City of
Lindström
BUILDING SITE MAINTENANCE
Lindstrom's Erosion Control Ordinance
Lindstrom's Stormwater Management Ordinance
Lindstrom's Erosion Control Ordinance
Subd. 15. Erosion Control Required.
A. A property owner or contractor who removes substantial vegetative growth, excavates for a building foundation, or adds soil backfill on property within the city shall take the necessary precautions, outlined below, to prevent soil erosion, damage to adjacent property and control of surface water runoff. The City may impose additional erosion control requirements if, in the opinion of a city official, said measures are necessary to protect adjacent properties and control surface water runoff.
1. For new construction, appropriate erosion control measures shall be taken throughout the construction process. They include but are not necessarily limited to the use of erosion control fences, staked hay bales, wood fiber blankets, seeding and/or mulch. Other techniques or combinations of the above may be used. The erosion control measures shall be maintained throughout construction and until such time as the property has been either sodded or a seeded vegetative cover has taken hold.
2. No soil surface or spoil banks shall remain exposed without a protective cover to prevent erosion for a period longer than 30 days. All spoil banks from excavation or fill placed on a lot shall be graded within 30 days of excavation or placement. The owner or contractor is urged to grade the lot as soon as possible and to employ the necessary erosion control practices.
3. All areas disturbed by excavation and backfilling operations which expose soil shall be compacted, sodded or re-seeded immediately after the lot is graded. Seed shall be a blend of rye grass or other fast germinating seed in addition to perennial grasses suitable for the soil and the exposure of the area to sunlight. All seeded areas shall be mulched and disc anchored as necessary for erosion protection and seed retention. The Contractor should recognize that time is of the essence in controlling erosion
4. Appropriate steps must be taken to minimize the amount of mud and sediment leaving a building site. Therefore, a pad and/or drive way area consisting of granular material such as trap rock, or class five gravel shall be placed over the entire length and width of the proposed driveway location immediately after the basement and/or footing excavation is completed and prior to work beginning on the foundation. If said pad/drive way is not in place, said project shall be "red tagged" until said pad is in place. The granular material placed shall be of sufficient quantity, width and dept to prevent the underlying soil from being tracked from the site. Thence forward, access to the lot will be limited to this single access point.
5. Mud and/or sediment carried onto city streets from the building site prior to the close of each work day.
6. Failure to comply with the any of the above requirements will result in the issuance of a "red tag" halting construction until the project area is brought into compliance. Failure to remedy the situation within a reasonable time determined by the city will result in the issuance of a citation for violation of this subdivision. Failure to have erosion control measures in place may also result in denial of a certificate of occupancy for the structure under construction.
B. Any person and/or contractor who violates any provision of this Section 1001.15, Subdivision 15, shall, upon conviction, be guilty of a misdemeanor.
(Agreement required to be signed with each new home building permit)
EROSION CONTROL AGREEMENT
- City of Lindstrom -
Name ____________________________ Work Phone ______________________
Work Site Address _______________________ Home Phone _________________
Type of work: _______________________________________________________
The undersigned hereby acknowledges they have read the information below regarding the erosion control measures required by the city for all projects where a property owner and/or contractor removes substantial vegetative growth from any property within the city of Lindstrom. The undersigned further acknowledges that he/she is the responsible party and hereby agrees to make sure the necessary precautions, outlined below, will be taken to prevent damage to adjacent property and control of surface water runoff. The undersigned understands that the city may impose additional erosion control requirements if, in the opinion of a city official, said measures are necessary to protect adjacent properties and control surface water runoff.
1. Appropriate erosion control measures will be taken throughout the construction process. They include but are not necessarily limited to the use of erosion control fences, staked hay bales, wood fiber blankets, seeding and/or mulch. Other techniques or combinations of the above may be used. The measures will be maintained throughout construction and until the property has been either sodded or a seeded and cover has taken hold.
2. No soil surface or spoil bank will remain exposed without a protective cover for a period longer than 30 days. All spoil banks from excavation or fill placed on a lot shall be graded within 30 days of excavation or placement. We will grade the lot as soon as possible and employ erosion control practices.
3. All areas disturbed by excavation and back filling operations which expose soil shall be compacted, sodded or re-seeded immediately after the lot is graded. Seed shall be a fast germinating seed with perennial grasses suitable for the soil and the exposure of the area to sunlight. All seeded areas shall be mulched and disc anchored as necessary for erosion protection and seed retention. The undersigned recognizes that time is of the essence in controlling erosion.
4. A drive way area consisting of granular material such as trap rock, or class five gravel of sufficient quantity, width and depth to prevent the underlying soil from being tracked from the site will be placed over the entire length and width of the proposed driveway location immediately after the basement and/or footing excavation is completed and prior to work beginning on the foundation. Access to the lot will be limited to that drive.
5. Mud and/or sediment carried onto city streets from the building site will be removed from said street prior to the close of each work day.
I further understand that failure to abide by the above regulations may result in the issuance of a "stop work" order at the building site or other measures deemed appropriate by the City. I also hereby certify that I am authorized to sign this document on behalf of the building permit applicant.
Signature: _____________________________ Date: ___________________
(Section regarding erosion control in the city's Developer's Agreement)
11. Erosion Control. The Developer shall comply with the erosion control elements in the final construction plans and specifications or separate plans as set forth in Exhibit C attached hereto for the prevention of damage to adjacent property and control of soil erosion and surface water runoff. As the Development
progresses, the City may impose additional erosion control requirements if, in the opinion of the City Engineer, they would be useful. The Developer shall comply with the erosion control plans. The following additional requirements are hereby mandated for each building site within the subdivision:
A. Erosion control fences shall be placed around each lot as it is being constructed. In addition, a minimum of four feet (4') of sod shall be placed to extend between the edge of the street/back of the curb and the front yard erosion control fence. The erosion control fencing and sod shall be maintained throughout construction and until such time as the property has been either completely sodded or, in the alternative, seeding of the entire parcel has been established.
B. When a property is graded, all exposed soils shall be seeded with a fast growing grass (rye grass) to provide temporary cover during the development process.
C. A pad and/or driveway area consisting of trap rock, or class five gravel shall be placed at the entrance of a building site immediately after the foundation has been backfilled so that mud and sediment will be partially removed from tires and not end up on city streets. Access to the lot will be limited to this single access point.
D. The contractor shall take reasonable efforts to remove mud and sediment carried onto city streets from the building site prior to the close of each work day.
E. Additional erosion controls may be required by the City. Failure to comply with any of the above requirements will result in the issuance of a stop workorder halting construction until the project area is brought into compliance with the erosion control provisions of this agreement or in the alternative and at the City's sole discretion, the City may immediately draw on a portion of all of the Letter of Credit based on the Engineers estimate of costs for erosion control notwithstanding the provisions of Section 18 of this Agreement.
The parties recognize that time is of the essence in controlling erosion.
Lindstrom's Stormwater Management Ordinance
Applicant Any person or entity that applies for a building permit, subdivision approval, or a permit to allow land disturbing activities. Applicant also means that person's agents, employees, and others acting under this person's direction.
Best Management Practices (BMPs) Erosion and sediment control and water quality management practices that are the most effective and practicable means of controlling, preventing, and minimizing degradation of surface water, including construction-phasing, minimizing the length of time soil areas are exposed, prohibitions, and other management practices published by state or designated area-wide planning agencies. (Examples of BMPs can be found in the current versions of the Minnesota Pollution Control Agencys publications, "Protecting Water Quality in Urban Areas," and, "Storm-Water and Wetlands: Planning and Evaluation Guidelines for Addressing Potential Impacts of Urban Storm-Water and Snow-Melt Runoff on Wetlands," the United States Environmental Protection Agencys, "Storm Water Management for Construction Activities: Developing Pollution Prevention Plans and Best Management Practices," (as a reference for BMPs) and the Minnesota Department of Transportations, "Erosion Control Design Manual.")
o-2. Construction, installation, and maintenance of electric, telephone, and cable television, utility lines or individual service connection to these utilities, which result in creating under five thousand (5,000) square feet of exposed soil.
o-3. Tilling, planting, or harvesting of agricultural, horticultural, or silvicultural crops.
o-4. Installation of fence, sign, telephone, and electric poles and other kinds of posts or poles which result in creating under five thousand (5,000) square feet of exposed soil. Emergency work to protect life, limb, or property and emergency repairs, unless the land disturbing activity would have required an approved erosion and sediment control plan, except for the emergency. If such a plan would have been required, then the disturbed land area shall be shaped and stabilized in accordance with the citys requirements as soon as possible.
7. Storm Water Management Plan Approval Procedures.
At a minimum, the storm water management plan must contain the following information:
a. Existing Site Map.
A map of existing site conditions showing the site and immediately adjacent areas including:
a-1) The name and address of the applicant, the section, township and range, north point, date and scale of drawing and number of sheet.
a-2) Location of the tract by an insert map at a scale sufficient to clearly identify the location of the property and giving such information as the streets and number of adjoining roads, railroads, utilities, subdivisions, towns and districts or other landmarks.
a-3) Existing topography with a contour interval appropriate to the topography of the land but in no case having a contour interval greater than 2 feet. (Use urban sea level as a base).
a-4) A delineation of all streams, rivers, public waters and wetlands located on and immediately adjacent to the site, including depth of water, a description of all vegetation which may be found in the water, a statement of general water quality and any classification given to the water body or wetlands by the Minnesota Department of Natural Resources, the Minnesota Pollution Control Agency and/or United States Corp of Engineers.
a-5) Delineation of ordinary high water mark of lakes.
a-6) Location and dimensions of existing storm water drainage systems and natural drainage patterns on and immediately adjacent to the site delineating in which direction and at what rate storm water is conveyed from the site, identifying and receiving stream, river, public water or wetland and setting forth those areas of the unaltered site where storm water collects.
a-7) A description of the soils of the site, including a map indicating soil types of areas to be disturbed as well as a soil report containing information on the suitability of the soils for the type of development proposed and for the type of sewage disposal proposed and describing any remedial steps to be taken by the developer to render the soils suitable.
a-8) Vegetative cover and clearly delineating any vegetation proposed for removal.
a-9) 100 year floodplains, flood fringes and floodways.
b. Site Construction Plan.
A site construction plan must contain the following information:
b-1) Location and dimension of all proposed land disturbing activities and any phasing of those activities.
b-2) Locations and dimensions of all temporary soils or dirt stockpiles.
b-3) Location and dimension of all construction site erosion control measures necessary to meet the requirements of this ordinance.
b-4) Schedule of the starting and completion date of each land disturbing activity including the installation of construction site erosion control measures for each phase.
b-5) Provisions for maintenance of the construction site erosion control measures during construction.
c. Plan of Final Site Conditions.
A plan of final site conditions on the same scale as the existing site map showing the site changes including:
c-1) Finished grading shown at contours at the same interval as provided on the existing site map indicating the relationship of proposed changes to existing topography and remaining features.
c-2) A landscape plan, drawn to an appropriate scale, including dimensions and distances and the location, type, size and description of all proposed landscape materials that will be added to the site as part of the development.
c-3) A drainage plan of the developed site delineating the direction and rate of storm water from the site and the areas of where storm water will be allowed to collect.
c-4) The size, alignment and intended use of any structures to be erected on the site.
c-5) A delineation and tabulation of all areas which shall be paved or surfaced, including a description of the surfacing material to be used.
c-6) Any other information necessary for the review of the project plan.
8. Plan Review Procedure.
9. Process.
Storm water management plans meeting the requirements of Section 6 must be submitted by the City Engineer to the Planning Commission for review in accordance with the standards in this section.
10. Duration.
Plan approval will expire one year after date of approval unless construction has commenced in accordance with the plan. However, if prior to the expiration of the approval, the applicant makes a written request to the City Engineer for an extension of time to commence construction setting forth the reasons for the requested extension, the planning department may grant one extension of not greater than one year. Receipt of any request for extension shall be acknowledged by the City Administrator within 15 days. The City Administrator shall make a decision on the extension within 45 days of receipt. Any plan may be revised in the same manner as originally approved.
11. Conditions.
A storm water management plan may be approved subject to compliance with conditions reasonable and necessary to insure that the requirements of this ordinance are met. Conditions may limit the size, kind or character of the proposed development, require the construction of structures, drainage facilities, storage basins and other facilities, require replacement of vegetation, establish required monitoring procedures, stage the work over time, require alteration of the site design to insure buffering and require the conveyance to the city or other public entity of necessary lands or easements.
12. Performance Bond.
13. Fees.
All applications for a storm water management plan
approval must be accompanied by a processing and approval
fee as determined by resolution of the City Council an
escrow account may be required by the Zoning
Administration to pay for actual engineering costs
incurred by the City Engineer.
14. Approval Standards.
a. No storm water management plan that fails to meet the
standards in this section shall be approved. At a minimum
these pollution abatement control practices must conform
to those in the current version of the Minnesota
Pollution Control Agencys publication, "Protecting
Water Quality in Urban Areas".
b. Site Dewatering.
Water pumped from the site including temporary
sedimentation basins, grit chambers, sand filters,
up-flow chambers, hydro-cyclones, swirl concentrators or
other appropriate controls as appropriate. Water may not
be discharged in a manner that causes erosion or flooding
of the site or receiving channels of a wetland.
c. Waste and Material Disposal.
All waste and unused building materials (including
garbage, debris, cleaning wastes, wastewater, toxic
materials or hazardous materials) shall be properly
disposed of off-site and not allowed to be carried by
runoff into a receiving channel or storm sewer system.
d. Tracking.
Graveled roads, access drives and parking areas must be
of sufficient width and length to prevent sediment from
being traced onto public or private roadways. Any
sediment reaching a public or private road shall be
removed by street cleaning (not flushing) before the end
of each workday.
e. Drain Inlet Protection.
All storm drain inlets must be protected during
construction until control measures are in place with a
straw bale, silt fence or equivalent barrier meeting
accepted design criteria, standards and specifications
contained in the MPCA publication "Protecting Water
Quality in Urban Areas".
f. Site Erosion Control.
The following criteria (1 through 4) apply only to
construction activities that result in runoff leaving the
site.
f-1) Channelized runoff from adjacent areas passing through the site must be diverted around disturbed areas, if practical. Otherwise, the channel must be protected as follows: Sheetflow runoff from adjacent areas greater than 10,000 square feet in area shall be diverted around disturbed areas, unless shown to have resultant runoff of less than 0.5 ft.3/sec. across the disturbed area for a one year storm event. Diverted runoff must be conveyed in a manner that will not erode the conveyance and receiving channels.
f-2)All activities on the site must be conducted in a logical sequence to minimize the area of bare soil at any one time.
f-3) Runoff from the entire disturbed area on the site must be controlled by meeting either 1 and 2 or 1 and 3 of this section.
f-3-a) All disturbed ground left inactive for fourteen or more days must be stabilized by seeding or sodding or by mulching or covering or other equivalent control measures.
f-3-b) For sites with more than ten acres disturbed at one time, or if a channel originates in the disturbed area, one or more temporary or permanent sedimentation basins must be constructed. Each sedimentation basin must have a surface area of at least one percent of the area draining to the basin and at least three feet of depth and constructed in accordance with accepted design specifications. Sediment must be removed to maintain a depth of three feet. The basin discharge rate must also be sufficiently low as to not cause erosion along the discharge channel or the receiving water.
f-3-c) For sites with less than ten acres disturbed at one time, silt fences, straw bales or equivalent control measures must be placed along all side-slope and down-slope sides of the site. If a channel or area of concentrated runoff passes through the site, silt fences must be placed along the channel edges to reduce sediment reaching the channel. The use of silt fences, straw bales or equivalent control measures must include a maintenance and inspection schedule.
f-4) Any soil or dirt storage piles containing more than ten cubic yards of material should not be located with a down-slope drainage length of less than 25 feet from the toe of the storage pile to a roadway or drainage channel. If remaining for more than seven days, it must be stabilized by mulching, vegetative cover, tarps or other means. Erosion form piles that will be in existence for less than seven days must be controlled by placing straw bales or silt barriers around the storage pile. In-street utility repair or construction soil or dirt storage piles located closer than 25 feet of a roadway or drainage channel must be covered with tarps or suitable alternative control, if exposed for more than seven days the storm drain inlets must be protected with straw bales or other appropriate filtering barriers.
15. Storm Water Management Criteria for Permanent Facilities
a. An applicant must install or construct, on or for the proposed land disturbing or development activity, all storm water management facilities necessary to manage increased runoff so that the two-year, ten-year and 100-year storm peak discharge rates existing before the proposed development are not increased and accelerated channel erosion will not occur as a result of the proposed land disturbing or development activity. An applicant may also make an in kind or monetary contribution to the development and maintenance of the community storm water management facilities designed to serve multiple land disturbing and development activities undertaken by one or more persons, including the applicant.
b. The applicant must give consideration to reducing the need for storm water management facilities by incorporating the use of natural topography and land cover such as wetlands, ponds, natural swamps and depressions as they exist before development to the degree that they can accommodate the additional flow of water without compromising the integrity or quality of the wetland or pond.
c. The following storm water management practices must be investigated in developing a storm water management plan in the following descending order of preference:
c-1) Infiltrations of run-off on-site, if suitable soil conditions are available for use.
c-2) Flow attenuation by use of open vegetated swamps and natural depressions.
c-3) Storm water retention facilities.
d. A combination of successive practices may be used to achieve the applicable minimum control requirements specified in subsection (a) above. Justification shall be provided by the applicant for the method selected.
16. Design Standards.
Storm water detention facilities constructed in the city
must be designed according to the National urban Runoff
Program (NURP), wet basin design criteria and the urban
best management practices as reflected in the MPC
publication, "Protecting Water Quality in Urban
Areas", and must contain, at a minimum, the
following design factors.
a. A permanent pond surface area equal to two percent of
the impervious area draining to the pond or one percent
of the entire area draining to the pond, whichever amount
is greater.
b. An average permanent pool depth of four to ten
feet.
(COMMENTARY: An alternative to subsections (a) and (b)
that the volume of permanent pool be equal to or greater
than the runoff from a 2.0 inch rainfall for the fully
developed site.)
c. A permanent pool length-to-width ratio of 3:1 or greater.
d. A minimum protective shelf extending ten feet into the permanent pool with a slope of 10:1 beyond which slopes should not exceed 3:1.
e. A protective buffer strip of vegetation surrounding the permanent pool at a minimum width of one rod (16.5 feet).
f. All storm water detention facilities must have a device to keep oil, grease and other floatable material from moving downstream as a result of normal operations.
g. Storm water detention facilities for the new development must be sufficient to limit peak flows in each subwatershed to those that existed before the development for the 10-year storm event. Also, calculations and hydrologic models used in determining peak flows must be submitted along with the storm water management plan.
h. All storm water detention facilities must have a forebay to remove coarse-grained particles prior to discharge into a watercourse or storage basin.
17. Wetlands.
a. Runoff must not be discharged directly into wetlands
without presettlement of the runoff.
b. A protective buffer strip of natural vegetation at least one rod (16.5 feet) in width must surround all wetlands.
c. Wetlands must not be drained or filled, wholly or partially, unless replaced by wetland areas of at least equal public value. Replacement must be guided by the following principles in descending order of priority:
c-1) Avoiding the direct or indirect impact of the activity that may destroy or diminish the wetland.
c-2) Minimizing the impact by limiting the degree or magnitude of the wetland activity and its implementation.
c-3) Rectifying the impact by repairing, rehabilitating or restoring the affected wetland environment.
c-4) Reducing or eliminating the impact over time by preservation and maintenance operations during the life of the activity.
c-5) Compensating for the impact by replacing or providing substitute wetland resources or environments. Compensation including the replacement ratio and quality or replacement must be consistent with the requirements outlined in the rules adopted by the Board of Water and Soil Resources described in the Wetland Conservation Act of 1991.
18. Steep Slopes.
No land disturbing or development activities are allowed
on slopes of 18 percent or more.
19. Catch Basins.
All newly installed and rehabilitated catch basins must
be provided with a sump area for the collection of
coarse-grained material. The basins must be cleaned when
they are half filled with material.
20. Drain Leaders.
All newly constructed and reconstructed buildings must
route drain leaders to storm sewer facilities or pervious
areas wherein the runoff can be allowed to infiltrate.
The flow ration of water from the leaders must be
controlled so no erosion occurs in the pervious areas.
21. Inspections and Maintenance.
All storm water management facilities must be designed to
minimize the need of maintenance, to provide access for
maintenance purposes and to be structurally sound. All
storm water management facilities must have a plan of
operation and maintenance that assures continued
effective removal of pollutants carried in storm water
runoff. The City Engineer, or designated representative,
must inspect all storm water management facilities during
construction, during the first year of operation and at
least once every five years thereafter. The inspection
records will be kept on file at the public works
department for a period of six years. It is the
responsibility of the applicant to obtain any easements
or property interests to allow needed access to the storm
water management facilities for inspection and
maintenance purposes.
22. Models/Methodologies/Computations.
Hydrologic models and design methodologies used for the
determination of runoff and analysis of storm water
management structures must be approved by the City
Engineer. Plans, specifications and computations for
storm water management facilities submitted for review
must be sealed and signed by a registered professional
engineer. All computations must appear on the plans
submitted for review, unless otherwise approved the City
Engineer.
23. Watershed Management Plans/Groundwater
Management Plans.
Storm water management plans must be consistent with
adopted watershed management plans and groundwater
management plans prepared in accordance with Minnesota
Statues Section 103B.231 and 103B.255 respectively and as
approved by the Minnesota Board of Water and Soil
Resources.
24. Easements.
It is the responsibility of the applicant to obtain from
adjacent property owners any necessary easements or other
property interests concerning flowage of water.
25. Notification of Failure of the Storm
Water Pollution Control Plan
The city shall notify the developer, when the city is
going to act on the financial securities part of this
ordinance.
26. Enforcement. The city shall be responsible enforcing this ordinance.
27. Right of Entry and Inspection
a-1. Enter upon the permitted site for the purpose of obtaining information, examination of records, conducting investigations, surveys or investigations.
a-2. Bring such equipment upon the permitted development as is necessary to conduct such surveys and investigations.
a-3. Examine and copy any books, papers, records, or memoranda pertaining to activities or records required to be kept under the terms and conditions of this permitted site.
a-4. Inspect the storm water pollution control measures required by the city.
a-5. Sample and monitor any items or activities pertaining to any existing easements, covenants, or deed restrictions. However, where this ordinance imposes greater restrictions, the provisions of this ordinance shall prevail. All other ordinances inconsistent with this ordinance are hereby repealed to the extent of the inconsistency only.
28. Other Controls.
In the event of any conflict between the
provisions of this ordinance and other
provisions of the Zoning Ordinance, the
more restrictive standard prevails.