdictions have had favorable experiences using biodegradable stakes. This BMP Fact Sheet provides design details for several commonly used ECB applications, including: ECB-1 Pipe Outlet to Drainageway ECB-2 Small Ditch or Drainageway ECB-3 Outside of Drainageway Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-5 Urban Storm Drainage Criteria Manual Volume 3 Staking patterns are also provided in the design details according to these factors:  ECB type  Slope or channel type For other types of RECPs including TRMs, these design details are intended to serve as general guidelines for design and installation; however, engineers should adhere to manufacturer’s installation recommendations. Maintenance and Removal Inspection of erosion control blankets and other RECPs includes:  Check for general signs of erosion, including voids beneath the mat. If voids are apparent, fill the void with suitable soil and replace the erosion control blanket, following the appropriate staking pattern.  Check for damaged or loose stakes and secure loose portions of the blanket. Erosion control blankets and other RECPs that are biodegradable typically do not need to be removed after construction. If they must be removed, then an alternate soil stabilization method should be installed promptly following removal. Turf reinforcement mats, although generally resistant to biodegradation, are typically left in place as a dense vegetated cover grows in through the mat matrix. The turf reinforcement mat provides long-term stability and helps the established vegetation resist erosive forces. EC-6 Rolled Erosion Control Products (RECP) RECP-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-7 Urban Storm Drainage Criteria Manual Volume 3 EC-6 Rolled Erosion Control Products (RECP) RECP-8 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-9 Urban Storm Drainage Criteria Manual Volume 3 PAGE 1 OF 2 8. Temporary Berm (TB) 1. DESCRIPTION: Temporary Berms are temporary control measure barriers made of compacted subsoil or other approved materials such as embankment or sand bags. Their function is to intercept and divert sheet surface runoff away from areas not yet stabilized, prevent erosion, manage sheet flow, and reduce sediment transport. 2. CONTROL MEASURE USES ☒ Erosion Control ☒ Sediment Control ☐ Site/Materials Management 3. RELEVANT SPECIFICATION SECTIONS Section 208 – Erosion Control a) 208.05 (d) – Construction BMPS b) 208.11 – Method of Measurement 4. RELEVANT M-STANDARD DETAILS M-208-1, Sheet 7 of 11 (Grading Applications) 5. BASIS OF PAYMENT Pay item Description Pay Unit 208-00300 Temporary Berm LF 6. APPLICATIONS • May be constructed across roadways (transverse berm) at a slight angle with respect to the centerline. • May be constructed along the top edge of fill slopes or below the toe of exposed and erodible slopes (upslope or downslope side of a construction area). They can also be used at storm drain inlets (when approved) and across minor swales and ditches. • May be used to construct Rough Cut Street Control measures. • May be used to divert surface sheet flows from areas where flows may damage property or interfere with establishment of vegetation. • May be used to divert surface runoff to other control measures like Sediment Traps. Temporary Berm along access road • May be used on relatively flat slopes to capture surface runoff to shorten the overall slope length before it has a chance to concentrate and cause rill and gully erosion 7. LIMITATIONS • Only to be used as a temporary measure on flat areas with slopes less than 2H:1V. • Must use a secondary erosion control measure device when sediment control is an objective. • Susceptible to erosion when intercepted concentrated flows have high velocities. 8. SOILS TRIANGLE PAGE 2 OF 2 8. Temporary Berm (TB) 9. SWMP ADMINISTRATOR FOR DESIGN CRITERIA • Temporary Berm: o Berm must be at least 18 inches tall or high enough to prevent overtopping. o Berm must have a minimum of 4- to 6-foot base. o Gradient of all receiving area above berm must be less than 2:1, or flatter. o Berms must be designed so that flow line of water is at a gradient of less than 3 percent. Greater than 3 percent may require the use of Check Dams in the flow line behind the berm. o Outlets of anticipated flow from captured water behind berms must be designed with additional control measures suitable to control concentrated flow. Maximum drainage area for each outlet must be limited to 2 acres. o Berms installed taller than 2 feet require additional control measures at the toe opposite of the conveyance side. 10. INSTALLATION CRITERIA • Construct Temporary Berm using native subsoil materials that can be compacted. Topsoil may not be used to construct these structures. • Temporary Berm must be compacted manually or by mechanical means. • The berms shall be constructed at regular intervals along the road and shall be perpendicular to the longitudinal slope from the outer edge of the swale to the crown of the road. 11. MAINTENANCE AND REMOVAL • When upstream area is stabilized, Temporary Berms may be removed. Disturbed area around control measure must be cleared of any debris or sediment, receive subgrade soil preparation, and be seeded and mulched. • Removed material for Temporary Berms may be distributed on-site at a location approved by the Engineer. • Inspect Temporary Berms on a daily basis for signs of erosion, stability, and compaction. Whenever erosion is spotted, replace lost material and recompact berm to match original conditions. • If intensive maintenance is necessary to keep this control measure functional, consider using a different control measure device (see Silt Dike [fact sheet No. 19] or Erosion Logs [fact sheet No. 17]. Concrete Washout Area (CWA) MM-1 November 2010 Urban Drainage and Flood Control District CWA-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph CWA-1. Example of concrete washout area. Note gravel tracking pad for access and sign. Description Concrete waste management involves designating and properly managing a specific area of the construction site as a concrete washout area. A concrete washout area can be created using one of several approaches designed to receive wash water from washing of tools and concrete mixer chutes, liquid concrete waste from dump trucks, mobile batch mixers, or pump trucks. Three basic approaches are available: excavation of a pit in the ground, use of an above ground storage area, or use of prefabricated haul- away concrete washout containers. Surface discharges of concrete washout water from construction sites are prohibited. Appropriate Uses Concrete washout areas must be designated on all sites that will generate concrete wash water or liquid concrete waste from onsite concrete mixing or concrete delivery. Because pH is a pollutant of concern for washout activities, when unlined pits are used for concrete washout, the soil must have adequate buffering capacity to result in protection of state groundwater standards; otherwise, a liner/containment must be used. The following management practices are recommended to prevent an impact from unlined pits to groundwater:  The use of the washout site should be temporary (less than 1 year), and  The washout site should be not be located in an area where shallow groundwater may be present, such as near natural drainages, springs, or wetlands. Design and Installation Concrete washout activities must be conducted in a manner that does not contribute pollutants to surface waters or stormwater runoff. Concrete washout areas may be lined or unlined excavated pits in the ground, commercially manufactured prefabricated washout containers, or aboveground holding areas constructed of berms, sandbags or straw bales with a plastic liner. Although unlined washout areas may be used, lined pits may be required to protect groundwater under certain conditions. Do not locate an unlined washout area within 400 feet of any natural drainage pathway or waterbody or within 1,000 feet of any wells or drinking water sources. Even for lined concrete washouts, it is advisable to locate the facility away from waterbodies and drainage paths. If site constraints make these Concrete Washout Area Functions Erosion Control No Sediment Control No Site/Material Management Yes MM-1 Concrete Washout Area (CWA) CWA-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 setbacks infeasible or if highly permeable soils exist in the area, then the pit must be installed with an impermeable liner (16 mil minimum thickness) or surface storage alternatives using prefabricated concrete washout devices or a lined aboveground storage area should be used. Design details with notes are provided in Detail CWA-1 for pits and CWA-2 for aboveground storage areas. Pre-fabricated concrete washout container information can be obtained from vendors. Maintenance and Removal A key consideration for concrete washout areas is to ensure that adequate signage is in place identifying the location of the washout area. Part of inspecting and maintaining washout areas is ensuring that adequate signage is provided and in good repair and that the washout area is being used, as opposed to washout in non-designated areas of the site. Remove concrete waste in the washout area, as needed to maintain BMP function (typically when filled to about two-thirds of its capacity). Collect concrete waste and deliver offsite to a designated disposal location. Upon termination of use of the washout site, accumulated solid waste, including concrete waste and any contaminated soils, must be removed from the site to prevent on-site disposal of solid waste. If the wash water is allowed to evaporate and the concrete hardens, it may be recycled. Photograph CWA-3. Earthen concrete washout. Photo courtesy of CDOT. Photograph CWA-2. Prefabricated concrete washout. Photo courtesy of CDOT. Concrete Washout Area (CWA) MM-1 November 2010 Urban Drainage and Flood Control District CWA-3 Urban Storm Drainage Criteria Manual Volume 3 MM-1 Concrete Washout Area (CWA) CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Temporary and Permanent Seeding (TS/PS) EC-2 June 2012 Urban Drainage and Flood Control District TS/PS-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph TS/PS -1. Equipment used to drill seed. Photo courtesy of Douglas County. Description Temporary seeding can be used to stabilize disturbed areas that will be inactive for an extended period. Permanent seeding should be used to stabilize areas at final grade that will not be otherwise stabilized. Effective seeding includes preparation of a seedbed, selection of an appropriate seed mixture, proper planting techniques, and protection of the seeded area with mulch, geotextiles, or other appropriate measures. Appropriate Uses When the soil surface is disturbed and will remain inactive for an extended period (typically 30 days or longer), proactive stabilization measures should be implemented. If the inactive period is short-lived (on the order of two weeks), techniques such as surface roughening may be appropriate. For longer periods of inactivity, temporary seeding and mulching can provide effective erosion control. Permanent seeding should be used on finished areas that have not been otherwise stabilized. Typically, local governments have their own seed mixes and timelines for seeding. Check jurisdictional requirements for seeding and temporary stabilization. Design and Installation Effective seeding requires proper seedbed preparation, selection of an appropriate seed mixture, use of appropriate seeding equipment to ensure proper coverage and density, and protection with mulch or fabric until plants are established. The USDCM Volume 2 Revegetation Chapter contains detailed seed mix, soil preparations, and seeding and mulching recommendations that may be referenced to supplement this Fact Sheet. Drill seeding is the preferred seeding method. Hydroseeding is not recommended except in areas where steep slopes prevent use of drill seeding equipment, and even in these instances it is preferable to hand seed and mulch. Some jurisdictions do not allow hydroseeding or hydromulching. Seedbed Preparation Prior to seeding, ensure that areas to be revegetated have soil conditions capable of supporting vegetation. Overlot grading can result in loss of topsoil, resulting in poor quality subsoils at the ground surface that have low nutrient value, little organic matter content, few soil microorganisms, rooting restrictions, and conditions less conducive to infiltration of precipitation. As a result, it is typically necessary to provide stockpiled topsoil, compost, or other Temporary and Permanent Seeding Functions Erosion Control Yes Sediment Control No Site/Material Management No EC-2 Temporary and Permanent Seeding (TS/PS) TS/PS-2 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 soil amendments and rototill them into the soil to a depth of 6 inches or more. Topsoil should be salvaged during grading operations for use and spread on areas to be revegetated later. Topsoil should be viewed as an important resource to be utilized for vegetation establishment, due to its water-holding capacity, structure, texture, organic matter content, biological activity, and nutrient content. The rooting depth of most native grasses in the semi-arid Denver metropolitan area is 6 to 18 inches. At a minimum, the upper 6 inches of topsoil should be stripped, stockpiled, and ultimately respread across areas that will be revegetated. Where topsoil is not available, subsoils should be amended to provide an appropriate plant-growth medium. Organic matter, such as well digested compost, can be added to improve soil characteristics conducive to plant growth. Other treatments can be used to adjust soil pH conditions when needed. Soil testing, which is typically inexpensive, should be completed to determine and optimize the types and amounts of amendments that are required. If the disturbed ground surface is compacted, rip or rototill the surface prior to placing topsoil. If adding compost to the existing soil surface, rototilling is necessary. Surface roughening will assist in placement of a stable topsoil layer on steeper slopes, and allow infiltration and root penetration to greater depth. Prior to seeding, the soil surface should be rough and the seedbed should be firm, but neither too loose nor compacted. The upper layer of soil should be in a condition suitable for seeding at the proper depth and conducive to plant growth. Seed-to-soil contact is the key to good germination. Seed Mix for Temporary Vegetation To provide temporary vegetative cover on disturbed areas which will not be paved, built upon, or fully landscaped or worked for an extended period (typically 30 days or more), plant an annual grass appropriate for the time of planting and mulch the planted areas. Annual grasses suitable for the Denver metropolitan area are listed in Table TS/PS-1. These are to be considered only as general recommendations when specific design guidance for a particular site is not available. Local governments typically specify seed mixes appropriate for their jurisdiction. Seed Mix for Permanent Revegetation To provide vegetative cover on disturbed areas that have reached final grade, a perennial grass mix should be established. Permanent seeding should be performed promptly (typically within 14 days) after reaching final grade. Each site will have different characteristics and a landscape professional or the local jurisdiction should be contacted to determine the most suitable seed mix for a specific site. In lieu of a specific recommendation, one of the perennial grass mixes appropriate for site conditions and growth season listed in Table TS/PS-2 can be used. The pure live seed (PLS) rates of application recommended in these tables are considered to be absolute minimum rates for seed applied using proper drill-seeding equipment. If desired for wildlife habitat or landscape diversity, shrubs such as rubber rabbitbrush (Chrysothamnus nauseosus), fourwing saltbush (Atriplex canescens) and skunkbrush sumac (Rhus trilobata) could be added to the upland seedmixes at 0.25, 0.5 and 1 pound PLS/acre, respectively. In riparian zones, planting root stock of such species as American plum (Prunus americana), woods rose (Rosa woodsii), plains cottonwood (Populus sargentii), and willow (Populus spp.) may be considered. On non-topsoiled upland sites, a legume such as Ladak alfalfa at 1 pound PLS/acre can be included as a source of nitrogen for perennial grasses. Temporary and Permanent Seeding (TS/PS) EC-2 June 2012 Urban Drainage and Flood Control District TS/PS-3 Urban Storm Drainage Criteria Manual Volume 3 Seeding dates for the highest success probability of perennial species along the Front Range are generally in the spring from April through early May and in the fall after the first of September until the ground freezes. If the area is irrigated, seeding may occur in summer months, as well. See Table TS/PS-3 for appropriate seeding dates. Table TS/PS-1. Minimum Drill Seeding Rates for Various Temporary Annual Grasses Speciesa (Common name) Growth Seasonb Pounds of Pure Live Seed (PLS)/acrec Planting Depth (inches) 1. Oats Cool 35 - 50 1 - 2 2. Spring wheat Cool 25 - 35 1 - 2 3. Spring barley Cool 25 - 35 1 - 2 4. Annual ryegrass Cool 10 - 15 ½ 5. Millet Warm 3 - 15 ½ - ¾ 6. Sudangrass Warm 5–10 ½ - ¾ 7. Sorghum Warm 5–10 ½ - ¾ 8. Winter wheat Cool 20–35 1 - 2 9. Winter barley Cool 20–35 1 - 2 10. Winter rye Cool 20–35 1 - 2 11. Triticale Cool 25–40 1 - 2 a Successful seeding of annual grass resulting in adequate plant growth will usually produce enough dead-plant residue to provide protection from wind and water erosion for an additional year. This assumes that the cover is not disturbed or mowed closer than 8 inches. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3:1 or where access limitations exist. When hydraulic seeding is used, hydraulic mulching should be applied as a separate operation, when practical, to prevent the seeds from being encapsulated in the mulch. b See Table TS/PS-3 for seeding dates. Irrigation, if consistently applied, may extend the use of cool season species during the summer months. c Seeding rates should be doubled if seed is broadcast, or increased by 50 percent if done using a Brillion Drill or by hydraulic seeding. EC-2 Temporary and Permanent Seeding (TS/PS) TS/PS-4 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses Commona Name Botanical Name Growth Seasonb Growth Form Seeds/ Pound Pounds of PLS/acre Alakali Soil Seed Mix Alkali sacaton Sporobolus airoides Cool Bunch 1,750,000 0.25 Basin wildrye Elymus cinereus Cool Bunch 165,000 2.5 Sodar streambank wheatgrass Agropyron riparium 'Sodar' Cool Sod 170,000 2.5 Jose tall wheatgrass Agropyron elongatum 'Jose' Cool Bunch 79,000 7.0 Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 5.5 Total 17.75 Fertile Loamy Soil Seed Mix Ephriam crested wheatgrass Agropyron cristatum 'Ephriam' Cool Sod 175,000 2.0 Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1.0 Lincoln smooth brome Bromus inermis leyss 'Lincoln' Cool Sod 130,000 3.0 Sodar streambank wheatgrass Agropyron riparium 'Sodar' Cool Sod 170,000 2.5 Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 7.0 Total 15.5 High Water Table Soil Seed Mix Meadow foxtail Alopecurus pratensis Cool Sod 900,000 0.5 Redtop Agrostis alba Warm Open sod 5,000,000 0.25 Reed canarygrass Phalaris arundinacea Cool Sod 68,000 0.5 Lincoln smooth brome Bromus inermis leyss 'Lincoln' Cool Sod 130,000 3.0 Pathfinder switchgrass Panicum virgatum 'Pathfinder' Warm Sod 389,000 1.0 Alkar tall wheatgrass Agropyron elongatum 'Alkar' Cool Bunch 79,000 5.5 Total 10.75 Transition Turf Seed Mixc Ruebens Canadian bluegrass Poa compressa 'Ruebens' Cool Sod 2,500,000 0.5 Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1.0 Citation perennial ryegrass Lolium perenne 'Citation' Cool Sod 247,000 3.0 Lincoln smooth brome Bromus inermis leyss 'Lincoln' Cool Sod 130,000 3.0 Total 7.5 Temporary and Permanent Seeding (TS/PS) EC-2 June 2012 Urban Drainage and Flood Control District TS/PS-5 Urban Storm Drainage Criteria Manual Volume 3 Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses (cont.) Common Name Botanical Name Growth Seasonb Growth Form Seeds/ Pound Pounds of PLS/acre Sandy Soil Seed Mix Blue grama Bouteloua gracilis Warm Sod-forming bunchgrass 825,000 0.5 Camper little bluestem Schizachyrium scoparium 'Camper' Warm Bunch 240,000 1.0 Prairie sandreed Calamovilfa longifolia Warm Open sod 274,000 1.0 Sand dropseed Sporobolus cryptandrus Cool Bunch 5,298,000 0.25 Vaughn sideoats grama Bouteloua curtipendula 'Vaughn' Warm Sod 191,000 2.0 Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 5.5 Total 10.25 Heavy Clay, Rocky Foothill Seed Mix Ephriam crested wheatgrassd Agropyron cristatum 'Ephriam' Cool Sod 175,000 1.5 Oahe Intermediate wheatgrass Agropyron intermedium 'Oahe' Cool Sod 115,000 5.5 Vaughn sideoats gramae Bouteloua curtipendula 'Vaughn' Warm Sod 191,000 2.0 Lincoln smooth brome Bromus inermis leyss 'Lincoln' Cool Sod 130,000 3.0 Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 5.5 Total 17.5 a All of the above seeding mixes and rates are based on drill seeding followed by crimped straw mulch. These rates should be doubled if seed is broadcast and should be increased by 50 percent if the seeding is done using a Brillion Drill or is applied through hydraulic seeding. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3:1. If hydraulic seeding is used, hydraulic mulching should be done as a separate operation. b See Table TS/PS-3 for seeding dates. c If site is to be irrigated, the transition turf seed rates should be doubled. d Crested wheatgrass should not be used on slopes steeper than 6H to 1V. e Can substitute 0.5 lbs PLS of blue grama for the 2.0 lbs PLS of Vaughn sideoats grama. EC-2 Temporary and Permanent Seeding (TS/PS) TS/PS-6 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 Table TS/PS-3. Seeding Dates for Annual and Perennial Grasses Annual Grasses (Numbers in table reference species in Table TS/PS-1) Perennial Grasses Seeding Dates Warm Cool Warm Cool January 1–March 15   March 16–April 30 4 1,2,3   May 1–May 15 4  May 16–June 30 4,5,6,7 July 1–July 15 5,6,7 July 16–August 31 September 1–September 30 8,9,10,11 October 1–December 31   Mulch Cover seeded areas with mulch or an appropriate rolled erosion control product to promote establishment of vegetation. Anchor mulch by crimping, netting or use of a non-toxic tackifier. See the Mulching BMP Fact Sheet for additional guidance. Maintenance and Removal Monitor and observe seeded areas to identify areas of poor growth or areas that fail to germinate. Reseed and mulch these areas, as needed. An area that has been permanently seeded should have a good stand of vegetation within one growing season if irrigated and within three growing seasons without irrigation in Colorado. Reseed portions of the site that fail to germinate or remain bare after the first growing season. Seeded areas may require irrigation, particularly during extended dry periods. Targeted weed control may also be necessary. Protect seeded areas from construction equipment and vehicle access. Stabilized Staging Area (SSA) SM-6 November 2010 Urban Drainage and Flood Control District SSA-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph SSA-1. Example of a staging area with a gravel surface to prevent mud tracking and reduce runoff. Photo courtesy of Douglas County. Description A stabilized staging area is a clearly designated area where construction equipment and vehicles, stockpiles, waste bins, and other construction-related materials are stored. The contractor office trailer may also be located in this area. Depending on the size of the construction site, more than one staging area may be necessary. Appropriate Uses Most construction sites will require a staging area, which should be clearly designated in SWMP drawings. The layout of the staging area may vary depending on the type of construction activity. Staging areas located in roadways due to space constraints require special measures to avoid materials being washed into storm inlets. Design and Installation Stabilized staging areas should be completed prior to other construction activities beginning on the site. Major components of a stabilized staging area include:  Appropriate space to contain storage and provide for loading/unloading operations, as well as parking if necessary.  A stabilized surface, either paved or covered, with 3-inch diameter aggregate or larger.  Perimeter controls such as silt fence, sediment control logs, or other measures.  Construction fencing to prevent unauthorized access to construction materials.  Provisions for Good Housekeeping practices related to materials storage and disposal, as described in the Good Housekeeping BMP Fact Sheet.  A stabilized construction entrance/exit, as described in the Vehicle Tracking Control BMP Fact Sheet, to accommodate traffic associated with material delivery and waste disposal vehicles. Over -sizing the stabilized staging area may result in disturbance of existing vegetation in excess of that required for the project. This increases costs, as well as requirements for long-term stabilization following the construction period. When designing the stabilized staging area, minimize the area of disturbance to the extent practical. Stabilized Staging Area Functions Erosion Control Yes Sediment Control Moderate Site/Material Yes SM-6 Stabilized Staging Area (SSA) SSA-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 See Detail SSA-1 for a typical stabilized staging area and SSA-2 for a stabilized staging area when materials staging in roadways is required. Maintenance and Removal Maintenance of stabilized staging areas includes maintaining a stable surface cover of gravel, repairing perimeter controls, and following good housekeeping practices. When construction is complete, debris, unused stockpiles and materials should be recycled or properly disposed. In some cases, this will require disposal of contaminated soil from equipment leaks in an appropriate landfill. Staging areas should then be permanently stabilized with vegetation or other surface cover planned for the development. Minimizing Long-Term Stabilization Requirements  Utilize off-site parking and restrict vehicle access to the site.  Use construction mats in lieu of rock when staging is provided in an area that will not be disturbed otherwise.  Consider use of a bermed contained area for materials and equipment that do not require a stabilized surface.  Consider phasing of staging areas to avoid disturbance in an area that will not be otherwise disturbed. Stabilized Staging Area (SSA) SM-6 November 2010 Urban Drainage and Flood Control District SSA-3 Urban Storm Drainage Criteria Manual Volume 3 SM-6 Stabilized Staging Area (SSA) SSA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stockpile Management (SP) MM-2 November 2010 Urban Drainage and Flood Control District SP-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph SP-1. A topsoil stockpile that has been partially revegetated and is protected by silt fence perimeter control. Description Stockpile management includes measures to minimize erosion and sediment transport from soil stockpiles. Appropriate Uses Stockpile management should be used when soils or other erodible materials are stored at the construction site. Special attention should be given to stockpiles in close proximity to natural or manmade storm systems. Design and Installation Locate stockpiles away from all drainage system components including storm sewer inlets. Where practical, choose stockpile locations that that will remain undisturbed for the longest period of time as the phases of construction progress. Place sediment control BMPs around the perimeter of the stockpile, such as sediment control logs, rock socks, silt fence, straw bales and sand bags. See Detail SP-1 for guidance on proper establishment of perimeter controls around a stockpile. For stockpiles in active use, provide a stabilized designated access point on the upgradient side of the stockpile. Stabilize the stockpile surface with surface roughening, temporary seeding and mulching, erosion control blankets, or soil binders. Soils stockpiled for an extended period (typically for more than 60 days) should be seeded and mulched with a temporary grass cover once the stockpile is placed (typically within 14 days). Use of mulch only or a soil binder is acceptable if the stockpile will be in place for a more limited time period (typically 30-60 days). Timeframes for stabilization of stockpiles noted in this fact sheet are "typical" guidelines. Check permit requirements for specific federal, state, and/or local requirements that may be more prescriptive. Stockpiles should not be placed in streets or paved areas unless no other practical alternative exists. See the Stabilized Staging Area Fact Sheet for guidance when staging in roadways is unavoidable due to space or right-of-way constraints. For paved areas, rock socks must be used for perimeter control and all inlets with the potential to receive sediment from the stockpile (even from vehicle tracking) must be protected. Maintenance and Removal Inspect perimeter controls and inlet protection in accordance with their respective BMP Fact Sheets. Where seeding, mulch and/or soil binders are used, reseeding or reapplication of soil binder may be necessary. When temporary removal of a perimeter BMP is necessary to access a stockpile, ensure BMPs are reinstalled in accordance with their respective design detail section. Stockpile Management Functions Erosion Control Yes Sediment Control Yes Site/Material Management Yes MM-2 Stockpile Management (SM) SP-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 When the stockpile is no longer needed, properly dispose of excess materials and revegetate or otherwise stabilize the ground surface where the stockpile was located. Stockpile Management (SP) MM-2 November 2010 Urban Drainage and Flood Control District SP-3 Urban Storm Drainage Criteria Manual Volume 3 MM-2 Stockpile Management (SM) SP-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stockpile Management (SP) MM-2 November 2010 Urban Drainage and Flood Control District SP-5 Urban Storm Drainage Criteria Manual Volume 3 MM-2 Stockpile Management (SM) SP-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC-5 November 2010 Urban Drainage and Flood Control District RS-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph RS-1. Rock socks placed at regular intervals in a curb line can help reduce sediment loading to storm sewer inlets. Rock socks can also be used as perimeter controls. Description A rock sock is constructed of gravel that has been wrapped by wire mesh or a geotextile to form an elongated cylindrical filter. Rock socks are typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as curb socks. Rock socks are intended to trap sediment from stormwater runoff that flows onto roadways as a result of construction activities. Appropriate Uses Rock socks can be used at the perimeter of a disturbed area to control localized sediment loading. A benefit of rock socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present. Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS-1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's height. Once upstream stabilization is complete, rock socks and accumulated sediment should be removed and properly disposed. Rock Sock Functions Erosion Control No Sediment Control Yes Site/Material Management No SC-5 Rock Sock (RS) RS-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC-5 November 2010 Urban Drainage and Flood Control District RS-3 Urban Storm Drainage Criteria Manual Volume 3 Appendix F - Colorado Discharge Permit System (CDPS) Application Appendix G - Sample Inspection Log Appendix H – Floodplain Permit Appendix I – GroundWater Information TH-1 TH-2 TH-4 TH-7 TH-8 TH-6 TH-5 TH-3 Mulberry Road 11 10 9 8 6 7 MULBERRY RD. VINE DR.I - 25CR 9ESITE LEGEND: INDICATES APPROXIMATE LOCATION OF EXPLORATORY BORING INDICATES DEPTH-TO-GROUNDWATER (FEET) TH-1 7 HARTFORD HOMES SPRINGER-FISCHER PROPERTY CTL I T PROJECT NO. FC07733-115 FIGURE 4 Depth-to-Groundwater Countour Map VICINITY MAP (FORT COLLINS, COLORADO) NOT TO SCALE 500' APPROXIMATE SCALE: 1" = 500' Appendix J – Site Map and Design Drawings Erosion Control Plans Erosion Control Phasing Plan Overall Grading Exhibit for Offsite Flow Landscape Plan MCK JEP ERSOSION CONTROL COVER SHEET C9.0 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C9.XX_EC Cover Sheet.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 HARTFORD HOMES BLOOM FILING TWO EROSION CONTROL PLAN EROSION CONTROL PLAN APRIL 2023 BEING A REPLAT OF TRACT AA, BB, AND CC, BLOOM FILING ONE LOCATED IN THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. FORT COLLINS, CO SITES. TIMBERLINE RD.E. VINE DRIVE INTERSTATE - 25 A. GENERAL EROSION CONTROL REQUIREMENTS THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING. 1.THE PROPERTY OWNER, OWNER’S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. 2.THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. 3.THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. 4.THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS. 5.THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 6.AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 7.ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. 8.AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 9.ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. 10.THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS’ 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 11.THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. 12.THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS. 13.ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. 14.THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. 15.AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL. 16.INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR. 17.ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. 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 DRAINAGE WAY. 18.ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC. 19.ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES’ DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES B. LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS 20.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 21.PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. 22.ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. 23.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. 24.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. 25.ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 26.ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 27.ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 28.ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. 29.ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. 30.NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 31.ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. B.VEHICLE TRACKING 32.AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). 33.IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. 34.CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). 35.IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. C. LOADING AND UNLOADING OPERATIONS 36.THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. D. OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS 37.ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 38.ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY ALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. E. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING 39.PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. F. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS 40.THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. G. CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT 41.ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. 42.THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS. H. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS 43.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. I. CONCRETE SAW CUTTING MATERIALS 44.SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. J. WASTE MATERIALS STORAGE AND SANITARY FACILITIES 45.TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. 46.SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. K. OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS 47.SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE’S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 48.SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. L. FINAL STABILIZATION AND PROJECT COMPLETION 49.ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY. 50.ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 51.ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. 52.SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 53.ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. 54.ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. 55.ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 56.THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 57.THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. 58.THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. MCK JEP EROSION CONTROL NOTES C9.1 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.XX_ErosionControlNotes.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CENTERLINE DITCH CENTERLINE DITCH DIRT DITCH WFW FM M W F M WF M W F M MW FMW F W F M MWF WFMWFMWF MMW F - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.0_OVERALL_EROSION CONTROL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R OVERALL EROSION CONTROL PLAN C9.2 TMS JEP C9.3 C9.6 C9.9 C9.4 C9.7 C9.10 C9.8 C9.5 C9.11 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.1_EROSION CONTROL_INITIAL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R INITIAL EROSION CONTROL PLAN C9.3 TMS JEP C9.3 C9.4C9.5 MATCHLINE-SEE SHEET C9.7 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.1_EROSION CONTROL_INITIAL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R INITIAL EROSION CONTROL PLAN C9.4 TMS JEP MATCHLINE-SEE SHEET C9.6 MATCHLINE-SEE SHEET C9.8C9.3 C9.4C9.5 CENTERLINE DITCH - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.1_EROSION CONTROL_INITIAL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R INITIAL EROSION CONTROL PLAN C9.5 TMS JEPMATCHLINE-SEE SHEET C9.7C9.3 C9.4C9.5 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.1_EROSION CONTROL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R INTERIM EROSION CONTROL PLAN C9.6 TMS JEP C9.6 C9.7C9.8 MATCHLINE-SEE SHEET C9.7 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.1_EROSION CONTROL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R INTERIM EROSION CONTROL PLAN C9.7 TMS JEP C9.6 C9.7C9.8 MATCHLINE-SEE SHEET C9.6 MATCHLINE-SEE SHEET C9.8 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.1_EROSION CONTROL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R INTERIM EROSION CONTROL PLAN C9.8 TMS JEP C9.6 C9.7C9.8 MATCHLINE-SEE SHEET C9.7 WFW FM MWFMWFMWF MMW F - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.1_FINAL EROSION CONTROL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R FINAL EROSION CONTROL PLAN C9.9 TMS JEP C9.9 C9.10C9.11 MATCHLINE-SEE SHEET C9.7 W F M W F M MW F - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.1_FINAL EROSION CONTROL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R FINAL EROSION CONTROL PLAN C9.10 TMS JEP MATCHLINE-SEE SHEET C9.6 MATCHLINE-SEE SHEET C9.8C9.9 C9.10C9.11 CENTERLINE DITCH WF M W F M MW FMW F W F M M- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.1_FINAL EROSION CONTROL.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R FINAL EROSION CONTROL PLAN C9.11 TMS JEPMATCHLINE-SEE SHEET C9.7C9.9 C9.10C9.11 CENTERLINE DITCH CENTERLINE DITCH DIRT DITCH WFW FM M W F M WF M W F M MW FMW F W F M MWF WFMWFMWF MMW F - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.xx_EROSION CONTROL PHASING.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ERSOSION CONTROL PHASING PLAN C9.12 MCK JEP C9.12 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.4_EROSION CONTROL_Details.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EROSION CONTROL DETAILS C9.13 TMS JEP - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F2\HFH045_C11.4_EROSION CONTROL_Details.dwg - Matthew Kasch - 4/25/2023Init.#Issue / DescriptionDateBLOOM FILING TWOFINAL DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: HFH045 04.26.2023 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EROSION CONTROL DETAILS C9.14 TMS JEP DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE AC SE 8 ACER NEGUNDO `SENSATION`SENSATION BOX ELDER MAPLE B & B 2"CAL CA SP 12 CATALPA SPECIOSA NORTHERN CATALPA B & B 2"CAL CE OC 6 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2"CAL CE PR 23 CELTIS OCCIDENTALIS 'JFS-KSU1'PRAIRIE SENTINEL HACKBERRY B & B 2"CAL GL SH 6 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER'SHADEMASTER HONEY LOCUST B & B 2"CAL KO PA 7 KOELREUTERIA PANICULATA GOLDEN RAIN TREE B & B 2"CAL PL AC 8 PLATANUS X ACERIFOLIA LONDON PLANE TREE B & B 2"CAL PO ER 4 POPULUS TREMULOIDES ERECTA SWEDISH ASPEN B & B 2"CAL QU RO 9 QUERCUS MUEHLENBERGII CHICKAPIN OAK B & B 2"CAL QU RP 17 QUERCUS ROBUR `REGAL PRINCE`REGAL PRINCE ENGLISH OAK B & B 2"CAL UL AC 9 ULMUS 'MORTON' ACCOLADE TM ACCOLADE ELM B & B 2"CAL EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE JU SP 6 JUNIPERUS CHINENSIS `SPARTAN`SPARTAN JUNIPER B & B 6` HEIGHT PI DE 1 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HEIGHT PI NS 6 PICEA GLAUCA 'NORTH STAR'NORTH STAR WHITE SPRUCE B & B 6` HEIGHT PI BB 11 PICEA PUNGENS 'BABY BLUE EYES'BABY BLUE EYES COLORADO BLUE SPRUCE B & B 6` HEIGHT PI BA 3 PICEA PUNGENS 'BAKERI'BAKERI BLUE SPRUCE B & B 6` HEIGHT ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE PR AM 3 PRUNUS AMERICANA AMERICAN PLUM B & B 6` CLUMP ORNAMENTAL/SMALL TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE AC GR 10 ACER GRANDIDENTATUM BIGTOOTH MAPLE B & B 1.5"CAL AL TE 8 ALNUS INCANA TENUIFOLIA THINLEAF ALDER B & B 1.5"CAL AM CA 8 AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE SERVICEBERRY B & B 1.5"CAL CR IN 8 CRATAEGUS CRUS-GALLI INERMIS THORNLESS COCKSPUR HAWTHORN B & B 1.5"CAL QU GA 1 QUERCUS GAMBELII GAMBEL OAK B & B 6` CLUMP SY IV 18 SYRINGA RETICULATA 'IVORY SILK'IVORY SILK JAPANESE TREE LILAC B & B 1.5"CAL TI FL 8 TILLA X FLAVESCENS 'GLENLEVEN'GLENLEVEN LINDEN B & B 1.5"CAL TILLA X FLAVESCENS 'GLENLEVEN' DECIDUOUS SHRUBS QTY BOTANICAL NAME COMMON NAME ROOT SIZE AR MO 19 ARONIA MELANOCARPA 'MORTON'IROQUOIS BEAUTY™ BLACK CHOKEBERRY CONT.#5 AS SY 43 ASCLEPIAS SYRIACA COMMON MILKWEED CONT.#5 BE CP 19 BERBERIS THUNBERGII `CRIMSON PYGMY`CRIMSON PYGMY BARBERRY CONT.#5 BE RU 46 BERBERIS THUNBERGII 'BAILONE'RUBY CAROUSEL® JAPANESE BARBERRY CONT.#5 BE GR 20 BERBERIS THUNBERGII 'GOLDEN ROCKET'GOLDEN ROCKET JAPANESE BARBERRY CONT.#5 BU WG 10 BUXUS MICROPHYLLA JAPONICA 'WINTER GEM'WINTER GEM JAPANESE BOXWOOD CONT.#5 CA BM 111 CARYOPTERIS X CLANDONENSIS 'BLUE MIST'BLUE MIST BLUEBEARD CONT.#5 CE RU 131 CENTRANTHUS RUBER RED VALERIAN CONT.#5 CE IN 20 CERCOCARPUS INTRICATUS LITTLE LEAF MOUNTAIN MAHOGONY CONT.#5 CO AF 12 CORNUS SERICEA `ARCTIC FIRE`ARCTIC FIRE DOGWOOD CONT.#5 CO IS 54 CORNUS SERICEA `ISANTI`ISANTI REDOSIER DOGWOOD CONT.#5 CO KE 39 CORNUS SERICEA `KELSEYI`KELSEYI DOGWOOD CONT.#5 EU CO 59 EUONYMUS ALATUS 'COMPACTUS'COMPACT BURNING BUSH CONT.#5 HE PA 13 HESPERALOE PARVIFLORA RED YUCCA CONT.#5 HI AM 24 HIBISCUS SYRIACUS 'AMPLISSIMUS'DOUBLE RED ROSE OF SHARON CONT.#5 IL GL 32 ILEX GLABRA INKBERRY HOLLY B & B #5 PH DM 76 PHYSOCARPUS OPULIFOLIUS 'DONNA MAY'LITTLE DEVIL NINEBARK CONT.#5 PO PB 156 POTENTILLA FRUTICOSA `PINK BEAUTY`PINK BEAUTY POTENTILLA CONT.#5 PR BE 27 PRUNUS BESSEYI WESTERN SAND CHERRY CONT.#5 PR PB 41 PRUNUS BESSEYI PAWNEE BUTTES CREEPING WESTERN SAND CHERRY CONT.#5 RH AA 39 RHUS TRILOBATA `AUTUMN AMBER`AUTUMN AMBER SUMAC CONT.#5 RI AL 21 RIBES ALPINUM ALPINE CURRANT CONT.#5 RO MS 15 ROSA X 'MORDEN SUNRISE'MORDEN SUNRISE SHRUB ROSE CONT.#5 RO NW 30 ROSA X 'NEARLY WILD'NEARLY WILD FLORIBUNDA ROSE CONT.#5 SA PU 21 SALIX PURPUREA `NANA`DWARF ARCTIC WILLOW CONT.#5 SP LP 40 SPIRAEA JAPONICA 'LITTLE PRINCESS'LITTLE PRINCESS SPIREA CONT.#5 SY AL 27 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY CONT.#5 SY ME 17 SYRINGA MEYERI `PALIBIN`DWARF KOREAN LILAC CONT.#5 VI SI 18 VIBURNUM CARLESII `SPICE ISLAND`SPICE ISLAND KOREANSPICE VIBURNUM CONT.#5 VI MA 2 VIBURNUM CARLESII SPICE BABY KOREANSPICE VIBURNUM CONT.#5 EVERGREEN SHRUBS QTY BOTANICAL NAME COMMON NAME ROOT SIZE AR CH 54 ARCTOSTAPHYLOS X COLORADOENSIS `CHIEFTAIN`CHIEFTAIN MANZANITA CONT.#5 AR PA 55 ARCTOSTAPHYLOS X COLORADOENSIS `PANCHITO`PANCHITO MANZANITA CONT.#5 DA BU 79 DAPHNE X BURKWOODII 'CAROL MACKIE'CAROL MACKIE DAPHNE CONT.#5 EU BL 17 EUONYMUS FORTUNEI `GREEN LANE`EUONYMUS 'GREEN LANE'CONT.#5 EU GL 33 EUONYMUS FORTUNEI `GREEN LANE`GREEN LANE WINTERCREEPER CONT.#5 JU BH 25 JUNIPERUS HORIZONTALIS `BAR HARBOR`BAR HARBOR CREEPING JUNIPER CONT.#5 JU AR 110 JUNIPERUS SABINA `ARCADIA`ARCADIA JUNIPER CONT.#5 JU BR 67 JUNIPERUS SABINA `BROADMOOR`BROADMOOR JUNIPER CONT.#5 JU CC 4 JUNIPERUS SABINA `CALGARY CARPET` TM CALGARY CARPET JUNIPER CONT.#5 PIC GL 32 PICEA PUNGENS 'GLOBOSA'DWARF GLOBE BLUE SPRUCE CONT.#7 PI GY 12 PINUS MUGO `HUMPY`HUMPY MUGO PINE CONT.#5 PI MO 15 PINUS MUGO `HUMPY'DWARF MOUNTAIN PINE CONT.#5 PI MU 164 PINUS MUGO `MOPS`MOPS MUGO PINE CONT.#5 PI BI 36 PINUS MUGO 'BIG TUNA'BIG TUNA MUGO PINE CONT.#5 ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME ROOT SIZE AN WI 116 ANDROPOGON GERARDII `WINDWALKER`WINDWALKER BIG BLUE STEM CONT.#1 AN SC 47 ANDROPOGON SCOPARIUS LITTLE BLUESTEM CONT.#1 BO BA 266 BOUTELOUA GRACILIS `BLONDE AMBITION`BLOND AMBITION BLUE GRAMA GRASS CONT.#1 CA AC 282 CALAMAGROSTIS X ACUTIFLORA FEATHER REED GRASS CONT.#1 CA KF 335 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS CONT.#1 DE TU 22 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS CONT.#1 FE EB 205 HELICTORICHON SEMPERVIRENS BLUE OAT GRASS CONT.#1 MI ML 137 MISCANTHUS SINENSIS `MORNING LIGHT`MORNING LIGHT EULALIS GRASS CONT.#1 MU RE 231 MUHLENBERGIA REVERCHONI `UNDAUNTED`UNDAUNTED RUBY MUHLY CONT.#1 NA TE 12 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS CONT.#1 SC SC 126 SCHIZACHYRIUM SCOPARIUM `BLAZE`BLAZE LITTLE BLUESTEM CONT.#1 SO NU 114 SORGHASTRUM NUTANS INDIAN GRASS CONT.#1 PERENNIALS QTY BOTANICAL NAME COMMON NAME ROOT SIZE AC MI 78 ACHILLEA 'MOONSHINE'MOONSHINE YARROW CONT.#1 AG SI 43 AGASTACHE CANA `SINNING` TM SONORAN SUNSET HUMMINGBIRD MINT CONT.#1 AL CE 9 ALLIUM CERNUUM NODDING ONION CONT.#1 DA PU 108 DALEA PURPUREA PURPLE PRAIRIE CLOVER CONT.#1 EC PU 135 ECHINACEA PURPUREA PURPLE CONEFLOWER CONT.#1 EN PE 70 ENGELMANNIA PERISTENIA ENGELMANN'S DAISY CONT.#1 EU PU 8 EUPATORIUM PURPUREUM JOE PYE WEED CONT.#1 GA OD 248 GALIUM ODORATUM SWEET WOODRUFF CONT.#1 HE ST 15 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY CONT.#1 HE HB 186 HEUCHERA X `HARVEST BURGUNDY`HARVEST BURGUNDY CORAL BELLS CONT.#1 HO MM 33 HOSTA X 'MINUTEMAN'MINUTEMAN HOSTA CONT.#1 HO PT 50 HOSTA X 'PATRIOT'PATRIOT HOSTA CONT.#1 HO VC 45 HOSTA X 'VICTORY'VICTORY HOSTA CONT.#1 LA AN 79 LAVANDULA ANGUSTIFOLIA `WEE ONE`WEE ONE DWARF ENGLISH LAVENDER CONT.#1 LA PH 63 LAVANDULA X INTERMEDIA `PHENOMENAL`PHENOMENAL LAVENDER CONT.#1 NE PS 80 NEPETA X `PSFIKE` TM LITTLE TRUDY CATMINT CONT.#1 NE WA 130 NEPETA X FAASSENII 'WALKER'S LOW'WALKER'S LOW CATMINT CONT.#1 PE RO 64 PENSTEMON ROSTRIFLORUS BRIDGE PENSTEMON CONT.#1 PE ME 24 PENSTEMON X MEXICALI 'P008S'RED ROCKS® PENSTEMON CONT.#1 RU FU 158 RUDBECKIA FULGIDA `GOLDSTRUM`BLACK-EYED SUSAN CONT.#1 SA MN 89 SALVIA X SYLVESTRIS `MAY NIGHT`MAY NIGHT SALVIA CONT.#1 SY OO 57 SYMPHYOTRICHUM OOLENTANGIENSE SKY BLUE ASTER CONT.#1 TH RE 9 THYMUS X 'RED CREEPING'RED CREEPING THYME CONT.#1 VI BV 391 VINCA MINOR `BOWLES`BOWLES COMMON PERIWINKLE CONT.#1 ZA GA 56 ZAUSCHNERIA GARRETTII 'PWWG01S'ORANGE CARPET® HUMMINGBIRD TRUMPET CONT.#1 LANDSCAPE NOTES & SCHEDULE LP001 GENERAL LANDSCAPE NOTES 1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. 2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. 3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. 5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. CITY OF FORT COLLINS SEED MIX NOTES 1.PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH AERATION AND ADDITION OF AMENDMENTS, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS. 2.IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY ENVIRONMENTAL PLANNER. 3.APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 4.DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN ½ INCH DEPTH. FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. 5.PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING ACTIVITIES. 6.AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER APPROPRIATE METHODS. PLASTIC BASED EROSION CONTROL MATERIALS (I.E., PLASTIC WELDED BLANKETS) SHALL NOT BE USED WITHOUT EXPRESS PERMISSION FROM THE ENVIRONMENTAL PLANNER AS THESE MATERIALS HAVE PROVEN TO CAUSE WILDLIFE ENTRAPMENT ISSUES. 7.WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS GERMINATED THEN WEEN THE SEED FROM IRRIGATION. IF IRRIGATION IS USED, THE IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL ENSURE 100% HEAD TO HEAD COVERAGE OVER ALL SEEDED AREAS. ALL METHODS AND REQUIREMENTS IN THE APPROVED IRRIGATION PLAN SHALL BE FOLLOWED. 8.CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 9.THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. IF AND WHEN MOWING OCCURS IN NATIVE GRASS SEED MIX AREAS DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. 10.NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH NO LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND EROSION CONTROL. 11.THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING COVERAGE AND GROWTH AT THE TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO THE SATISFACTION OF THE AGENCY, THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT. TREE SCHEDULE PLANT SCHEDULE 0.35 1.85 0.81 0.17 PLAINS COREOPSIS ROCKY. MTN. PENSTEMON INDIAN BLANKET FLOWER PURPLE PRAIRIE CLOVER 13.58 LBS/PLS/ACRE LBS/PLS/ACRE COMMON NAME MEXICAN HAT 0.20 TOTAL FOR UPLAND MIX RATIBIDA COLUMNIFERA BOTANICAL NAME GAILLARDIA ARISTATA PENSTEMON STRICTUS COREOPSIS TINCTORIA INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13 DALEA PURPUREA WILDFLOWERS GRASSESSIDEOATS GRAMA BOTTLEBRUSH SQUIRRELTAIL BLUE GRAMA BUFALOGRASS PRAIRIE JUNEGRASS KOELERIA MACRANTHA BOUTELOUA GRACILIS ELYMUS ELYMOIDES BOUTELOUA CURTIPENDULA GREEN NEEDLEGRASS BOUTELOUA DACTYLOIDES SWITCHGRASS SAND DROPSEED WESTERN WHEAT SPOROBOLUS CRYPTANDRUS PANICUM VIRGATUM PASCOPYRUM SMITHII 0.95 0.25 3.27 1.15 0.08 1.01 0.04 1.61 0.71 NASSELLA VIRIDULA NATIVE PRAIRIE SEED MIX OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION PLANT SCHEDULE CONT. % 1% 3% 4% 9% 4% 2% 4% 3% 3% 12% 3% 6% 4% 3% 4% 4% 5% TOTAL ROUNDED PERCENTAGE 100% % 1% POLLINATOR CONCEPT TO FOLLOW RECOMMENDATIONS IN BLOOM FILING ONE FOR POLLINATOR NODES AND CORRIDORS. SEE SHEET LP003 FOR POLLINATOR PLAN FOR FILING TWO. POLLINATOR CONCEPT COMMON NAME BOTANICAL NAME NATIVE SOD BLEND CREEPING RED FESCUE FESTUCA RUBRA PRAIRIE JUNEGRASS KOELERIA MACRANTHA TUFTED HAIRGRASS DESCHAMPSIA CESPITOSA SIDEOATS GRAMA BOUTELOUA CURTIPENDULA SHEEP FESCUE FESTUCA OVINA NATURE'S PRAIRIE TURF, TURF MASTER 6% 4% 1% 9% 4% 1% % % S S S WFW FM M W F M WF M W F M MW FMW F W F M S S S S S S S S S S MW F WFMWFMWF MMW F S SSSS SSSSS SSS S SSSSSSSS S S S S S S S S S S S S S S SS SS SSSSSSS SSSSSS S SS SSSSSSSSSSS SSSSS SSSSSS SSS SSSSSSS S S SSS SSSSSSSSSSS S S SSS SSS S S SSF F F F F SS S S S 865,720 42,666 620,008 TOTAL AVG. 10.7 1,528,394133,426 SF SYMBOL DESCRIPTION QTY WATER NEEDED (GALLONS/SF/YR)ANNUAL WATER USE (GALLONS) LOW WATER USE 14,222 SF 3 MODERATE WATER USE 86,572 SF 10 HIGH WATER USE 32,632 SF 19 HIGH WATER USE MODERATE WATER USE LOW WATER USE R HYDROZONE PLAN LP002 NORTH 0 5025 100 SCALE 1" = 50' A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE PERMIT NOTE LEGEND OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION HYDROZONE B GDEF A C B AC DEF G B AC DEF G MASTER PLAN MINOR POLLINATOR NODE MASTER PLAN MAJOR POLLINATOR NODE FILING 1 MASTER PLAN MAJOR POLLINATOR CORRIDOR MASTER PLAN MINOR POLLINATOR CORRIDOR MASTER PLAN MINOR POLLINATOR NODE FILING 1 MASTER PLAN MAJOR POLLINATOR NODE MASTER PLAN MINOR POLLINATOR NODE MASTER PLAN MAJOR POLLINATOR NODE FILING 1 MASTER PLAN MAJOR POLLINATOR CORRIDOR MASTER PLAN MINOR POLLINATOR CORRIDOR MASTER PLAN MINOR POLLINATOR NODE FILING 1 MASTER PLAN MAJOR POLLINATOR NODE R POLLINATOR PLAN LP003 NORTH 0 6030 120 SCALE 1" = 60' THE POLLINATOR PLAN FOR BLOOM FILING TWO APPLIES PRINCIPLES AND LOCATIONS FOR POLLINATORS AS ESTABLISHED IN THE BLOOM FILING ONE BDR. IN ADDITION TO PROVIDING POLLINATORS IN LOCATIONS PER THE OVERALL MASTER PLAN, ADDITIONAL POLLINATOR NODES ARE PROVIDED INTERIOR TO THE SITE TO FURTHER SUPPORT POLLINATOR HABITAT AND CONNECTIVITY. SEE SHEET LP004 FOR DETAILED NODE SPECIES LIST AND PLANT LAYOUT POLLINATOR REFERENCE NOTES LEGEND OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION BLOOM OVERALL POLLINATOR MASTER PLAN (FOR REFERENCE ONLY) 295'-7"98'-11"98'-10"100'-0"295'-6" PREVIOUSLY APPROVED POLLINATOR PLAN FROM FILING 1 LIMIT OF FILING TWO LIMIT OF FILING TWO LIMIT OF FILING TWO SMW F W F S SHEET 103BUILDING #8 (1) SY IV (7) NE PS (4) HE HB (3) RU FU (14) GA OD (4) EN PE (2) SP LP (3) SY OO (1) AR CH (5) CA KF (4) CO IS (6) MU RE A (9) GA OD (1) HI AM (4) CA BM (3) BE GR (3) PH DM (5) EU PU (1) LA PH (3) NA TE (5) GA OD (1) PIC GL (5) SY ME (5) MU RE (12) RU FU (7) AN SC (4) EN PE (3) RO MS (5) NE WA (2) RI AL (2) PE RO (4) SY OO (6) AG SI (2) SA MN (3) SO NU D (1) AL TE (9) GA OD (1) HO VC (11) BO BA (3) CO AF (3) VI BV (2) SY OO (1) AR PA (3) EU PU (5) ZA GA (5) PE RO (4) EN PE (3) CA BM (3) NE WA (3) CE RU (3) NA TE (6) AG SI (3) SA MN (5) CA KF (2) BU WG (3) HE HB C VAULTARIA WAY(2) SY IV (6) AN WI (3) RU FU (17) FE EB (10) AG SI (6) AG SI (3) EU GL (3) SO NU (3) PI BI (8) MU RE (5) HO VC (3) PE RO (2) SY ME (4) CE RU (12) LA AN (7) DA PU (4) SA MN (5) SP LP (3) AN SC (5) LA PH (3) AC MI (5) PE RO (1) SP LP (1) AR CH (4) CE RU (2) EU GL (4) NE WA (5) NE PS (4) ZA GA B (12) AN SC (3) JU AR (3) SP LP (4) AM CA (6) NE PS (3) PE RO (3) HE HB (3) DA PU (3) GA OD F AMENITY AREA D SEE ENLARGEMENT (11) GA OD (5) AC MI (2) JU BR (3) HO PT (1) SP LP (6) PE RO (6) PO PB (5) MU RE (12) RU FU (7) AN SC (4) EN PE (3) RO MS (5) NE WA (2) LA PH (3) SO NU E (12) AN SC (3) JU AR (11) FE EB (7) CA BM (3) JU AR (3) SP LP (5) AS SY G R POLLINATOR NODE PLANS LP004 NORTH 0 2010 40 SCALE 1" = 20' POLLINATOR NODE A OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION POLLINATOR NODE D POLLINATOR NODE C PRIMARY POLLINATOR NODE AREA: 275 FT2 BLOOM TIMES(INCLUDED BUT NOT LIMITED TO): SPRING, SUMMER, FALL LITTLE TRUDY CATMINT (NE LT), SPRING --> FALL COMMON MILK WEED (AS SY), SUMMER ENGELMANNS DAISY (EN PE), SUMMER PRIMARY POLLINATOR NODE AREA: 706 FT2 BLOOM TIMES(INCLUDED BUT NOT LIMITED TO): SPRING, SUMMER, FALL LITTLE TRUDY CATMINT (NE LT), SPRING --> FALL SWEET JOE PYE WEED (EU PU), SUMMER --> FALL HUMMING BIRD TRUMPET (VI BV), SPRING PRIMARY POLLINATOR NODE AREA: 661 FT2 BLOOM TIMES(INCLUDED BUT NOT LIMITED TO): SPRING, SUMMER, FALL LITTLE TRUDY CATMINT (NE LT), SPRING --> FALL BLUE MIST BLUEBEARD (CA BM), SUMMER --> FALL MAY NIGHT SALVIA (SA MN), SPRING -->SUMMER POLLINATOR NODE B PRIMARY POLLINATOR NODE AREA:1528 FT2 BLOOM TIMES(INCLUDED BUT NOT LIMITED TO): SPRING, SUMMER, FALL LITTLE TRUDY CATMINT (NE LT), SPRING --> FALL HUMMING BIRD TRUMPET (VI BV), SPRING MAY NIGHT SALVIA (SA MN), SPRING -->SUMMER POLLINATOR NODE F SECONDARY POLLINATOR NODE AREA: 92 FT2 PLANT TYPES:SPRING, SUMMER, FALL LITTLE TRUDY CATMINT (NE LT), SPRING --> FALL POLLINATOR NODE E SECONDARY POLLINATOR NODE AREA: 728 FT2 BLOOM TIMES(INCLUDED BUT NOT LIMITED TO): SPRING, SUMMER, FALL MOONSHINE YARROW (AC MO) -->SUMMER BLUE MIST BLUEBEARD (CA BM), SUMMER --> FALL POLLINATOR NODE G SECONDARY POLLINATOR NODE AREA: 625 FT2 PLANT TYPES:SPRING, SUMMER, FALL LITTLE TRUDY CATMINT (NE LT), SPRING --> FALL S S S WFW FM M W F M WF M W F M MW FMW F W F M S S S S S S S S S S MWF WFMWFMWF MMW F S SSSS SSSSS SSS S SSSSSSSS S S S S S S S S S S S S S S SS SS SSSSSSS SSSSSS S SS SSSSSSSSSSS SSSSS SSSSSS SSS SSSSSSS S S SSS SSSSSSSSSSS S S SSS SSS S S SSG G G F F F F F SS S S S VAULTVAULTVAULT VAULT VAULTVAULTVAULT VAULT VAULTVAULTVAULTVAULT VAULT VAULT VAULTVAULTVAULTVAULT VAULT VAU L T VAULTVAULTVAULT DELOZIER ROAD FUTURE 101 102 103104105 INTERNATIONAL BOULEVARD FLOURISH LANESYKES DRIVE COMET STREETARIA WAYCRUSADER STREET GREENFIELDS DRIVEARIA WAYDELOZIER ROADRESIDENTIAL LOTS - SEE BLOOM FILING ONE. RESIDENTIAL LOTS - SEE BLOOM FILING ONE. FUTURE DEVELOPMENT TRACT - SEE BLOOM FILING ONE FOR IMPROVEMENTS TO BE COMPLETED IN BLOOM FILING ONE. IRRIGATION/DETENTION POND - SEE BLOOM FILING ONE.BUILDING #11 BUILDING #10BUILDING #12 BUILDING #9 BUILDING #8BUILDING #13 BUILDING #5 BUILDING #3 BUILDING #2 BUILDING #1 BUILDING #4 BUILDING #6 BUILDING #7 AMENITY AREA A AMENITY AREA CROSSELYN STREETAMENITY AREA B B GDEF A C AMENITY AREA B. SEE ENLARGEMENT PLANS AMENITY AREA C SEE ENLARGEMENT PLANS. AMENITY AREA A SEE ENLARGEMENT PLAN AMENITY AREA D SEE ENLARGEMENT PLANS. NATIVE PRAIRIE MIX SHRUB BED SOD SPADE CUT EDGER BENCH/SEAT TRASH RECEPTACLE PET STATION CRUSHER FINES STOP SIGN STREET LIGHT STEEL EDGER SITE TRIANGLE COBBLE MULCH X POLLINATOR NODE LANDSCAPE BOULDER R OVERALL LANDSCAPE PLAN LP100 NORTH 0 5025 100 SCALE 1" = 50' A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE PERMIT NOTE LEGEND OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION S S S WFMSWFMWFMMW F SSSSSSSS WWWWWWWWG W F W F W F S WVAULTVAULT VA U L T VAULTSHEET 102 SHEET 101 SYKES DRIVE COMET STREETARIA WAYBUILDING #3 BUILDING #2 BUILDING #1 BUILDING #4 5' WALK - SEE BLOOM FILING ONE RESIDENTIAL LOTS - SEE BLOOM FILING ONE 5' WALK - SEE BLOOM FILING ONE STOP SIGN - SEE BLOOM FILING ONE CONCRETE WALK, TYP.GREENFIELDS DRIVEDRIVEWAY, TYP. AMENITY AREA A PROPERTY BOUNDARY/ROW TRANSFORMER, TYP SIGHT TRIANGLE AC UNIT W/ BOLLARDS, TYP. AC UNIT, TYP. SEE ENLARGEMENT PLAN BLOOM FILING ONE TREES. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE COORDINATED WITH FILING TWO LAYOUT AS DESIGN IS FINALIZED FOR EACH FILING. (2) CE PR (2) AL TE (1) CA SP (1) QU RO (1) AC SE (1) AC SE (1) AC SE (1) AC SE (1) AC SE (2) CE OC (2) TI FL (1) QU RO (1) GL SH (1) CE PR (1) CE PR (1) CE PR (1) CE PR (1) CE PR (1) CE PR (1) CE PR (1) CE PR (1) CR IN (3) GL SH (1) AL TE (1) KO PA (1) PL AC (1) SY IV (1) AL TE (1) TI FL (1) TI FL (1) CE OC (1) PI BB (1) CE PR (3) TI FL (1) CA SP (1) CE OC (1) PI DE (2) PI BA (3) BO BA (3) HE HB (2) EC PU (7) RU FU (2) CO AF (2) SP LP (4) AN WI (7) FE EB (3) CO KE (3) VI BV (5) FE EB (3) NE PS (2) CO AF (1) CO IS (3) RO NW (4) PI MU (2) PO PB (3) CE RU (7) NE PS (2) HO PT (2) HE HB (5) PI MU (3) HO PT (2) JU AR (5) CA AC (2) EC PU (2) JU BR (3) CA KF (6) MU RE (3) JU BR (5) VI BV (3) CA AC (8) VI BV (2) JU BR (6) MU RE (3) RO NW (4) SA MN (2) EC PU (8) CA KF (3) VI BV (3) NE WA (3) JU AR (8) SC SC (2) JU BR (4) SA MN (3) MU RE (6) VI BV (4) NE PS (3) RO NW (2) JU BR (9) FE EB (3) PI MU (2) PO PB (2) JU BR (3) HE HB (5) CA KF (3) VI BV (6) MU RE (4) HO VC (7) MU RE (4) HE PA (5) VI BV (4) AR CH (2) RH AA (3) MU RE (3) RU FU (3) PI MU (4) FE EB (3) MU RE (6) PH DM (3) BO BA (10) HE HB (2) HO VC (3) EU CO (5) NE WA (1) RU FU (4) MU RE (4) BO BA (4) HE HB (1) AC MI (6) PO PB (7) PI MU (4) SA PU (4) SC SC (3) PH DM (5) FE EB (2) GA OD (2) MU RE (2) MU RE (2) CA AC (1) CA AC (2) EU CO (2) EC PU (7) SA MN (3) PI MU (7) HE HB (13) FE EB (3) CE IN (2) RU FU (2) JU BR (4) FE EB (1) HE HB (2) CE IN (6) GA OD (1) AR PA (16) VI BV (7) AC MI (3) HE HB (3) EU CO (4) NE PS (2) AR CH (3) DA BU (8) BO BA (3) RH AA (14) MI ML (6) AS SY (4) JU BH (3) DA BU (3) AR CH (6) PH DM (4) HO VC (4) SY AL (5) RH AA (10) RU FU (11) MU RE (12) AG SI (6) DA PU (6) AR PA (5) EC PU (5) AN WI (8) PE RO(6) MI ML (3) PIC GL (8) HE HB (3) VI BV (5) BO BA (7) GA OD (5) BE GR (3) HO VC (2) SY OO (1) VI BV (3) MI ML (3) VI BV (3) MU RE (2) SA PU (1) PI BI (5) CA AC (6) VI BV (3) MU RE (4) PO PB (1) PI BI (2) PIC GL (4) PO PB (3) MU RE (3) CA KF (4) VI BV (4) CA AC (3) AC MI (3) HE HB (3) AC MI (4) CA KF (3) CA AC (2) EU CO (4) SO NU (4) AN WI (6) CA KF (2) NE WA (2) HI AM (4) FE EB (2) PI BI (6) CA KF (3) PI MU (2) PIC GL (4) SC SC (1) VI BV (1) RI AL (5) SY OO (9) VI BV (12) GA OD (4) CA KF (3) SO NU (3) EU CO (3) JU AR (4) HE HB (3) NE WA (3) PI MU (6) HE HB (3) CE IN (11) SC SC (5) AR MO (2) EC PU (13) CA KF (4) SC SC (2) PI MO (9) CA KF (7) SC SC (3) PI MU (6) RU FU (9) FE EB (6) CE IN (5) PI MU (2) SA PU (4) PO PB (7) HE HB (8) BO BA (3) HE PA (6) HE HB (3) AR MO (3) PO PB (3) SC SC (2) CO KE (2) ZA GA (5) BO BA (6) FE EB (2) RU FU (2) CO AF (2) DA PU (2) NE WA (1) AN WI (3) VI SI (2) BE CP (1) PIC GL (2) HI AM (3) RO NW (6) MU RE (3) NE WA (4) FE EB (2) PI MU (2) PI MO (2) EC PU (3) PO PB (2) PIC GL (8) SC SC(3) AC MI (3) PI BI (5) PO PB (5) BO BA (3) EU CO (10) CA KF (6) HE HB (4) PH DM (6) FE EB (6) NE PS (4) VI BV (3) RO MS (7) RU FU (4) VI BV (3) SC SC (10) PI MU (9) SA MN (4) BO BA (1) RI AL (3) CO IS (5) HO VC (3) PH DM (3) EU CO (4) HO MM (2) AC MI (4) CA KF (3) AN WI (6) FE EB (3) EC PU (11) CA KF (1) AC MI (2) PR BE (3) HE HB (3) CA AC (5) AN WI (4) GA OD (3) VI BV (3) NE PS (9) CA KF (3) CO IS (5) EC PU (6) EU GL (6) MI ML (6) HO PT (9) CA AC (12) VI BV (1) PR BE (4) NE WA (5) CA KF (20) VI BV (6) HO MM (10) SY OO (5) EC PU (8) BE GR (3) EU CO (3) VI SI (5) MI ML (9) CA AC (26) GA OD (5) CA AC (6) PH DM (6) EC PU (13) VI BV (4) CO IS (6) MI ML (5) HO VC (5) DA BU (2) PR BE (11) PO PB (5) AR CH (10) RO NW (3) JU BR (3) NE PS (7) VI BV (12) MU RE (5) NE WA (6) SC SC (2) AC MI (2) PIC GL (6) BO BA (4) PI MO (7) RU FU (6) NE PS (4) PO PB (3) AN WI (4) BE CP (6) FE EB (6) PE ME (1) PI MO (2) SA PU (6) RU FU (4) CA KF (3) CA KF (3) FE EB (2) VI BV (2) RU FU (2) VI MA (4) SY OO (1) HE HB (11) FE EB (5) SO NU (6) CA KF(3) HO VC (1) CA KF (3) RU FU (17) EC PU (9) PIC GL (9) SO NU (11) MI ML (6) MU RE (5) FE EB (6) RH AA (8) AR PA (5) SY AL (2) PI BI (7) AN WI (9) RU FU (6) PI MU (7) RU FU (7) VI BV (9) CA AC (2) PH DM (2) JU BH (6) MU RE (2) PR BE (13) SC SC (4) PR BE(2) RU FU (19) VI BV (4) MU RE (2) PH DM (2) BE RU (2) PH DM (4) MU RE (3) BE RU (2) PH DM (4) MU RE (4) MU RE (2) PH DM (3) BE RU (2) PH DM (3) AC MI (4) CA AC (3) BE RU (2) JU AR (3) BE RU (2) JU AR (4) CA AC (2) PH DM (3) AC MI (4) CA AC (3) BE RU (2) JU AR (2) PH DM (3) AC MI (3) BE RU (2) JU AR (4) CA AC (2) PH DM (3) AC MI (4) CA AC (3) HE PA (3) PI BI (3) CO KE (14) BO BA (3) SY AL (6) RU FU (4) PO PB (2) DA BU (2) IL GL (2) DA BU (2) CA AC (3) PI MU (4) CO KE (12) SC SC (4) VI BV (9) MI ML (14) AC MI (8) RI AL (5) RU FU (16) CA KF (5) AN WI (1) AC GR (3) QU RO (2) CA AC AMENITY AREA A SEE ENLARGEMENT PLAN NATIVE PRAIRIE MIX SHRUB BED SOD CRUSHER FINES SPADE CUT EDGER BENCH STEEL EDGER COBBLE MULCH LANDSCAPE BOULDER TRASH RECEPTACLE PET STATION STOP SIGN STREET LIGHT SITE TRIANGLE X POLLINATOR NODE SEE SHEETS LP003 & LP004 R LANDSCAPE PLAN LP101 NORTH 0 2010 40 SCALE 1" = 20' A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE PERMIT NOTELEGEND OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION KEY 101 102 103104105 NATIVE PRAIRIE MIX SHRUB BED SOD SPADE CUT EDGER BENCH TRASH RECEPTACLE PET STATION CRUSHER FINES STOP SIGN STREET LIGHT STEEL EDGER SITE TRIANGLE COBBLE MULCH X POLLINATOR NODE LANDSCAPE BOULDER SEE SHEETS LP003 & LP004 W F M W F M S S S WF M G W F SWWSHEET 102 SHEET 102 SHEET 103 SHEET 101 BUILDING #5 5' WALK - SEE BLOOM FILING ONE CONCRETE WALK, TYP. STREET LIGHT - SEE BLOOM FILING ONE GREENFIELDS DRIVEGARAGE 6 DRIVEWAY, TYP. BUILDING #6 BUILDING #7 TRANSFORMER, TYP SIGHT TRIANGLE AC UNIT W/ BOLLARDS, TYP. AC UNIT, TYP. BLOOM FILING ONE TREES. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE COORDINATED WITH FILING TWO LAYOUT AS DESIGN IS FINALIZED FOR EACH FILING. THESE TWO TREES TO BE INSTALLED ONLY IF SB RIGHT TURN LANE NOT INSTALLED ALONG GREEN FIELDS. SEE BLOOM FILING 1 (3) UL AC (2) CA SP (1) QU RP (1) PI BA (1) GL SH (2) CE OC (1) AC GR (1) GL SH (1) QU RP (1) CE PR (1) QU RP (1) CE PR (1) QU RP (1) AM CA (1) CE PR (1) CR IN (2) PL AC (1) AC SE (1) CR IN (2) PI BA (1) QU RO (14) CA BM (3) HI AM (6) LA PH (4) SO NU (2) AR CH (4) SP LP (3) VI SI (1) RH AA (3) HE HB (5) CE RU (2) NE WA (3) JU BR (2) LA PH (3) SO NU (3) SP LP (3) RI AL (2) NE WA (2) PE ME (3) EN PE (3) AR MO (9) CE RU (3) RH AA (4) AR MO (5) BO BA (9) HE HB (3) VI SI (5) DA BU (3) AR CH (3) CE IN (5) VI BV (9) CA KF (4) EC PU (3) AR CH (2) PO PB (3) SP LP (9) VI BV (3) PR PB (13) CA KF (2) PO PB (6) EC PU (5) JU BR (6) MU RE (4) CA KF (7) CE RU (2) AR PA (4) CE RU (3) DA PU (3) MU RE (10) PO PB (6) SO NU (4) PI MU (13) DA PU (8) HE HB (10) CE RU (5) JU AR (2) JU BR (5) PI MU (12) CA KF (3) NE WA (5) JU AR (3) NE WA(4) JU BR (4) SO NU (9) CA KF (5) SA MN (4) CA BM (3) PO PB (3) SP LP (3) BE CP (7) MU RE (4) VI BV (5) PI MU (3) BE CP (9) SC SC (8) CE RU (9) CA KF (9) PI MU (3) JU BR (6) PO PB (3) CA BM (3) PR BE(11) CA KF (6) SA MN (4) CA BM (3) SO NU (3) PR BE (8) PO PB (3) CA BM (3) CE RU (3) JU BR (8) SC SC (4) JU AR (7) FE EB (5) SA MN (9) PO PB (6) MI ML (6) MU RE (9) SO NU (3) PI BI (4) PR PB (7) AN WI (4) AR PA (8) PI MU (12) HE HB (6) EC PU (8) MU RE (4) AR PA (6) AN WI (6) MI ML (8) PI MU (3) PI BI (14) SO NU (5) HI AM (4) RH AA (2) JU BH (14) CA KF (2) MI ML (7) SC SC (4) AN WI (7) VI BV (2) JU AR (2) PO PB (2) JU BR (4) HO MM (3) DA PU (3) CA KF (2) MI ML (3) PI MU (5) PE ME (9) CA KF (3) RU FU (2) CE RU (2) SA MN (4) PI GY (4) PI GY (7) CA KF (8) CE RU (8) LA AN (3) CO IS (3) RU FU (6) GA OD (2) AS SY (2) AC MI (5) PI MU (3) HO PT (1) JU BR (4) BE CP (4) JU AR (2) GA OD (2) GA OD (3) HO MM (3) PI MU (5) ZA GA (4) DA PU (3) SA MN (5) FE EB (2) VI BV (1) DA BU (5) SA MN(2) JU BR (3) PI MU (3) NE WA (4) JU AR (3) SA MN (4) SO NU (5) PR PB (3) BE CP (3) JU AR (7) RU FU (13) SC SC (4) PR BE(2) RU FU (6) JU BH (19) VI BV (19) MU RE (12) CA AC (3) JU BR (4) CO KE (5) PH DM (3) PI MU (6) VI BV (3) JU AR (2) PI BI (2) JU AR (1) JU BR (3) SO NU (1) PI BI (3) JU AR (3) PH DM (2) PO PB (5) CA AC (1) PR PB (3) BE RU (2) JU AR (5) CA AC (1) PR PB (3) PH DM (5) CA AC (1) PR PB (3) BE RU (2) JU AR (5) CA AC (1) PR PB (3) BE RU (2) JU AR (5) CA AC (1) PR PB (3) PH DM (2) PO PB (2) SO NU (8) CA AC (2) PR PB (2) BE RU (2) PH DM (2) BE RU (3) SO NU (3) FE EB (8) VI BV (4) JU AR (3) PI MU (2) PI BI (3) JU BR (2) DA BU (2) JU AR (2) GA OD (5) CA AC (1) QU RP (2) GA OD (1) JU AR (3) JU AR (2) DA BU (5) CA AC (1) QU RP (1) JU AR (2) GA OD (1) JU AR (3) IL GL (5) CA AC (1) CE PR (2) GA OD (1) JU AR (3) JU AR (2) DA BU (5) CA AC (1) CE PR (1) JU AR (2) GA OD (2) JU AR (3) IL GL (5) CA AC (1) CE PR (2) GA OD (1) JU AR (2) JU AR (2) DA BU (5) CA AC (1) QU RP (2) GA OD (1) JU AR (2) JU AR (3) IL GL (1) QU RO (5) PR PB (4) RH AA (5) HI AM (6) EU BL (6) HO PT (6) EU BL (4) HE HB (7) CA KF (3) VI BV (2) HO MM (3) VI SI (2) AC MI (7) AS SY (3) SA MN (2) PE RO (5) DA PU (6) SC SC (4) CA KF (2) PR PB (2) RH AA (2) SA MN (2) HI AM (6) PO PB (2) PIC GL (2) PI BI (2) PH DM (3) JU BH (5) RU FU (3) MU RE (3) LA AN (2) AR CH (5) NE PS (7) FE EB (2) HI AM (5) NE PS (1) HO MM (3) PI MU (1) PI BI (2) CO AF (3) PR PB (4) BO BA (4) CA BM (4) MU RE (3) SA MN (4) FE EB (2) JU BH (3) AR CH (18) BO BA (6) PI MU (2) CA BM (1) PR PB (9) ZA GA (3) PI BI (3) CO IS (3) PH DM (3) AR CH (5) JU BH (4) PH DM (2) PR BE (3) JU SP (2) MU RE (2) MU RE (10) CE RU (5) HE HB (3) CA KF LANDSCAPE PLAN LP102 R NORTH 0 2010 40 SCALE 1" = 20' A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE PERMIT NOTE LEGEND KEY OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION 101 102 103104105 SMW F G W F S VAULTVAULTSHEET 104SHEET 102 SHEET 103 SHEET 103INTERNATIONAL BOULEVARD GREENFIELDS DRIVECRUSADER STREET IRRIGATION/DETENTION POND - SEE BLOOM FILING ONE PUMP STATION/PICNIC SHELTER - SEE BLOOM FILING ONE LIMIT OF AMENITY AREA AND LANDSCAPE IMPROVEMENTS, FILING TWO. SEE FILING TWO FOR AREAS EAST OF TRAIL. BUILDING #8 AMENITY AREA B. SEE ENLARGEMENT PLANS 10' WALK - SEE BLOOM FILING ONE 10' WALK - SEE BLOOM FILING ONEARIA WAY5' WALK - SEE BLOOM FILING ONELOOM FILING ONE TREET LIGHT - SEE LOOM FILING ONE CONCRETE WALK, TYP. STREET LIGHT - SEE BLOOM FILING ONE DRIVEWAY, TYP. MAILBOX - SEE BLOOM FILING ONE TRAIL, SEE BLOOM FILING ONE LIMIT OF AMENITY AREA AND LANDSCAPE IMPROVEMENTS, FILING TWO. SEE FILING ONE FOR AREAS SOUTH OF TRAIL. TRANSFORMER, TYP SEE BLOOM FILING ONE. CURB AND GUTTER TO BE CONSTRUCTED IN FILING ONE, SIDEWALK AND PARKWAY IN FUTURE FILINGS SIGHT TRIANGLE AC UNIT W/ BOLLARDS, TYP. BLOOM FILING ONE TREES. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE COORDINATED WITH FILING TWO LAYOUT AS DESIGN IS FINALIZED FOR EACH FILING. THESE FIVE TREES TO BE INSTALLED ONLY IF SB RIGHT TURN LANE NOT INSTALLED ALONG GREEN FIELDS. SEE BLOOM FILING 1 (1) SY IV (2) SY IV (6) AN WI (1) PI MU (3) RU FU (6) EN PE (17) FE EB (10) AG SI (6) AG SI (3) EU GL (3) SO NU (3) PI BI (8) MU RE (5) HO VC (3) PE RO (2) SY ME (4) CE RU (12) LA AN (7) DA PU (2) EN PE (4) FE EB (1) NE WA (6) ZA GA (5) CA KF (7) LA AN (2) PI GY (3) RO MS (4) AC MI (5) VI BV (3) MU RE (4) SA MN (5) FE EB (3) CA BM (1) DA BU (6) BO BA (4) CO KE (4) PO PB (3) PE RO (3) EN PE (4) EC PU (7) NE PS (8) FE EB(3) SY OO (5) RO NW (4) EC PU (7) AN SC (1) RI AL (3) PI MU (4) FE EB (5) RU FU (1) SP LP (8) CE RU (7) NE PS (4) HE HB (3) RU FU (14) GA OD (4) EN PE (2) SP LP (3) SY OO (1) AR CH (5) CA KF (4) CO IS (8) AS SY (5) MI ML (7) NE WA (7) GA OD (3) AR PA (7) VI BV (5) CA AC (3) SY OO (3) HO PT (5) GA OD (2) SY AL (5) VI BV (2) GA OD (3) MU RE (4) SA MN (5) SP LP (3) AN SC (5) LA PH (3) AC MI (5) PE RO (6) LA PH (2) GA OD (2) MI ML (9) JU AR (5) CO IS (3) CA KF (5) EC PU (4) HO VC (4) EU GL (3) NE WA (7) CA KF (5) EU CO (3) CO IS (5) BU WG (2) AR PA (3) SC SC (2) BO BA (3) PO PB (1) JU CC (2) MU RE (3) EN PE (2) LA PH (1) SP LP (1) AR CH (4) CE RU (2) EU GL (4) NE WA (5) NE PS (4) ZA GA (2) AR CH (1) AR CH (2) DA BU (6) MU RE (5) LA PH (3) MU RE (3) SP LP (3) PE ME (5) SO NU (3) RO NW (6) LA AN (3) NE WA (8) AN WI (8) CE RU (11) LA PH (7) EC PU (7) BO BA (9) LA AN (10) PO PB (3) RU FU (12) HE HB (2) PI BI (6) EU BL (1) RH AA (3) CO KE (3) SO NU (2) AR CH (1) PI BI (5) AN WI (4) LA PH (5) EN PE (1) RH AA (14) CA BM (8) CO KE (6) HE HB (3) HI AM (6) LA PH(3) JU BR (3) PE ME (3) AR MO (6) CE RU (1) BE RU (1) BE RU (2) RI AL (7) CA BM (7) SA MN BLOOM FILING ONE TREES. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE COORDINATED WITH FILING TWO LAYOUT AS DESIGN IS FINALIZED FOR EACH FILING. B (8) HO VC (2) MU RE (12) AN SC (3) DA PU (6) MI ML (1) CA BM (5) FE EB (3) JU AR (11) FE EB (7) CA BM (3) JU AR (3) SP LP (3) DA PU (5) AS SY G A AMENITY AREA B. SEE ENLARGEMENT PLANS NATIVE PRAIRIE MIX SHRUB BED SOD CRUSHER FINES SPADE CUT EDGER BENCH STEEL EDGER COBBLE MULCH LANDSCAPE BOULDER TRASH RECEPTACLE PET STATION STOP SIGN STREET LIGHT SITE TRIANGLE X POLLINATOR NODE SEE SHEETS LP003 & LP004 LANDSCAPE PLAN LP103 R NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION 101 102 103104105 A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE PERMIT NOTELEGEND KEY WF M MW F W F M S S S W S SHEET 104SHEET 103SHEET 105SHEET 104INTERNATIONAL BOULEVARD BUILDING #11 ARIA WAYBUILDING #10 BUILDING #9 AMENITY AREA C SEE ENLARGEMENT PLANS. CRUSADER STREET 10' WALK - SEE BLOOM FILING ONE 5' WALK - SEE BLOOM FILING ONE CONCRETE WALK, TYP. STOP SIGN - SEE BLOOM FILING ONE STREET LIGHT - SEE BLOOM FILING ONE CONCRETE WALK, TYP. DRIVEWAY, TYP. TRANSFORMER, TYP SEE BLOOM FILING ONE. CURB AND GUTTER TO BE CONSTRUCTED IN FILING ONE, SIDEWALK AND PARKWAY IN FUTURE FILINGS SIGHT TRIANGLE SIGHT TRIANGLE AC UNIT W/ BOLLARDS, TYP. LANDSCAPE BOULDERS, TYP. BLOOM FILING ONE TREES. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE COORDINATED WITH FILING TWO LAYOUT AS DESIGN IS FINALIZED FOR EACH FILING. (1) AL TE (3) GA OD (3) CE IN (3) LA AN (5) DA PU (5) AN SC (3) EC PU (5) LA PH (7) NE WA (5) CA AC (3) SY ME (6) PE RO (3) ZA GA (3) EN PE (5) EU BL (4) PI MU (6) SO NU (3) NE WA (3) SY ME (6) EN PE (3) AN SC (3) SO NU (3) HO MM (3) MU RE (6) SY OO (2) EU CO (3) AN WI (6) EN PE (8) CA KF (3) SY AL (4) HO MM (11) GA OD (4) NE PS (6) VI BV (2) CO IS (2) CA AC (2) MI ML (3) HO PT (5) VI BV (4) NE WA (3) CA AC (3) GA OD (5) CA KF (2) HO MM (6) VI BV (5) GA OD (5) CA AC (1) EC PU (2) SY OO (7) VI BV (1) CO AF (3) HE HB (7) GA OD (1) HO VC (7) CA AC (4) EC PU (2) DA BU (5) VI BV (3) HE HB (7) EC PU (4) VI BV (3) CA BM (4) HE HB (3) MI ML (4) SY OO (4) RH AA (5) HE HB (5) EC PU (2) PR BE (7) VI BV (13) GA OD (3) AR CH (3) RU FU (6) VI BV (3) PI MU (3) JU BR (2) PI MU (2) CA BM (3) AN WI (6) GA OD (3) JU BR (3) AG SI (2) EC PU (3) PE ME (6) DA PU (8) CA BM (11) GA OD (5) CE RU (5) AC MI (2) JU BR (3) HO PT (1) SP LP (6) PE RO (6) PO PB (9) GA OD (1) HI AM (4) CA BM (3) BE GR (3) RU FU (2) SY OO (6) CA AC (3) BU WG (2) HO MM (6) VI BV (4) GA OD (9) GA OD (1) HO VC (11) BO BA (3) CO AF (3) VI BV (2) SY OO (1) AR PA (3) EU PU (5) ZA GA (5) PE RO (4) EN PE (3) CA BM (3) NE WA (3) CE RU (3) NA TE (6) AG SI (3) SA MN (5) CA KF (3) NE PS (4) AC MI (2) JU AR (5) CA KF (3) EN PE (4) AN SC (2) PE RO (6) NA TE (3) PO PB (5) RU FU (6) AN WI (3) SA MN (5) CO KE (3) HE PA (3) PH DM (5) EU PU (1) LA PH (3) NA TE (5) GA OD (1) PIC GL (5) SY ME (5) MU RE (12) RU FU (7) AN SC (4) EN PE (3) RO MS (5) NE WA (2) BU WG (3) HE HB (2) RI AL (3) BO BA (1) MU RE (1) MU RE (2) LA PH (3) SO NU (2) GA OD (2) GA OD (2) HO PT (3) MI ML (1) EU GL (1) PI BI (2) GA OD (2) BE GR (2) PE RO (4) SY OO (6) AG SI (2) SA MN (3) SO NU (1) NE WA (1) BE RU (2) IL GL (2) DA BU (1) BE RU (1) BE RU (2) MI ML (12) EC PU (3) NE WA (14) CA KF (3) PR BE (2) CA AC (1) IL GL DE C AMENITY AREA C SEE ENLARGEMENT PLANS. NATIVE PRAIRIE MIX SHRUB BED SOD CRUSHER FINES SPADE CUT EDGER BENCH STEEL EDGER COBBLE MULCH LANDSCAPE BOULDER TRASH RECEPTACLE PET STATION STOP SIGN STREET LIGHT SITE TRIANGLE X POLLINATOR NODE SEE SHEETS LP003 & LP004 LANDSCAPE PLAN LP104 R NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION 101 102 103104105 A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE PERMIT NOTELEGEND KEY W F MMW F S S S W S SHEET 105SHEET 104BUILDING #11 CRUSADER STREET DELOZIER ROADBUILDING #12 BUILDING #13 INTERNATIONAL BOULEVARD 5' WALK - SEE BLOOM FILING ONE 10' WALK - SEE BLOOM FILING ONE FUTURE ROAD ALIGNMENT - SEE BLOOM FILING ONE CONCRETE WALK, TYP. STREET LIGHT - SEE BLOOM FILING ONE DRIVEWAY, TYP. TRANSFORMER, TYP SEE BLOOM FILING ONE. CURB AND GUTTER TO BE CONSTRUCTED IN FILING ONE, SIDEWALK AND PARKWAY IN FUTURE FILINGS SIGHT TRIANGLE AC UNIT W/ BOLLARDS, TYP. LANDSCAPE BOULDERS, TYP. LANDSCAPE BOULDERS, TYP. AMENITY AREA D SEE ENLARGEMENT PLANS. BLOOM FILING ONE TREES. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE COORDINATED WITH FILING TWO LAYOUT AS DESIGN IS FINALIZED FOR EACH FILING. (4) AM CA (6) LA AN (5) FE EB (4) PE RO (2) RU FU (3) PI MU (3) BO BA (3) PR PB (2) JU BR (2) JU BR (2) PR PB (5) PR PB (4) HE HB (3) DA BU (2) AR CH (3) AN WI (3) DA PU (1) JU BR (4) JU AR (6) CA KF (3) SY OO (3) AN WI (2) AR PA (6) VI BV (1) DA BU (2) VI BV (2) AR CH (4) CA KF (2) PI MU (3) EN PE (3) PO PB (2) CO IS (2) EN PE (1) PI MU (3) CA KF (5) EU CO (3) DA BU (3) HO PT (1) CO IS (1) AR PA (3) SO NU (1) DA BU (3) AC MI (3) AR PA (5) CE RU (3) EU CO (2) HO PT (3) BO BA (5) CE RU (4) DA PU (3) AR CH (1) NE WA (4) DA BU (2) NE WA (3) DA PU (3) NE WA (3) CA AC (3) HO PT (2) HI AM (4) CO IS (3) CA KF (2) AR CH (3) DA BU (6) DA PU (3) AR CH (6) EC PU (3) EU CO (2) VI BV (6) GA OD (2) CA KF (3) MI ML (1) SY OO (4) VI BV (3) EU GL (4) GA OD (3) HO PT (7) VI BV (2) SY AL (4) CA AC (5) VI BV (4) HO PT (6) GA OD (3) AR PA (2) CO IS (7) JU AR (6) MI ML (6) LA AN (5) CE RU (4) PE RO (3) RH AA (3) PO PB (2) PE ME (1) AS SY (4) CA BM (1) LA PH (4) RU FU (3) PO PB (3) ZA GA (2) AC MI (2) DA PU (2) BO BA (2) AC MI (1) LA PH (2) DA PU (3) CA BM (3) BO BA (3) ZA GA (2) CA BM (3) JU CC (8) BO BA (2) SY AL (2) AN WI (3) CE RU (2) CE RU (4) AN WI (3) CA BM (1) SY AL (2) CO IS (2) SY ME (3) CA KF (2) CO IS (11) GA OD (1) EC PU (3) EU GL (3) VI BV (3) MI ML (6) CA AC (1) AR PA (3) HO PT (2) VI BV (2) MI ML (7) VI BV (3) NE WA (3) CA AC (1) EU GL (4) HO PT (8) GA OD (7) CA AC (5) VI BV (1) EC PU (3) SY OO (2) MI ML (2) BE GR (3) HE HB (5) CA KF (2) HO MM (5) GA OD (6) VI BV (5) CA AC (4) EC PU (2) DA BU (2) MI ML (5) VI BV (5) CO IS (3) GA OD (1) DA BU (3) VI SI (11) CA AC (10) VI BV (4) ZA GA (4) RU FU (6) NE PS (3) PE RO (3) HE HB (3) DA PU (3) GA OD (2) LA PH (2) MU RE (2) SY ME (3) PO PB (3) PO PB (2) LA PH (3) PI MU (3) MU RE (4) JU BR (6) LA PH (3) MU RE (3) NE WA (4) PH DM (3) BO BA (3) PO PB (8) CA BM (1) AR MO (1) PIC GL (1) PR PB (3) AN SC (2) EN PE (4) MU RE (2) CA AC (5) BO BA (3) BO BA (3) DA BU (5) BO BA (1) MU RE (2) MU RE (2) GA OD (1) MU RE (3) MU RE (1) MU RE (3) ZA GA (6) CA AC (1) BE RU (1) BE RU (1) BE RU (2) BE RU (1) BE RU (1) IL GL (1) DA BU (3) AN WI (3) PR BE (4) AR PA (9) NE WA(3) MI ML (6) RO MS (5) EU GL (1) DA BU (2) BO BA F AMENITY AREA D SEE ENLARGEMENT PLANS. NATIVE PRAIRIE MIX SHRUB BED SOD CRUSHER FINES SPADE CUT EDGER BENCH STEEL EDGER COBBLE MULCH LANDSCAPE BOULDER TRASH RECEPTACLE PET STATION STOP SIGN STREET LIGHT SITE TRIANGLE X POLLINATOR NODE SEE SHEETS LP003 & LP004 LANDSCAPE PLAN LP105 R NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION 101 102 103104105 A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE PERMIT NOTELEGEND KEY G S (3) SP LP (8) BO BA (2) AR PA (3) DA BU (3) SC SC (10) CA BM (3) PI MU (3) JU BH (1) TI FL (4) CE RU (5) MI ML (2) EU CO (5) EU GL (5) SY AL (2) QU RO (1) AC GR (3) SP LP (5) PO PB (5) DA BU (35) BO BA (27) CA AC (12) HE ST (3) CA BM (22) DE TU (8) BO BA (3) EU CO (1) PI BB (2) RI AL (2) PI BB (3) DA BU (2) EU CO (6) CA BM (4) SC SC (3) BO BA (5) SA MN (2) EU CO (1) QU GA (1) CO IS (3) PI NS (5) BO BA (3) PO PB (3) SC SC (7) CA AC (3) PR AM (4) BO BA (1) LA AN (2) EN PE (2) DA PU (3) BO BA (1) EN PE (2) LA AN (2) EN PE (2) BO BA (2) AN SC (2) DA PU (2) BO BA (2) EN PE (3) BO BA (2) LA AN (2) BO BA (2) EN PE (1) AN SC (3) DA PU (3) BO BA (2) EN PE (3) DA PU (4) DA PU NATIVE PRAIRIE MIX SHRUB BED SOD SPADE CUT EDGER CRUSHER FINES STEEL EDGER COBBLE MULCH BENCH TRASH RECEPTACLE PET STATION STOP SIGN STREET LIGHT LANDSCAPE BOULDER WFM(3) PR BE (2) PIC GL (3) UL AC (3) PI BB (11) NE WA (5) FE EB (2) SA PU (5) HE HB (3) EU CO (3) PI MO (5) NE WA (3) PI MO (6) VI BV (11) AN WI (3) SA PU (3) SA PU (3) MI ML (3) SA PU (3) RU FU (11) IL GL (9) DA BU (12) VI BV (5) FE EB (3) FE EB (9) AL CE (3) HE ST (17) VI BV (9) TH RE (7) LA AN (4) NE WA (5) NE WA (3) AC MI (3) HE HB (5) AR PA (6) MU RE (10) HE HB (6) IL GL (7) LA AN (2) AR PA (3) PI NS (10) IL GL (3) AL TE (4) PIC GL LANDSCAPE PLAN ENLARGEMENT LP401 R NORTH 0 105 20 SCALE 1" = 10' OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION 401A 401B A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE PERMIT NOTELEGEND KEY 402A402B AMENITY AREA A AMENITY AREA B NATIVE PRAIRIE MIX SHRUB BED SOD SPADE CUT EDGER CRUSHER FINES STEEL EDGER COBBLE MULCH BENCH TRASH RECEPTACLE PET STATION STOP SIGN STREET LIGHT LANDSCAPE BOULDER WF M (8) CA BM (11) GA OD (5) AC MI (1) AC GR (7) NE PS (2) LA PH (10) RU FU (5) ZA GA (4) PE RO (5) PI MU (4) ZA GA (3) SO NU (5) VI BV (2) AS SY (3) CR IN (3) PI BB (6) NE PS (3) PE RO (3) PI MU (8) DA PU (2) EU CO (6) BO BA (4) BO BA (3) SO NU (5) AN WI (2) EU CO (3) CO IS (8) PI MU (9) AS SY (5) PE RO (3) DA PU (3) SO NU (6) CA KF (3) AS SY LANDSCAPE PLAN ENLARGEMENT LP402 R NORTH 0 105 20 SCALE 1" = 10' OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. STREET TREE PERMIT NOTELEGEND KEY 401A 401B 402A402B AMENITY AREA C AMENITY AREA D LANDSCAPE DETAILS LP501 1 2 3 2X ROOT BALL DIAMETER 120° 120° PRUNING NOTES: 1.ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS. 2.DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKING NOTES: 1.STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING SEASON. a.1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W. SIDE). b.1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR PREVAILING WIND SIDE AND 180° FROM THAT SIDE). c.3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM. 2.WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE. TREE PLANTING SCALE: 3/16" = 1'-0" 1 2 3 4 5 6 7 14 13 12 11 10 9 8 PLACE MINIMUM 1/2" PVC PIPE AROUND EACH WIRE, EXPOSED WIRE SHALL BE MAXIMUM 2" EACH SIDE 6'-0"UNTREATED WOOD POST, MINIMUM 1.5" DIAMETER, ALL SHALL BE DRIVEN OUTSIDE ROOTBALL AND IN UNDISTURBED SOIL TREE WRAP TO BE INSTALLED ONLY FROM OCTOBER 1 THROUGH APRIL 30, DECIDUOUS ONLY, WRAP FROM BASE OF TRUNK TO BOTTOM LIMB PLANT TREE SO THAT TOP MOST MAJOR ROOT IS 1"-2" ABOVE FINISHED GRADE 2'-0" RADIUS MULCH RING, VENTERED ON TRUNK, 3" DEPTH, DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK, FINISHED GRADE REFERENCES TOP OF MULCH 1:1 SLOPE ON SIDES OF PLANTING HOLE ROPES AT TOP OF ROOTBALL SHALL BE CUT, REMOVE TOP 1/3 OF BURLAP, NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED GROMMETED NYLON STRAPS GALVANIZED WIRE, MINIMUM 12 GAUGE CABLE,TWIST WIRE ONLY TO KEEP FROM SLIPPING 4-6" HIGH WATER SAUCER IN NON-TURF AREAS BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20%, BY VOLUME, ORGANIC MATERIAL, WATER THOROUGHLY WHEN BACKFILLING 2'-0" STEEL T-POST, ALL SHALL BE DRIVEN BELOW GRADE AND OUTSIDE ROOTBALL IN UNDISTURBED SOIL PLACE SOIL AROUND ROOT BALL FIRMLY, DO NOT COMPACT OR TAMP, SETTLE SOIL WITH WATER TO FILL ALL AIR POCKETS PLACE ROOT BALL ON UNDISTURBED SOIL TO PREVENT SETTLEMENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PLAN VIEW - THREE STAKES P R E V A I L I N G W I N D PERENNIAL PLANT LAYOUT SCALE: 1" = 1'-0" ON CENTER SPACING NOTES: 1.WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE PLANTS ARE MASSED. SPECIFIED MULCH, REFER TO MATERIAL SCHEDULE, SHEET L-XXX AMENDED PLANTING BED TILLED TO A DEPTH OF 6" CENTER OF PLANT 1 2 3 1 2 3 SECTION PLAN PLAN ON CURVE NOTE: 1.BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED. 2.CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT FROM ITS CONTAINER. 3.ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE FINISH GRADE OF THE MULCH LAYER. 4.DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER. 5.PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20% OF LIMBS. SHRUB PLANTING SCALE: 1 1/2" = 1'-0" SET SHRUB ROOT-BALL 1" HIGHER THAN FINISH GRADE FINISH GRADE (TOP OF MULCH) SPECIFIED MULCH TILL IN SPECIFIED SOIL AMENDMENT TO A DEPTH OF 8" IN BED BACKFILLED AMENDED SOIL UNDISTURBED SOIL 1 2 3 4 5 6 2X CONTAINER WIDTH 1X CONTAINER HEIGHT 3 4 5 6 2 1 TYPICALLY IRRIGATED TURFGRASS OR DRYLAND SEED VERTICAL SPADE CUT EDGE FILLED WITH SPECIFIED MULCH, TAPER EDGE OF BED SO MULCH IS DEEPER AGAINST SPADED EDGE. SPECIFIED DEPTH OF MULCH (TYPICALLY WOOD MULCH 3"-4" DEEP) PLANTING BED IRRIGATION HEADS SHOULD BE LOCATED ADJACENT TO MULCH BEDS, OFFSET HEAD INTO GRASS AREA TO ENSURE STABLE SUPPORT. 1 2 3 4 5 SPADE CUT EDGE SCALE: 1/2" = 1'-0" NOTES: 1. IF IRRIGATION HEAD IS LOCATED ADJACENT TO MULCH BEDS, OFFSET HEAD INTO GRASS AREA TO ENSURE STABLE SUPPORT. 6" 4"1 2 3 4 5 OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING TWOFINAL DEVELOPMENT PLAN (FDP)FORT COLLINS COHARTFORD ACQUISITIONS 4801 GOODMAN RD. TIMNATH, CO 80547 BSKS02/02/2022-PDP #1 04/13/2022-PDP #2 06/01/2022-PDP #3 07/27/2022-PDP #4 08/22/2022-PDP #5 01/18/2023-FDP #1 04/26/2023-FDP #2 R 244 North College Avenue #165 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com NOT FOR CONSTRUCTION 4