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SCHULTZ ENG. PROJECT NO.: 25005
<br />DRAWN BY: NES
<br />REVIEWED BY: BJS
<br />© SCHULTZ ENGINEERING & SITE
<br />DESIGN, PLLC 2025
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED ENGINEER UNDER THE LAWS
<br />OF THE STATE OF MINNESOTA
<br />18 SOUTH RIVERSIDE AVENUE, SUITE 230
<br />SARTELL, MINNESOTA 56377
<br />PH: (320) 339-0669
<br />FX: (866) 633-1830
<br />schultzeng@live.com
<br />www.schultzengdesign.com
<br />FOSS ROAD
<br />ST. ANTHONY VILLAGE, MN
<br />C5
<br />SWPPP - STANDARD
<br />NOTES
<br />ABLE VIEW
<br />ASSISTED LIVING
<br />DATENO.
<br />1
<br />2
<br />ISSUE DATE: 03/31/2025
<br />xx/xx/2025
<br />xx/xx/2025
<br />REVISIONS
<br />SCHULTZ ENGINEERING& SITE DESIGN
<br />DESCRIPTION
<br />3 xx/xx/2025
<br />4 xx/xx/2025
<br />CIVIL SHEET INDEX
<br />C1 - STANDARD NOTES & SPECIFICATIONS
<br />C2 - STANDARD DETAILS
<br />C3 - DEMOLITION & REMOVALS PLAN
<br />C4 - GRADING PLAN
<br />C5 - SWPPP - STANDARD NOTES
<br />C6 - SWPPP - PLAN VIEW
<br />C7 - UTILITY & PAVING PLAN
<br />Design Engineer
<br />Training Course
<br />Training Entity
<br />Norman E. Statz, PE
<br />Design of Construction SWPPP
<br />University of Minnesota
<br />Instructor John Chapman
<br />Dates of Training Course Fall 2024 (Online Course)
<br />Total Training Hours 12.0
<br />* "Design of Construction SWPPP" is a certification
<br />course offered by the University of Minnesota. The
<br />Engineer's certification for "Design of SWPPP" is current,
<br />and will expire December 3, 2027. Certification
<br />documentation is on file at the Engineer's office and a
<br />copy can be provided upon request.
<br />FILTRATION BASIN CALCULATIONS
<br />Total proposed impervious surfacing = 19,870 sf
<br />Base water quality volume:
<br />19,870 sf x 1.1-in = 1,825 cf
<br />Adjusted water quality volume:
<br />(for filtration basins)
<br />1,825 sf ÷ 0.50 = 3,650 cf
<br />Filtration Basin
<br />Provided filtration volume:
<br />0.088 acre-ft = 3,830 cf (See HydroCad model)
<br />Draw Down Time
<br />Assumed underlying soils: Sandy lean clays (CL)
<br />(based on soil borings)
<br />Assumed groundwater elevation: below 925
<br />(based on soil borings)
<br />Assumed infiltration rate: 0.80 in/hr
<br />(based on MN storm water manual)
<br />Maximum time of infiltration = 48 hrs, 0 min
<br />Design time of infiltration = 36 in (3.0-ft) / 0.80 in/hr = 45 hrs, 0 min
<br />(assuming full system to basin outlet)
<br />Permanent Site Drainage
<br />Site drainage will be routed to a filtration basin via storm sewer and surface drainage. The filtration basin has been designed
<br />to treat drainage from 1.1" of runoff off new impervious surfaces as per MPCA NPDES permit, City MS4 and Rice Creek
<br />Watershed District requirements. For larger events, the basin and associated outlet have been designed to limit discharges
<br />such that overall post developed site runoff rates do not exceed overall predeveloped site runoff rates from 2, 10, and
<br />100-year, 24-hour storm events. Pre-treatment has been provided for the proposed filtration basin via catch basin sumps.
<br />AMENDING THE SWPPP
<br />During the construction of this project it may become necessary to amend this SWPPP. Should the responsibility of installing,
<br />inspecting and maintaining the erosion and sediment control devices and techniques described in this SWPPP be transferred
<br />from the current Contractor to another Contractor, or from the current Contractor to the Owner, this SWPPP shall be updated
<br />accordingly. The Owner will also be required to complete an "Permit Modification Form".
<br />Should it be determined, during construction, by the SWPPP Coordinator, Engineer, or Regulatory Officials that deficiencies in this
<br />SWPPP exist, or if significant changes are made to the design/scope of this project that impact erosion prevention and sediment
<br />control, the Engineer shall be notified immediately. The Engineer will then review potential deficiencies and/or significant
<br />changes to project design/scope, and make necessary changes to the SWPPP.
<br />After changes are made to the SWPPP, the Engineer will issue the necessary documentation, reflecting the changes, to the
<br />owner and to the SWPPP Coordinator. The SWPPP Coordinator shall be responsible to make sure that this documentation is
<br />added to the on-site SWPPP copy and that the changes described in the documentation is implemented on-site.
<br />Existing Impervious Area
<br />Proposed Impervious Area
<br />Net Impervious Area Increase
<br />0.02 acres
<br />0.46 acres
<br />0.44 acres
<br />Receiving Surface Waters
<br />The following surface waters could receive storm water runoff from this project, and are within 1 mile of the project site:
<br />Surface Water Impaired
<br />Water?
<br />Special
<br />Water?
<br />Type of
<br />Surface Water
<br />USEPA Approved TMDL
<br />for Impaired Water?
<br />Comments
<br />SWPPP Coordinator and Qualifications
<br />The Contractor shall provide an individual who shall serve as the SWPPP Coordinator for this project. The SWPPP coordinator
<br />shall oversee the implementation of this SWPPP, as well as the necessary inspections (described below) of erosion prevention
<br />and sediment control BMPs. The SWPPP Coordinator shall also oversee the installation, maintenance, and repair of the BMP's
<br />to be completed in accordance with this SWPPP. The SWPPP Coordinator shall be responsible for the items listed above
<br />during the period from the start of the project to the establishment of final stabilization. During this period, the SWPPP
<br />Coordinator, or their assigned, qualified (see below) representative shall be available for an on-site inspection within 72 hours
<br />upon request by the MPCA.
<br />It shall be the Contractor's responsibility to complete the table below, which will identify the SWPPP Coordinator and that
<br />person's qualifications. This person shall acknowledge that he/she has been assigned to serve as SWPPP Coordinator and will
<br />be overseeing the items listed in this section, by providing their signature in the space below. Please note that this SWPPP will
<br />not be considered complete if the table below is not filled in.
<br />* Typically, the identity of the SWPPP Coordinator is unknown until the project is awarded. The SWPPP Coordinator may be
<br />identified at the project's Preconstruction Conference.
<br />The SWPPP Coordinator may assign other personnel to supervise or perform the duties listed above. However, in completing
<br />the duties listed above, at least one person shall be trained in erosion prevention and sediment control as related to that
<br />particular part of the SWPPP.
<br />If the SWPPP Coordinator chooses to delegate some of the duties and responsibilities listed above to other personnel, a list of
<br />the personnel, as well as their qualifications, shall be kept with and shall become part of this SWPPP. The qualifications shall
<br />be documented in a manner similar to the table shown above. A copy of this list shall be provided to the Engineer.
<br />Once the project has been completed and accepted by the Owner, and Final Stabilization has been established and
<br />"Notice of Termination" submittedto the MPCA, the Owner assumes responsibility for the long term maintenance of the storm
<br />water management system.
<br />The SWPPP Coordinator shall be responsible for ensuring that the Contractor properly disposes of the temporary erosion and
<br />sediments control measures within 30 days after site stabilization is achieved or after the temporary measures are no longer
<br />needed.
<br />This SWPPP must be kept physically on-site, or electronically available on-site, during normal working hours with personnel
<br />who have operational control over the applicable portion of the site, including all changes to the SWPPP, inspections, and
<br />maintenance records.
<br />SWPPP Coordinator
<br />Training Course
<br />Training Entity
<br />Instructor
<br />Dates of Training Course
<br />Total Training Hours
<br />Company Name
<br />Office Phone #
<br />Cell Phone #
<br />I, __________________________, hereby
<br /> (Printed Name)
<br />acknowledge that I will be serving as SWPPP
<br />Coordinator for this project and will be
<br />responsible for overseeing the items
<br />identified in this section.
<br /> _________________________________
<br /> (Signature)
<br /> _______________
<br /> (Date)
<br />BMP INSPECTIONS
<br />Inspection Frequency
<br />The SWPPP Coordinator shall inspect, or designate someone else who is qualified to inspect (see above), the construction site
<br />erosion prevention and sediment control BMPs per the following time frames:
<br />1. Once every 7 days.
<br />2. Within 24 hours of a rain event (1/2" or greater over 24 hours).
<br />Inspections shall be conducted per the time frames listed above with the following exceptions:
<br />1. Where parts of the construction site have permanent cover, but work remains on other parts of the site, inspections of areas
<br />with permanent cover may be reduced to once per month.
<br />2. Where construction sites have permanent cover on all exposed soil areas and no construction activity is occurring anywhere
<br />on the site, the site must be inspected for a period of 12 months (inspections may be suspended during frozen ground
<br />conditions). Following the 12th month of permanent cover with no construction activity, inspections may be terminated until
<br />construction activity is once again initiated or sooner if notified in writing by the MPCA.
<br />3. Where work has been suspended due to frozen ground conditions, the required inspections and maintenance schedule
<br />must begin within 24 hours after runoff occurs at the site or prior to resuming construction, whichever occurs first.
<br />Record Retention
<br />The SWPPP and associated records shall be stored and maintained by an employee or representative of the Owner for 3
<br />years after the submission of the Notice of Termination (NOT) Responsibility for overseeing the records will be transferred to
<br />another employee or representative should the current personnel become uninvolved with the project or Owner. These
<br />records shall include the following:
<br />1. The final SWPPP.
<br />2. Any other stormwater related permits required for the project.
<br />3. Records of all inspection and maintenance conducted during construction
<br />4. All permanent operation and maintenance agreements that have been implemented, including all right-of-way,
<br />contracts, covenants and other binding requirements regarding perpetual maintenance.
<br />5. All required calculations for design of the temporary and permanent Stormwater Management Systems.
<br />EROSION PREVENTION AND SEDIMENT CONTROL BMPS
<br />Standards and References
<br />Materials and construction methods of all BMPs included in this SWPPP shall be as per the Minnesota Department of
<br />Transportation (MNDOT) Standard Specifications for Construction, latest edition. The Contractor and SWPPP Coordinator shall
<br />obtain a current copy of MNDOT's Standard Specifications for Construction and familiarize themselves with the specification
<br />sections applicable to this SWPPP, as there are several BMPs that specifically reference these sections.
<br />The Contractor and SWPPP Coordinator shall be expected to be familiar with the applicable MNDOT specification sections
<br />during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with
<br />these specification sections.
<br />Temporary and Permanent Stabilization
<br />All exposed soil areas (including stockpiles) shall be provided with temporary or permanent cover within 7 days of construction
<br />activity temporarily or permanently ceasing in that portion of the site. Temporary or permanent drainage ditches or swales,
<br />which drain off-site or to a surface water, and are within 200 lineal feet of the property line or surface water shall be provided
<br />with temporary or permanent cover within 24 hours of construction. Placement of temporary or permanent cover shall be
<br />initiated immediately upon suspension or completion of excavation operations.
<br />Temporary Cover:
<br />If the Contractor chooses to halt grading operations in a portion of the site (or the whole site) for a period exceeding 7 days,
<br />and grading operations (rough or finish grading) in the affected areas has not yet been completed, temporary cover shall be
<br />placed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or
<br />surface water shall be provided with temporary cover within 24 hours of connection. Depending on the Contractor's schedule,
<br />the temporary cover shall consist of one of the following BMPs:
<br />1. Discanchored Mulch
<br />a) Discanchored mulch may be used in an area of the site (or the whole site) if the Contractor is halting grading operations
<br />for a period that is relatively short, but exceeds 7 days.
<br />b) The mulch shall be Type 3 per MNDOT Spec. 3882.
<br />c) An adequate quantity of mulch shall be evenly distributed to achieve 90% coverage of the exposed soils.
<br />d) Mulch shall be placed as per MNDOT 2575.3C.
<br />e) All mulch shall be disc anchored as per MNDOT 2575.3D. Prior to the placement and discanchoring of the mulch, the soils
<br />shall be loosened and the area smooth-rough graded per MNDOT 2574.
<br />f) Any areas that are exposed as a result of wind action after the initial mulch placement shall be covered with additional
<br />mulch to maintain 90% coverage.
<br />2. Temporary Seeding with Mulch
<br />a. Temporary seeding with mulch may be used in areas of the site (or the whole site) if the Contractor is halting grading
<br />operations for a period that is relatively long. Although mulch still needs to be applied as described above, once the
<br />temporary seeding/turf is established, the mulch will no longer need to be maintained. The temporary seeding/turf will
<br />require very little maintenance.
<br />b. Prior to the sowing of temporary seed, the soils shall be loosened and the area smooth-rough graded per MNDOT 2574.
<br />c. Contractor shall utilize Seed Mixes 21-111, 21-112, or 21-113 per MNDOT Spec. 3876 for temporary seeding.
<br />d. Temporary seeding shall be sown per MNDOT Spec. 2575.3B.
<br />e. Once temporary seeding has been sown, mulch shall be placed over the area as described above.
<br />Permanent Cover:
<br />Upon completion of finish grading and/or placement of topsoil, initiation of the placement of permanent cover shall begin
<br />immediately over all exposed areas. This includes areas designated for impervious surfacing (ie: buildings, pavements/gravel
<br />bases, sidewalks, etc.). Where the construction schedule will not allow for the placement of the permanent impervious
<br />surfacing within 7 days of the completion of finish grading, temporary cover shall be provided in these areas, as described
<br />above, until the permanent impervious surfacing can be constructed. Affected areas consisting of drainage ditches or
<br />swales connected to, and within, 200 lineal feet of a property line or surface water, shall be provided with permanent cover
<br />within 24 hours of connection.
<br />Undisturbed Areas
<br />If shown on the plan, the Contractor shall delineate areas that are not to be disturbed on the site. This may be done with flags,
<br />stakes, signs, silt fence, etc., and shall be completed prior to the start of any grading operations. Regardless of the delineation
<br />method the Contractor chooses to use, the Contractor must communicate to his/her personnel and subcontractors that these
<br />areas are not to be disturbed and construction equipment (including trucks and personal vehicles) shall not be allowed in
<br />these areas.
<br />The Contractor shall minimize compaction and preserve topsoil as much as possible at the site. In pervious ("green") areas that
<br />are not essential to the construction of the project, the Contractor shall avoid construction traffic and maintain the existing
<br />condition of these areas.
<br />2. Erosion Control Blanket
<br />a. Erosion control blanket shall be placed in areas as shown on the plan included in this SWPPP. These areas shall still be
<br />provided with permanent seeding, as described above, beneath the erosion control blanket.
<br />b. Erosion control blanket shall meet the requirements indicated in MNDOT Spec. 3885. See plan for category(s) of erosion
<br />control blanket.
<br />c. Erosion control blanket shall be installed as per MNDOT Spec. 2575.3G2.
<br />d. Erosion control blanket specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property
<br />line or surface water shall be installed within 24 hours of the completion of finish grading (including permanent seeding).
<br />3. Riprap
<br />a. Riprap shall be placed in areas as shown on the plan included in this SWPPP.
<br />b. All riprap shall be underlain with Type 4 geotextile fabric. The fabric shall meet the requirements of MNDOT Spec. 3733
<br />and shall be installed as per MNDOT Spec. 2511.3B2.
<br />c. Riprap materials shall meet the requirements of MNDOT Spec. 3601, and shall be Class 3, unless noted otherwise on the
<br />plans.
<br />d. Riprap shall be considered "Random Riprap" and shall be placed as per MNDOT Spec. 2511.
<br />e. Although it is permitted for the riprap to be placed with machinery, it will be necessary for the Contractor to hand place
<br />some of the riprap in order to provide a dense, well-keyed layer of stones with the least practical quantity of void space.
<br />f. The minimum thickness of the riprap shall be 18 inches, unless otherwise noted on the plans.
<br />g. Riprap designated at the end of pipe outlets shall be placed within 24 hours of installation of the pipe outlet end section.
<br />h. Riprap specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface
<br />water shall be installed within 24 hours of the completion of finish grading.
<br />Sediment Control
<br />The following sediment control BMPs shall be implemented as part of this project:
<br />1. Silt Fence
<br />a. Silt fence shall be installed at the locations shown on the plan included in this SWPPP.
<br />b. Silt fence shall be machine sliced and materials shall meet the requirements of MNDOT Spec. 3886.
<br />c. Silt fence shall be installed as per MNDOT Spec. 2573.3B2.
<br />d. Silt fence shall be installed prior to any upgradient grading operations, and shall remain in place and maintained
<br />adequately until up-gradient areas achieve Final Stabilization (see below).
<br />e. Silt fence shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment on the
<br />upstream side of the fence reaches 1/2 the height of the fence. Repair or replacement of silt fence shall be completed
<br />within 24 hours of discovery.
<br />f. Portions of silt fence may be removed to accommodate short-term activities, such as vehicle passage. Short-term
<br />activities shall be completed as quickly as possible, and new silt fence installed immediately after completion of the
<br />short-term activity. If rainfall is imminent or forecasted in the near future, new silt fence shall be installed regardless of if
<br />the short term activity has been completed or not. The Contractor is advised to schedule short term activities during dry
<br />weather as much as practicable. No additional compensation will be paid due to additional silt fence associated with
<br />short-term activities.
<br />Temporary soil stockpiles shall be placed on the site in areas up-gradient from silt fence. Where the Contractor chooses to
<br />place temporary soil stockpiles outside designated silt fenced areas, the stockpiles shall be surrounded by additional silt fence.
<br />The Contractor shall locate stockpiles outside of natural buffers or surface waters, including stormwater conveyances such as
<br />curb and gutter systems unless there is a bypass in place for the stormwater. Under no circumstances shall temporary soil
<br />stockpiles be placed over surface waters, curb and gutter, catch basins, culvert inlets or outlets, or ditches.
<br />2. Catch Basin Protection
<br />a. WIMCO Road Drain protection devices, as manufactured by WIMCO, shall be used for catch basin protection on this
<br />project. WIMCO can be contacted at (952)-233-3055, and their web page is www.roaddrain.com.
<br />b. "Road Drain Top Slab" devices shall be installed at all catch basin locations immediately after placement of the catch
<br />basin structures. "Road Drain Top Slab" devices shall remain in place and be adequately maintained until permanent
<br />surfacing is constructed (ie: curb and gutter, pavements, and/or gravel surfacing). In areas designated for turf
<br />establishment, "Road Drain Top Slab" devices shall remain in place until Final Stabilization of all upgradient areas is
<br />established.
<br />c. Upon construction of the permanent surfacing, the "Road Drain Top Slab" devices shall be replaced with the WIMCO
<br />product specified on the plans. The WIMCO devices shall remain in place until Final Stabilization of all upgradient areas
<br />has been established.
<br />d. The Contractor shall install and maintain the catch basin protection devices as per the manufacturer's instructions and
<br />specifications.
<br />e. The Contractor may remove catch basin protection for a particular inlet if a specific safety concern (e. g. street
<br />flooding/freezing) is identified by the Contractor or the jurisdictional authority.
<br />4. Temporary Rock Construction Entrance
<br />a. Temporary rock construction entrances shall be installed at the locations shown on the plan included in this
<br />SWPPP. See detail for temporary rock entrance design.
<br />b. If the Contractor chooses to access the site from locations other than where temporary rock entrances are
<br />specified on the plans, additional temporary rock entrances shall be placed at these locations, as well.
<br />c. Temporary rock entrance shall be constructed prior to the start of grading operations, and shall remain in place
<br />and be adequately maintained until Final Stabilization has been established.
<br />d. Temporary rock entrances shall be maintained in such a manner that the entrances prevent sediment tracking
<br />onto adjacent streets. If a temporary rock entrance is found to be ineffective, it shall be replaced or improved
<br />within 24 hours of discovery.
<br />e. The Contractor has the option to place Type 4 geotextile fabric beneath the temporary rock entrance. The
<br />fabric may extend the life of the entrance as it will reduce rock "sinking" into the underlying soils. If the Contractor
<br />chooses to use fabric, it should meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT
<br />Spec. 2511.3B2.
<br />f. If sediment tracking from the site is discovered on adjacent streets, the sediment shall be removed with a street
<br />sweeper or other approved method within 24 hours of discovery. This shall be done throughout construction of
<br />the project. This sediment may be returned and graded over exposed areas of the site, or disposed of off site per
<br />MPCA requirements.
<br /> The City may order street sweeping to be performed at the Contractor's or Owner's expense if City staff find that
<br /> construction activities are resulting in sediment or debris being tracked onto City streets.
<br />5. Filter Logs
<br />a. Filter logs shall be installed at the locations shown on the plan included in this SWPPP.
<br />b. Filter logs shall consist of Type Wood Fiber biorolls and meet the requirements of MNDOT Spec. 3897.
<br />c. Filter logs shall be installed as per MNDOT Spec. 2573.3F.
<br />d. Filter logs shall be installed immediately after placement of erosion control blanket.
<br />e. Filter logs shall remain in place for the life of the project, and shall be allowed to degrade naturally.
<br />Dewatering
<br />If dewatering of sandy subsoils is required for this project, the pump discharge shall be treated prior to discharge off-site or
<br />into a surface water. Treatment of discharge shall be achieved with the use of a "Dandy Dewatering Bag" (or approved
<br />equivalent), as manufactured by Dandy Products,Inc. Dandy Products, Inc. can be contacted at (877) 307-0141, and their
<br />web page is www.dandyproducts.com. The "Dandy Dewatering Bag" shall be installed, utilized, and maintained per the
<br />manufacturer's instructions and specifications.
<br />Once dewatering water has been treated, it may be discharged off-site or to a surface water. The discharge shall be
<br />visually checked to ensure that it is relatively clean and not visibly different from any receiving waters. If discharge is
<br />noticeably "dirty", the Engineer shall be contacted as additional treatment methods may be necessary.
<br />Adequate erosion control shall be provided at the point of discharge if it is located in an area with exposed soils or
<br />established turf. This erosion control may consist of temporarily placed rip rap, or other approved energy dissipation
<br />measures. The type of erosion control measure shall be at the Contractor's discretion, depending on the location of the
<br />dewatering discharge and the unique site characteristics. The erosion control measures shall be effective and shall be
<br />maintained adequately such that no erosion occurs at the point of discharge.
<br />POLLUTION PREVENTION MANAGEMENT
<br />Solid waste accumulated during construction, including collected sediment, construction materials, floating debris,
<br />construction debris, paper, plastics, and other solid wastes shall be disposed of in accordance with MPCA disposal
<br />requirements:
<br />1. Building products that have the potential to leach pollutants shall be maintained under cover (e.g., plastic sheeting
<br />or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to
<br />minimize contact with storm water.
<br />2. Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials shall be maintained
<br />under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by
<br />similarly effective means designed to minimize contact with stormwater.
<br />3. Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents,
<br />petroleum-based products, wood preservatives, additives, curing compounds, and acids) shall be properly stored in
<br />sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas shall be provided to
<br />prevent vandalism. Storage and disposal of hazardous waste or hazardous materials shall be in compliance with
<br />Minn. R. ch. 7045 including secondary containment as applicable.
<br />4. Solid waste shall be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035.
<br />5. Portable toilets shall be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste
<br />must be disposed of properly in accordance with Minn. R. ch. 7041.
<br />6. The Contractor shall take steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any
<br />area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless
<br />infeasible. The Contractor shall conduct fueling in a contained area unless infeasible. The Contractor shall ensure
<br />adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal
<br />method is available for recovered spilled materials. The Contractor shall report and clean up spills immediately as
<br />required by Minn. Stat. § 115.061, using dry clean up measures where possible.
<br />7. If the Contractor washes the exterior of vehicles or equipment on the project site, washing shall be limited to a
<br />defined area of the site. Runoff from the washing area shall be contained in a sediment basin or other similarly
<br />effective controls and waste from the washing activity shall be properly disposed of. The Contractor shall properly
<br />use and store soaps, detergents, or solvents. No engine degreasing shall be allowed on site.
<br />8. The Contractor shall provide effective containment for all liquid and solid wastes generated by washout operations
<br />(concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the
<br />construction activity. The liquid and solid washout wastes shall not contact the ground, and the containment shall
<br />be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes shall
<br />be disposed of properly and in compliance with MPCA rules. A sign must be installed adjacent to each washout
<br />facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes.
<br />Inspection Records
<br />The SWPPP Coordinator shall maintain inspection records during construction. These must be recorded in writing within 24 hours
<br />of the inspection and/or maintenance activity. The inspection records shall include the following:
<br />1. Date and time of inspections.
<br />2. Name of person(s) conducting inspection.
<br />3. Findings of inspections, including recommendations for corrective actions.
<br />4. Corrective actions taken (including dates, times, and party completing maintenance activities).
<br />5. Date and amount of any rainfall events greater than 1/2" in 24 hours.
<br />a. The Contractor shall install and maintain a rain gauge at the construction site in order to verify rainfall amounts.
<br />6. If any discharge is observed to be occurring during the inspection, a record of all points of the property from which there is
<br />a discharge must be made, and the discharge shall be described (i.e., color, odor, floating, settled, or suspended solids,
<br />foam, oil sheen, and other obvious indicators of pollutants) and photographed.
<br />7. Documentation of any changes to the SWPPP made during construction.
<br />a. If the SWPPP coordinator observes that a BMP fails on a regular basis and believes that it is ineffective, it shall be his/her
<br />responsibility to notify the Engineer of such deficiencies. The Engineer may then amend the SWPPP (see "Amending the
<br />SWPPP")
<br />b. All photographs of dewatering activities and documentation of nuisance conditions resulting from dewatering activities.
<br />Note: Copies of all inspection records shall be submitted to the Engineer.
<br />Areas designated for permanent turf establishment shall be provided with one or more of the following BMPs (see plan):
<br />1. Permanent Seeding with Mulch
<br />a. Unless otherwise noted on the plans, all areas designated for turf establishment shall be provided with permanent
<br />seeding.
<br />b. In addition to the plan included as part of this SWPPP, the Contractor shall verify if a Landscaping Plan has been
<br />included in the plans by the Architect. If a Landscape Architect has specified higher quality permanent cover (ie: sod,
<br />hydroseeding, etc.), the Contractor shall provide this permanent cover in lieu of the permanent seeding specified in this
<br />SWPPP.
<br />c. Prior to the sowing of permanent seed, the soils shall be loosened and the area smooth-rough graded per MNDOT 2574.
<br />d. Contractor shall utilize Seed Mix 25-131 per MNDOT Spec. 3876 for permanent seeding.
<br />e. Permanent seeding shall be sown per MNDOT Spec. 2575.3B.
<br />f. Once permanent seeding has been sown, mulch shall be placed over the area as described above (under Temporary
<br />Cover), unless noted otherwise.
<br />Unnamed Pond #1 Pond No No
<br />Anticipated Disturbed Area 0.9 acres
<br />3. Culvert Inlet Protection
<br />a. Culvert inlet protection shall be provided at all culvert inlet locations immediately after construction of the culvert. See
<br />plan included in this SWPPP for culvert inlet locations.
<br />b. Culvert inlet protection shall consist of the SedJacket, as manufactured by SedCatch Environmental Products.
<br />SedCatch Environmental Products can be contacted at (937)-435-5075, and their web page is
<br />https://sedcatch.com/collections/sedjacket.
<br />c. The culvert inlet protection shall remain in place and adequately maintained until Final Stabilization of all up-gradient
<br />areas has been established.
<br />d. Culvert inlet protection shall be repaired or replaced if damaged during, or after, rain events, or if accumulated
<br />sediment reaches 1/2 of the height of the SedJacket device fabric. Repair or replacement of culvert inlet protection
<br />shall be completed within 24 hours of discovery.
<br />e. The Contractor may remove culvert inlet protection for a particular inlet if a specific safety concern (e. g. street
<br />flooding/freezing) is identified by the Contractor or the jurisdictional authority.
<br />Distance = 0.1 miles
<br />Unnamed Stream Stream No No Distance = 0.2 miles
<br />Poplar Lake Lake No No Distance = 0.6 miles
<br />SEE SHEET C6 FOR VICINITY MAP SHOWING PROPOSED SITE AND NEARBY SURFACE WATERS
<br />PROJECT INFORMATION
<br />PROJECT DESCRIPTION
<br />This project will consist of the construction of a new residential building with an approximate footprint of 10,390 sf, as
<br />well as parking lot and driveway areas, and sidewalk.
<br />DISTURBED AREA & IMPERVIOUS SURFACE TABULATION
<br />(within proposed construction area)
<br />SEDIMENT AND OTHER POLLUTANTS
<br />This SWPPP has been designed mainly to provide erosion and sediment control of naturally occurring soils at this site (ie: sands,
<br />loams, and clays). Although this SWPPP does address pollution prevention of other man-made materials, it is assumed that
<br />these materials will consist of debris from existing structures and pavements to be demolished, o debris ad chemicals (ie: fuels,
<br />new paints, etc.) resulting from new construction.
<br />There are no known solid wastes or hazardous materials buried below grade at this site. If such wastes or hazard materials are
<br />discovered during construction, the SWPPP Coordinator (described below) will be responsible for notifying the Engineer. This
<br />SWPPP will then be revised to address the presence and disposal of these additional pollutants.
<br />This SWPPP is not designed for discharges of any material other than stormwater, treated in compliance with State and local
<br />requirements, and discharges from dewatering or basin draining activities. Discharges not included in the design of this SWPPP
<br />include, but are not limited to, wastewater from washout of concrete, stucco, paint, from release oils, curing compounds and
<br />other construction materials, fuel, oils, or other pollutants used in vehicle and equipment operation and maintenance, soaps
<br />or solvents used in vehicle and equipment washing and maintenance, and other hazardous substances or wastes.
<br />EROSION PREVENTION AND SEDIMENT CONTROL RESPONSIBILITIES
<br />SWPPP Design Engineer and Qualifications
<br />Unnamed Pond #2 Pond No No Distance = 0.7 miles
<br />Silver Lake Lake Yes No Distance = 0.7 miles
<br />Jones Lake Lake Yes No Distance = 0.8 miles
<br />Unnamed Pond #3 Pond No No Distance = 1.0 miles
<br />DATE: 03/31/2025
<br />FINAL STABILIZATION
<br />Final Stabilization shall be considered established once the following requirements have been achieved:
<br />1. All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial
<br />vegetative cover with a density of 70 percent of its expected final growth density over the entire pervious surface
<br />area, or other equivalent means necessary to prevent soil failure under erosive conditions.
<br />2. The permanent storm water management system is constructed, and is operating as designed. Temporary or
<br />permanent sedimentation basins that are to be used as permanent water quality management basins have been
<br />cleaned of any accumulated sediment. All sediment has been removed from conveyance systems and ditches are
<br />stabilized with permanent cover.
<br />3. All temporary synthetic and structural erosion prevention and sediment control BMPs have been removed from the
<br />project site. BMPs designed to decompose on site may be left in place.
<br />ADDITIONAL COMMENTS
<br />The Contractor is solely responsible for the cleanup of any wetlands, rivers, streams, lakes, reservoirs, other waters of the
<br />State (as defined by the MPCA's General Storm Water Permit), ground or roadway surfaces or other property damaged
<br />by construction activity related to this project.
<br />Besides the NPDES permit (MPCA General Storm Water Permit), the Contractor and/or Owner shall also be responsible to
<br />obtain all other necessary local government permits related to storm water management, and erosion and sediment
<br />control, if applicable (ie: Watershed District, City, MNDOT, etc.).
<br />This SWPPP is intended to provide a plan for addressing the erosion prevention and storm water management issues
<br />associated with this project. It is to be used in conjunction with the project plans, specifications, and the MPCA General
<br />Storm Water Permit. In addition to the SWPPP, the Owner, Contractor, and SWPPP Coordinator shall familiarize
<br />themselves with the actual requirements indicated in the MPCA General Storm Water Permit itself and are responsible
<br />for compliance with the permit's terms, requirements, and conditions. The Engineer can provide a copy of the permit
<br />upon request.
<br />LICENSE NO.: 63480
<br />NORMAN E. STATZ, PE
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