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Painesville City Zoning Code

TITLE FIVE

SUBDIVISION REGULATIONS

1135.01 PURPOSE.

   The purpose of this chapter is to control the manner in which streets, lots and other elements of a subdivision are arranged on the land to achieve the following:
   (a)   To ensure the establishment of convenient and safe streets;
   (b)   To create usable lots;
   (c)   To provide space for public utilities and reservation of land for recreational uses;
   (d)   To promote attractive and functional neighborhoods;
   (e)   To minimize the undesirable features of unplanned or haphazard growth; and,
   (f)   To ensure accurate surveying, preparing and recording of plats and subdivision of land.
(Ord. 16-19. Passed 9-16-19.)

1135.02 CONFORMITY REQUIRED.

   The arrangement, character, width and location of all arterial, collector or other thoroughfares or extensions thereof shall conform with this Code and the City of Painesville Major Thoroughfare Plan. Thoroughfares not contained in such Plan shall conform to the recommendation of the Planning Commission based upon the design standards set forth in this Code. No final plat of land shall be approved unless it conforms with this Code.
(Ord. 16-19. Passed 9-16-19.)

1135.03 SUITABILITY OF LAND.

   If the Planning Commission finds that land proposed to be subdivided is unsuitable for subdivision development due to flooding, bad drainage, topography, soil types, inadequate water supply, schools, transportation facilities and other such conditions which may endanger health, life or property; and, if from investigations conducted by the public agencies concerned, it is determined that in the best interest of the public the land should not be developed for the purpose proposed, the Commission shall not approve the land for subdivision unless adequate methods are advanced by the applicant for solving the problems that will be created by the development of the land. Specifically, within designated flood-plain areas, residential structures shall have the lowest floor, including basement, elevated to or above the level of the 100-year flood, as determined by the Flood Plain Manager. Nonresidential structures shall be flood proofed to the level of the 100-year flood.
(Ord. 16-19. Passed 9-16-19.)

1135.04 STREET AND CIRCULATION SYSTEM DESIGN.

   (a)   The arrangement, character, extent, width, grade construction and location of all streets shall conform to the Major Thoroughfare Plan, or subsequent amendments thereto, and shall be considered in their relation to existing and planned streets, topographical conditions and public convenience and safety; and in their appropriate relation to the proposed uses of the land to be served by such streets. The Planning Commission shall further be guided by the concept of “complete streets” to properly accommodate all users including pedestrians, bicyclists, transit users and motorists. The Planning Commission may disapprove a street plan which does not insure continuity of the existing street system or contain complete street elements.
   (b)   The street pattern shall discourage through traffic in the interior of a subdivision. Major subdivisions shall be designed to discourage residential driveway access onto major arterial and collector roadways by using access roads. Minimizing driveway access points or curb cuts by using access roads shall be encouraged.
   (c)   The street arrangement shall provide for the continuation of the existing principal streets in adjoining areas to provide for the orderly subdivision of land.
   (d)   Where a residential subdivision exceeds 50 dwelling units, a secondary access point shall be required. The secondary access shall be constructed to the same design and improvement standards as the primary access. For phased developments, the construction of the secondary access shall occur no later than at the time of the construction of the infrastructure associated with the phase that results in the cumulative creation of the number of lots that meet the threshold requiring the secondary access. The Planning Commission may require larger subdivisions to have a proportionately greater number of such access points to ensure adequate vehicular circulation and accessibility by emergency and safety forces.
   (e)   The applicant shall provide within the boundaries of the subdivision plat, the necessary right-of-way for the widening, continuance or alignment of such streets in conformity with the Major Thoroughfare Plan.
   (f)   Private roads shall be constructed to the City of Painesville specifications and standards. The cost of maintenance of such private streets, roadways and easements shall be borne equitably by benefitting property owners. Sufficient legal safeguards shall be taken to guarantee the continuing maintenance of such streets, roadways and easements.
(Ord. 16-19. Passed 9-16-19.)

1135.05 STREET DESIGN STANDARDS: LOCAL STREETS.

   The following table shall be used as a guideline for determining right-of-way and pavement widths. The City Engineer may make adjustments based upon traffic analysis and the criteria for modifications set forth in Section 1135.07. The average daily traffic shall be used to determine street designation.
TERRAIN CLASSIFICATION
Design Standard
LEVEL
ROLLING
HILLY
TERRAIN CLASSIFICATION
Design Standard
LEVEL
ROLLING
HILLY
Minimum Right-of-Way Width (ft)
60
60
60
Minimum Pavement Width (ft)
30
30
30
Minimum Sidewalk Width (ft)
5
5
5
Minimum Stopping Sight Distance (ft)
200
150
110
Maximum Grade %
4
8
15
Maximum Cul-De-Sac Length
500
500
500
Minimum Cul-De-Sac Radius (ROW)
50
50
50
Minimum Cul-De-Sac Radius (pavement)
40
40
40
Minimum Center Line Radius of Streets with an angle of turn of:
   (1) Between 80° and 100° (ft.)
50
50
50
   (2) Less than 80° or more than 10° (ft.)
200
200
150
(Ord. 16-19. Passed 9-16-19.)

1135.06 STREET DESIGN STANDARDS: COLLECTOR.

   Collector streets shall be designed and constructed in accordance with following standards:
TERRAIN CLASSIFICATION
Design Standard
LEVEL
ROLLING
HILLY
TERRAIN CLASSIFICATION
Design Standard
LEVEL
ROLLING
HILLY
Right of Way Width (ft)
60
60
60
Pavement Width (ft)
36
36
36
Sidewalk Width (ft), residential districts
5
5
5
Sidewalk Width (ft), non-residential districts
As determined by Planning Commission
Minimum Stopping Sight Distance (ft)
250
200
150
Maximum Grade %
4
8
12
Maximum Spacing when intersecting with an Arterial (ft)
1,320
1,320
1,320
Minimum Center Line Radius (ft.)
350
230
150
(Ord. 16-19. Passed 9-16-19.)

1135.07 MODIFICATION OF DESIGN STANDARDS.

   Upon recommendation of the City Engineer, the Planning Commission may modify the design standards set forth in Sections 1135.05 and 1135.06 as follows:
   (a)   Where topography or other physical conditions make a particular design standard inappropriate for a specific situation.
   (b)   Where it is in the best interest of the City to reduce the required right-of-way width of a local street to 50 feet and require a utility easement ten feet in width along each side of the street right- of-way.
   (c)   Where it is in the best interest of the City to reduce the required pavement width of a local street to less than 30 feet; provided however, that no pavement width less than 26 feet shall be approved.
   (d)   Where it is in the best interest of the City to modify the requirements for sidewalks in favor of a multipurpose path or other acceptable alternative to sidewalks.
   (e)   Where it is in the best interest of the City to require complete street elements such as:
      (1)   Bicycle lanes adjacent to the roadway;
      (2)   Pedestrian crossing signals which include audible crossing signals for the visually impaired;
      (3)   Improved access to public transit;
      (4)   Street amenities such as benches, lighting and landscaping; and,
      (5)   Appropriate pedestrian signage and way finding enhancements.
(Ord. 16-19. Passed 9-16-19.)

1135.08 HORIZONTAL ALIGNMENT.

   When there is an angle of deflection of more than ten degrees between two centerline tangent sections of a street, a curve of adequate radius shall connect them as required by Sections 1135.05 and 1135.06. Between reverse curves, a minimum tangent of 100 feet shall be introduced.
(Ord. 16-19. Passed 9-16-19.)

1135.09 VERTICAL ALIGNMENT.

   (a)   All vertical changes of grade shall be connected by vertical curves of a minimum length as specified in the most current edition of the Ohio Department of Transportation’s Location and Design Manual, Volume 1.
   (b)   Minimum vertical visibility shall conform to the most current edition of the Ohio Department of Transportation’s Location and Design Manual, Volume 1.
   (c)   No street grade shall be less than 0.5% and in no case shall a street grade be more than 3% within 100 feet of an intersection.
(Ord. 16-19. Passed 9-16-19.)

1135.10 INTERSECTION DESIGN STANDARDS.

   All intersections shall be designed and constructed in accordance with the following:
   (a)   No more than four road legs will be permitted at any intersection, unless otherwise approved by the Planning Commission upon recommendation of the City Engineer. Four-way intersections of local streets should be avoided and threeway or T-intersections should be encouraged wherever possible.
   (b)   Road intersection shall be at 90 degrees where practical, but in no case less than 75 degrees.
   (c)   Those roads intersecting each other from opposite sides shall be directly opposite where possible. Street jogs with centerline offsets shall be prohibited unless specifically approved by the Planning Commission upon recommendation of the City Engineer.
   (d)   The minimum radius of right-of-way lines at intersection corners shall be 50 feet but may be reduced to no less than 25 feet by the Planning Commission upon recommendation of the City Engineer.
   (e)   Streets shall have a minimum clear sight distance along each approach leg as specified in the most current edition of the Ohio Department of Transportation’s Location and Design Manual, Volume 1.
   (f)   There shall be a minimum separation of 300 feet between intersections but may be reduced to no less than 150 feet by the Planning Commission upon recommendation of the City Engineer.
(Ord. 16-19. Passed 9-16-19.)

1135.11 SPECIAL STREET TYPES.

   The following requirements shall apply to special street types:
   (a)   Permanent dead-end streets are prohibited. Temporary dead-end streets shall be permitted only as part of a continuing street plan, and only if a temporary turnaround satisfactory to the Planning Commission in design, is provided, and provisions for maintenance and removal are approved by the City Engineer. Temporary dead-end streets longer than 200 feet are prohibited.
   (b)   Dedication of new half-streets is prohibited. Where a dedicated or platted half-street exists adjacent to the tract being subdivided, the other half shall be platted.
   (c)   Where a subdivision adjoins an arterial street, a marginal access street shall be designed, if the subdivision design is such that residential lots would require direct vehicular access onto the arterial highway. Points of access to the arterial street shall be spaced at a minimum of 1,320 feet. A planting strip having a minimum width of 20 feet shall be provided between the pavement of the arterial street and the pavement of the marginal access street. The minimum width of the marginal access right-of-way shall be 50 feet.
   (d)   Alleys shall not be approved in residential subdivisions, except where justified by unusual circumstance for public access or service. Alleys may be required in commercial and industrial districts if other provisions cannot be made for adequate service access. The minimum widths for alleys shall be 20 feet for the right-of-way and 18 feet for the pavement width. Right-of-way, drainage and construction requirements shall be as determined by the Planning Commission upon recommendation of the City Engineer.
(Ord. 16-19. Passed 9-16-19.)

1135.12 STANDARDS FOR NONRESIDENTIAL SUBDIVISIONS.

   In addition to the requirements of this chapter, nonresidential subdivisions shall be in conformance with the following standards:
   (a)   The design and layout of proposed streets, parcels, blocks, and lot patterns shall be appropriate to the uses anticipated and shall consider the impact on other uses in the vicinity.
   (b)   Streets serving nonresidential developments shall be planned to connect with arterial streets so as not to generate traffic on local streets or direct traffic into residential areas.
   (c)   The intersections of driveways from parking areas with arterial or collector streets shall be located so as to cause the least possible interference with traffic movement on the streets, and shall be located not less than 100 feet from the intersection of an arterial or collector street with any other street, and shall be spaced not less than 200 feet from each other.
   (d)   The Planning Commission may require marginal access streets to provide maximum safety and convenience.
   (e)   Streets shall be planned to be extended to the boundaries of any adjoining land planned for industry, except for severe physical conditions or if the Planning Commission finds such extension is not in accord with the approved plan of the area.
   (f)   Alleys, loading and maneuvering areas, walks, and parking areas shall be located so as to minimize conflict of movement between the various types of vehicular and pedestrian circulation.
(Ord. 16-19. Passed 9-16-19.)

1135.13 SIDEWALKS.

   (a)   Sidewalks shall be required on both sides of the street in all subdivisions except when approved by the Planning Commission in accordance with the criteria for modifications set forth in Section 1135.07 and as follows:
      (1)   Where the predominant lot width in a residential subdivision is greater than 100 feet but less than 150 feet the Planning Commission may permit sidewalks on only one side of the street.
      (2)   Where the predominant lot width in a residential subdivision is greater than 150 feet, the Planning Commission may permit sidewalks on only one side of the street or waive the sidewalk requirement in its entirety.
      (3)   The Planning Commission may modify or waive the requirement for sidewalks for industrial subdivisions as applicable to the circumstances.
   (b)   Sidewalks shall be placed in the right-of-way, parallel to the street, unless an exception has been permitted by the Planning Commission to preserve topographical or natural features or to provide visual interest, or unless the applicant shows that an alternative pedestrian system provides safe and convenient circulation. Any sidewalk outside the right-of-way shall be in an easement approved by the City and as to form by the Law Director.
   (c)   Where possible and appropriate to the nature of abutting uses, sidewalks shall be aligned to connect with existing sidewalks or locations suitable for future sidewalk development on abutting properties.
   (d)   The Planning Commission may require signs, pavement markings or special surface materials to be installed in any location where necessary to promote pedestrian safety and minimize conflict with vehicular movement.
(Ord. 16-19. Passed 9-16-19.)

1135.14 BLOCKS.

   The following regulations shall govern the design and layout of blocks:
   (a)   The arrangement of blocks shall conform to the street planning criteria set forth herein and shall be arranged to accommodate lots and building sites of the size and character required for the district as set forth in this Code and to provide for the required community facilities.
   (b)   Irregularly shaped blocks, those intended for cul-de-sacs or loop streets, and those containing interior parks or playgrounds, may be approved by the Planning Commission if properly designed and located and if maintenance of interior public spaces is covered by agreements approved by the City and as to form by the Law Director.
   (c)   No block shall be longer than 1,500 feet and the block width shall accommodate two tiers of lots, except where unusual topography or other exceptional physical circumstances exist.
   (d)   Where blocks are over 900 feet in length, a crosswalk easement not less than ten feet in width at or near the halfway point may be required, if necessary, to provide proper access to schools, recreational areas, shopping centers and other facilities.
   (e)   For slope areas where the average topographic slope is 15% or greater, refer to Chapter 1141.
(Ord. 16-19. Passed 9-16-19.)

1135.15 LOTS.

   The following regulations shall govern the design and layout of lots:
   (a)   The lot arrangement and design shall be such that all lots will provide satisfactory building sites, properly related to topography and the character of surrounding development.
   (b)   All lots shall conform to or exceed the requirements of this Code.
   (c)   Each lot shall front on a public thoroughfare or a private street.
   (d)   Each lot shall be served by a private driveway.
   (e)   Lot lines shall follow municipal boundary lines rather than cross them.
   (f)   The minimum lot sizes, widths, and setbacks shall be as specified in Chapters 1115 through 1119.
   (g)   In case of unusual soil conditions or other physical factors which may impair the health and safety of the neighborhood in which a subdivision may be located and upon recommendation of the City Engineer, the Planning Commission may require larger lot widths and lot areas as deemed necessary to accommodate adequate area for buildings and associated site improvements. For slope areas where the average topographic slope is 15% or greater, requirements of Chapter 1141 shall apply.
   (h)   All side lot lines shall be at approximate right angles to street lines and radial to curved street lines, except where the Planning Commission determines that a variation to this rule would provide a better layout.
   (i)   Lots with double frontage shall be avoided except where the Commission determines that it is essential to provide separation of residential development on arterial streets.
   (j)   No corner lot shall have a width at the building line of less than 75 feet.
   (k)   No lot shall have an average depth of less than 120 feet except that whenever a lot fronts upon an exterior curved portion of a street, the centerline radius of which is 100 feet or less, then the required minimum lot depth may be reduced to not less than 110 feet.
   (l)   No lot depth shall exceed three times the lot width.
(Ord. 16-19. Passed 9-16-19.)

1135.16 EASEMENTS.

   (a)   Easements at least 15 feet in width centered along rear or side lot lines shall be provided where necessary for utilities.
   (b)   Easements shall also be provided for local drainage purposes along every watercourse, storm sewer, drainage channel or stream within a subdivision, as provided for in Section 1135.18.
   (c)   Utilities situated in such easements shall be placed underground, according to the standards of the appropriate utility company.
(Ord. 16-19. Passed 9-16-19.)

1135.17 FLOOD AREAS AND STORM DRAIN DITCHES.

   (a)   In order to protect the health, safety and general welfare, the Planning Commission shall reject any proposed subdivision located in an area subject to periodic flooding. If the subdivision is located in an area having poor drainage or other adverse physical characteristics, the Commission may approve the subdivision provided the applicant agrees to perform such improvements as will render the area safe for the intended use or has submitted, and Council has accepted, a petition described in Section 1137.10 for improvements including such improvements as will render the area safe for intended use. In lieu of performing, or petitioning for, such improvements, the applicant shall furnish a surety or certified check covering the cost of the required improvements.
   (b)   Flood control or storm drainage facilities shall be provided as follows:
      (1)   Access to flood control or storm drainage ditches and channels shall be by means of easements. Such easements shall be not less than 30 feet in width, exclusive of the width of the ditch or channel, and an easement of this type shall be provided on one side of a flood control or storm drainage ditch, channel or similar type facility;
      (2)   Flood control or storm drainage easements containing underground facilities shall have a minimum width of ten feet;
      (3)   Whenever a flood control or storm drainage ditch or channel has a depth of five feet or more, or a bank slope of two feet horizontal to one foot vertical or steeper, a five-foot high masonry wall or a five-foot high chain link fence may be required by the Planning Commission.
(Ord. 16-19. Passed 9-16-19.)

1135.18 FOOTER DRAINS.

   Upon the recommendation of the City Engineer, footer drains shall be connected to a separate footer drain sewer system. Such footer drain sewer shall have an outfall at such location and elevation as will prevent back pressure under the structure floor slab.
(Ord. 16-19. Passed 9-16-19.)

1135.19 STORM WATER FLOW LIMITATION.

   (a)   After development, the rate of storm water flow from any previously undeveloped or partially developed site of two acres or more shall not exceed the predevelopment rate of flow from a five-year storm.
   (b)   The reduced rate of flow may be obtained by roof detention, detention by landscape configuration or other methods found to be acceptable by the City Engineer.
   (c)   This section shall apply regardless of whether the flow is by means of closed conduit, open channel or natural waterways.
(Ord. 16-19. Passed 9-16-19.)

1135.20 HYDROGEOLOGIC STUDY.

   (a)   Upon the recommendation of the City Engineer, the City may require an applicant to prepare and submit a hydrogeologic study to indicate the degree of limitation and other soil properties which might adversely affect engineering and construction, especially with regard to the feasibility of constructing a basement and utilities.
   (b)   If adverse affects are found, a correction plan is required to be prepared by a professional engineer and submitted to the City Engineer for final review and approval.
   (c)   The City Engineer or designated representative has the authority to request the hydrogeologic study and to add appropriate conditions to the correction plan.
(Ord. 16-19. Passed 9-16-19.)

1135.21 PUBLIC SITES, OPEN SPACE AND NATURAL FEATURES.

   (a)   Where a park, playground, school or public access to water frontage which is shown in the Comprehensive Plan is located in whole or in part in any proposed subdivision, the Planning Commission shall require the dedication of such area within the subdivision as a condition of subdivision approval. The applicant shall pay for only that portion of the cost of the public site that benefits the subdivision as determined by the Commission.
   (b)   For subdivisions not containing public sites as set forth in subsection (a) herein, the applicant shall reserve land for parks, playgrounds and recreation areas as a condition of subdivision approval or payment in lieu thereof for that portion of benefits from public sites accruing to his land as determined by the Commission.
   (c)   The Planning Commission shall wherever possible, establish the preservation of all natural features which add value to residential developments and to the community, such as large wooded areas, watercourses, beaches, areas of historical significance and similar irreplaceable assets.
(Ord. 16-19. Passed 9-16-19.)

1135.22 LANDSCAPE BUFFERS; RESIDENTIAL SUBDIVISIONS AND MULTI- FAMILY DEVELOPMENTS.

   The provisions of this section are intended to protect and enhance the visual appearance of the City by encouraging the preservation of existing trees and natural features; protect property values by providing a transition between dissimilar land uses; and to lessen adverse effects such as noise, odors and dust.
   (a)   Applicability of Requirements. These landscape buffer requirements shall apply to all proposed multi-family developments and residential subdivisions other than minor subdivisions that abut:
      (1)   Any existing collector street.
      (2)   Any residential property that is not a part of the proposed subdivision or multi- family development.
      (3)   Any railroad right-of-way and/or limited access highway (State Routes 2 or 44).
   (b)   Landscape Buffer Materials.
      (1)   Walls and/or fences. Solid walls of stone or brick shall be permitted. Solid wood or vinyl fences shall also be permitted. Such walls or fencing shall be not less than four feet in height nor greater than eight feet in height.
      (2)   Earthen mounds. Earthen mounds as physical barriers to block or screen the view, noise, odor and/or dust shall be permitted. Such mounds shall be a minimum of four feet in height and shall not exceed eight feet in height. The earthen mound shall be constructed having a slope of not greater than 3:1 (one foot of rise for each three feet of run); interfere with drainage; cause ponding; or push water onto adjoining properties as per the requirements of Section 1137.25.
      (3)   Plant materials. Any plantings shall be in conformance with Section 1117.08.
      (4)   Any combination of paragraph (b)(1), (b)(2) and (b)(3) above. A combination of any of the above is also permitted.
   (c)   Height. Utilizing the landscape buffering materials listed in subsection (b) above, no such landscape buffer shall exceed 12 feet in height above finished grade.
   (d)   Location in Common Area. The buffer area shall be constructed on designated common area of the subdivision outside of any subdivision lots to be created.
   (e)   Maintenance. All buffering elements shall be maintained in good condition at all times. Maintenance of the buffer area shall be the responsibility of the homeowners' association of the residential subdivision or owner of the multi-family development.
   (f)   Supplemental Information. Either the installation of the required work shall have been completed or the posting of a bond or other approved sureties shall be approved as per Section 1111.05(b)(4) to ensure installation of the buffer improvement.
(Ord. 16-19. Passed 9-16-19.)

1136.01 PURPOSE; APPLICABILITY.

   Changes in the utilities and communication industries have increased the demand and need for placement of facilities and structures within the City. The City is concerned with the placement of such facilities and structures within the City and desires to promote efficient and logical placement of utility structures so as to promote the public health, safety, morals and general welfare of the City. In addition, the City also desires to protect real estate within the City from impairment and destruction of value and to encourage the use and development of land to stabilize and preserve property values, protect against congested and unsafe traffic conditions, and ensure adequate light, air and open space to all residents of the City. The intent of this chapter is not to hinder or prohibit utility structures, including but not limited to those associated with video services. Rather, the intent is to allow the installation of utility structures within any yard, provided they meet the requirements herein. This chapter shall not apply to utility structures within a public right-of-way.
(Ord. 25-12. Passed 6-18-12.)

1136.02 DEFINITIONS.

   As used in this chapter the following terms shall have the following meanings:
   (a)   “Clearance zone, intersection” means an area adjacent to an intersection in which no utility structure may be located to obstruct vision from the driver's position in a vehicle or a pedestrian approaching on a street.
   (b)   “Essential services” shall mean providing electricity, water, sewer and/or gas.
   (c)   “Front yard”, “rear yard”, and “side yard” shall have the same definition as set forth in Section 1105.04(xx). Provided, however, in the event a lot is on a corner such that both a front yard and side yard abut a street, the side yard that abuts a street shall also be considered a front yard for purposes of this chapter.
   (d)   “Permit” shall mean a certificate of compliance for utility structures on private property issued by the City.
   (e)   “Utility structure” shall mean any above ground structure, facility, or equipment, including but not limited to, pedestals, boxes, cabinets, meters, storage facilities, or utility stations, that are associated with a utility providing services to its customers. Such services shall include, but are not limited to: electricity, natural gas, telecommunications, cable, video and internet service, and water. Utility structure shall not include fire hydrants, utility poles, traffic control devices, or City equipment.
(Ord. 25-12. Passed 6-18-12.)

1136.03 CLASSIFICATION OF UTILITY STRUCTURES.

   Utility structures shall be classified by size as follows:
   (a)   Small utility structures shall be less than 36 inches in height above grade, less than 36 inches in width, and less than 36 inches in depth.
   (b)   Large utility structures shall be equal to or greater than 36 inches in height above grade, equal to or greater than 36 inches in width, and equal to or greater than 36 inches in depth. If all three dimensions do not fall within the same size classification, then the utility structure will be classified based on the dimension that falls within the largest classification.
(Ord. 25-12. Passed 6-18-12.)

1136.04 PERMITS.

   (a)   No person shall install, construct, erect or replace a utility structure unless all provisions of this chapter have been met. To ensure compliance with these regulations, a permit shall be required unless specifically exempted in this chapter.
   (b)   Before any utility structure requiring a permit is installed, constructed, erected or replaced, an application must be made to the Administrator. Every application for permit approval shall be accompanied by a plan drawn to scale that depicts the lot location, right-of-way line, lot dimensions, and proposed location of the utility structures. The application shall include the written consent of the property owner of the proposed location for placement of the proposed utility structure or copy of a recorded easement that permits placement of the utility structure and a statement by the owner of the utility structure that the utility structure is permitted within said easement.
   (c)   A permit issued by the Administrator shall be required for the following utility structures:
      (1)   New small utility structures located in the front yard.
      (2)   New large utility structures regardless of location.
      (3)   Replacement of large utility structures in the front yard.
   (d)   The Administrator shall review the application and make a decision on issuance of a permit within ten days. The Administrator shall issue a permit approving the utility structure if the utility structure meets the location guidelines and screening criteria contained in this chapter.
   (e)   No permit is required for the following utility structures:
      (1)   New small utility structures in the side or rear yard.
      (2)   Replacement of small utility structures regardless of location, provided that all unused utility structures are promptly removed.
      (3)   Replacement of large utility structures in the side or rear yard, provided that all unused utility structures are promptly removed.
      (4)   A utility structure that is physically attached to a building, such as a meter or service box or to the wiring, cable, pipe, or conduit that provides utility service from a service main to the individual property, or to gas meter regulators.
      (5)   The installation of new or the replacement of small and large utility structures on property owned by the City. This does not exempt the utility company from the responsibility of its installation and maintenance in a safe condition or from conforming with applicable provisions of this chapter governing materials, construction and erection.
   (f)   A utility company, providing essential services, has temporary approval to install a utility structure that requires a permit, without a permit, if such installation is required to adequately respond to an emergency with respect to those essential services. Provided however, within seven days after such installation, the utility company shall notify the Administrator of the emergency action taken and the utility company shall, within said seven days, apply for a permit. The utility company shall remove a utility structure placed during an emergency without a permit within 90 days of its installation if a permit is not granted for the utility structure.
(Ord. 25-12. Passed 6-18-12.)

1136.05 LOCATION AND SCREENING.

   (a)   Location.
      (1)   No new or replaced utility structures under this chapter shall be located:
         A.   Within the intersection clearance zone;
         B.   Within a ten-foot minimum from fire hydrants; or
         C.   In a place that will adversely impact the line of sight for any driveways.
      (2)   No new large utility structure shall be placed in a front yard.
      (3)   Where possible, utility structures should be located in a platted utility easement. All utility structures shall be coordinated to the extent possible with existing utility structures, reducing the total number of utility structures within a given 100-foot area, providing the most effective screening, and minimizing the impact on existing trees.
   (b)   Screening.
      (1)   The utility company shall minimize the visual impact of the utility structure, including size, color, and screening. All labeling on any single utility structure shall cover a combined area no larger than one-half square foot in area. The vistas of the property owner and adjacent property owners shall be considered with a goal of obtaining 50% opacity as viewed from neighboring property lines. Fifty percent opacity should be obtained upon installation. However, the Administrator may permit planting to be postponed due to seasonal conditions. Screening is to be achieved by the use of: (i) existing or new vegetation; (ii) existing or new fencing; (iii) existing structures. Final approvals of the screening shall be approved in writing by the Administrator.
      (2)   Electric meters that are to be placed in conjunction with a utility structure installation shall be placed in a manner that minimizes its visibility from the closest public right-of-way. In no case shall electric meters be attached to the top surface of a utility structure.
      (3)   If the utility structure installation requires the installation of a pad affixed to the ground, the pad shall be constructed of concrete.
(Ord. 25-12. Passed 6-18-12.)

1136.06 REMOVAL OF UNLAWFUL STRUCTURES.

   Any prohibited utility structure shall be removed by the owner within ten days of receipt of notification from the Administrator. If such utility structures are not so removed, the Administrator shall cause the utility structure to be removed at the owner's expense.
(Ord. 25-12. Passed 6-18-12.)

1137.01 REQUIREMENTS PRIOR TO CONSTRUCTION OF PUBLIC IMPROVEMENTS.

   The applicant shall comply with the following requirements in order to begin construction on the public improvements pursuant to the approved improvement plan.
   (a)   The following items shall be approved prior to the commencement of construction:
      (1)   The improvement plans for the subdivision.
      (2)   The construction schedule, showing the starting and completion dates for each phase of the construction work, and a date for the completion of the entire subdivision.
      (3)   Any bonds required for the project shall be filed with the City.
   (b)   The contractor shall have all necessary permits required for the project prior to the start of construction.
   (c)   The applicant, the design engineer, the contractor, the City Engineer, the Administrator, and any other officials as may be required, shall attend a preconstruction meeting prior to the commencement of any project. At this time, the project will be discussed in regard to the procedure, construction methods, plans, materials, inspections, stormwater management, erosion control, and any other improvements as applicable.
   (d)   For phased development, each phase shall be considered as an independent unit and as such shall comply with the provisions of this Code and all other applicable regulations.
(Ord. 16-19. Passed 9-16-19.)

1137.02 AUTHORITY OF CITY ADMINISTRATION.

   The City Manager or designee authorized to adopt reasonable and appropriate standards and requirements to augment the basic requirements of these Subdivision Regulations. This is in order to allow for frequent revision, on an administrative action basis, of those standards and requirements that would be most subject to change, as a result of advancing technology, changes in market supply of construction materials and other valid reasons.
(Ord. 16-19. Passed 9-16-19.)

1137.03 IMPROVEMENT PLANS.

   (a)   The improvement plans shall be prepared on 24 by 36 inch paper and be available in a digital format for electronic transmission. The improvement plans shall consist of the following sections:
      (1)   Plan view and profile;
      (2)   Cross sections;
      (3)   Typical sections of right of way; and
      (4)   Details.
   (b)   Plan View and Profile. The scale to be used in the plan view shall be one inch equals 30 feet and the scale used in the profile shall be one inch equals five feet.
   (c)   Cross Sections. Cross sections of the right-of-way every 100 feet and the scale shall be:
      (1)   Horizontal: one inch equals five feet.
      (2)   Vertical: one inch equals two feet.
   (d)   Typical Section. Typical section plan of the right-of-way shall be drawn showing thickness and width of the cushion course, pavement, drain tile, sidewalk, etc.
   (e)   Detailed Drawings. Detailed drawings of curb and gutter, integral curb, hinge joint, contraction joint, longitudinal and construction joint, expansion joint, standard concrete driveway, concrete sidewalk, manholes, inlet or catch basin, hydrant detail, waterline off-set detail, thrust blocking, pipe embedment, etc., and electrical plans as required by the City Engineer or Electric Superintendent.
(Ord. 16-19. Passed 9-16-19.)

1137.04 SUBMISSION OF PLANS.

   Prior to final approval of the subdivision by the Planning Commission, the developer shall deliver to the City one second original of the plat and, unless the improvements are being constructed by the City pursuant to a petition described in Section 1137.10, two sets of prints of the "as built" improvement plans.
(Ord. 16-19. Passed 9-16-19.)

1137.05 CHARGES FOR ENGINEERING DEPARTMENT SERVICES.

   Charges for City Engineering Department services for the plan review, supervision and inspection of construction shall be as indicated in Section 1105.05.
(Ord. 16-19. Passed 9-16-19.)

1137.06 GRADING PLAN.

   The applicant shall submit a grading plan for approval showing all existing and proposed elevations at all corners of lots in the proposed subdivision. The grading plan shall show building footprints with their finished grades marked. The maximum depth of building footer shall also be marked.
(Ord. 16-19. Passed 9-16-19.)

1137.07 DRAINAGE MAP.

   The applicant shall submit a drainage map covering all areas which contribute or may contribute storm water, either in conduits or by overland flow to the site of the proposed subdivision.
(Ord. 16-19. Passed 9-16-19.)

1137.08 ESTIMATE OF COST OF THE IMPROVEMENTS.

   The applicant shall submit an estimate of cost of the proposed improvements shall be prepared by a professional engineer licensed in the State of Ohio and approved by the City Engineer. The City Engineer may add to the estimate an amount to cover contingencies, including inspection costs, to arrive at the total estimated cost. The approved total of estimated costs shall be the basis for the establishment of the performance bond amount.
(Ord. 16-19. Passed 9-16-19.)

1137.09 PLAN REVIEW BY CITY ENGINEER.

   Unless the applicant has submitted a petition described in Section 1137.10, prior to the review of the improvement plans by the City Engineer, the developer shall deposit with the City an amount as indicated in Section 1105.05. Any such deposit will be accompanied by an agreement to the effect that the deposit will be increased as needed to cover the City's costs of review.
(Ord. 16-19. Passed 9-16-19.)

1137.10 GUARANTEE FOR INSTALLATION OF IMPROVEMENTS.

   Prior to the granting of final plat approval by the Planning Commission, either:
   (a)   All improvements required herein shall have been constructed, or, to the extent contemplated by this Code, financial guarantees for their construction shall have been posted; or
   (b)   In the case of a plat including only lands inside the City, the applicant shall have petitioned Council for the construction of such improvements and the levying of special assessments to pay costs thereof and Council shall have accepted that petition. If any such petition is accepted by Council, the fact of such acceptance shall be noted on the final plat prior to its recording. Any such petition shall:
      (1)   Describe in specific terms the kinds of improvements to be constructed and the location and termini of such improvements;
      (2)   Be signed by the applicant and each owner of each property to be assessed for the improvements and, to the extent known, by the prospective owners of each such property;
      (3)   Waive the procedural requirements of R.C. Chapter 727 and all resolutions, ordinances, hearings and notices for the making of such improvements and the levying of special assessments to pay costs thereof;
      (4)   Set forth what portion, if any, of the cost of the improvements the City will assume;
      (5)   State whether the improvements are to be installed all at once or, with the approval of the City Engineer and the Planning Commission, whether portions of the improvements may be installed as determined by the Engineer and Commission to be desirable; and
      (6)   Contain such other provisions as the Law Director may determine to be appropriate for the proper safeguarding of the City's interests.
(Ord. 16-19. Passed 9-16-19.)

1137.11 UNINSTALLED IMPROVEMENTS.

   As provided in Section 1111.05(b)(4)D., certain improvements that may be damaged during the course of construction such as sidewalks may be constructed after final approval of the plat by the Planning Commission. Such uninstalled improvements shall be covered by a surety or certified check for the amount of the City Engineer's estimate of the construction cost of such improvements.
(Ord. 16-19. Passed 9-16-19.)

1137.12 MAINTENANCE BOND.

   Prior to final approval of the plat and improvement plans by the Planning Commission, the developer will be required to post a maintenance bond for all completed improvements with a term of three years. The bond term shall commence upon 100% completion of all improvements. The amount of the bond shall be 10% of the cost of the improvements as approved by the City Engineer and approved as to form by the Law Director.
(Ord. 16-19. Passed 9-16-19.)

1137.13 CONSTRUCTION PROCEDURE AND MATERIALS.

   Improvements designed and constructed shall meet the standards outlined herein.
   (a)   Construction shall be performed under City supervision and inspection and shall be completed within the time fixed or agreed upon by the City Engineer.
   (b)   The minimum requirements for materials shall be in accordance with the standards of the current volume of "Construction and Material Specifications" of the Division of Highways of the Ohio Department of Transportation and the requirements of the Ohio Department of Health.
   (c)   All inspection costs for such improvements shall be the responsibility of the applicant.
(Ord. 16-19. Passed 9-16-19.)

1137.14 MONUMENTS, MARKERS AND PINS.

   (a)   Permanent concrete monuments shall be accurately set and established at the intersections of all outside boundary lines of the subdivision; at the intersections of those boundary lines with all street lines; at the beginning and end of all curves; at points on curves where the radius or direction changes; and at such other points as are necessary to establish definitively all lines of the plat, including all lot corners.
   (b)   Stone or concrete monuments shall be at least six inches in diameter, and shall be provided with an appropriate center point.
   (c)   Solid iron pins or iron pipe monuments at least one inch in diameter and at least 30 inches long may be used at all other points.
   (d)   Iron pins shall be set for the right-of-way prior to the installation of the permanent monuments on the center line of the road and before recording of the plat. Any pins set shall be located on the plat.
(Ord. 16-19. Passed 9-16-19.)

1137.15 STREET IMPROVEMENTS.

   All streets shall be graded to their full width including side slopes, and improved in conformance with the standards given or referred to in this Code. All street construction shall also be in accordance with applicable City specifications.
(Ord. 16-19. Passed 9-16-19.)

1137.16 STREET WIDTH.

   Minimum street pavement widths shall conform to the standards given in Sections 1135.05 through 1135.07, inclusive.
(Ord. 16-19. Passed 9-16-19.)

1137.17 STREET SUBGRADE.

   (a)   The street subgrade shall be free of sod, vegetative or organic matter, soft clay, and other objectionable materials for a depth of at least two feet below the finished surface. The street subgrade shall be properly rolled, shaped and compacted, and a minimum of two proof rollings will be required prior to paving under the direction and approval of the City Engineer.
   (b)   All fill underlying a proposed roadway shall be compacted to a density of 98% or greater. Inspection of fill shall be conducted by the City Engineer. The applicant shall have fill material tested by a responsible testing company at the applicant expense. Those results will be reviewed and approved by the City Engineer.
(Ord. 16-19. Passed 9-16-19.)

1137.18 STREET BASE COURSE.

   The base course shall be an aggregate limestone base (Ohio Department of Transportation (ODOT) Item 304) of a minimum thickness of six, or as determined by the City Engineer.
(Ord. 16-19. Passed 9-16-19.)

1137.19 PAVEMENT CONSTRUCTION.

   A concrete or asphaltic concrete pavement shall be constructed in each street proposed to be dedicated. The pavement material shall be as determined by the City Engineer. In certain special instances where it is proposed to use an existing dedicated street with an inadequate pavement as a principal access street to the proposed subdivision, the City may require that new pavement and sidewalks be constructed on the principal access streets at no expense to the City. The new pavement shall be built with a six-inch Ohio Department of Transportation (ODOT) Type 2A or Type 6 Portland cement concrete curb on each side of the pavement. The minimum section of the pavement shall be as follows, and shall be constructed in accordance with the Ohio Department of Transportation (ODOT) "Construction and Materials Specifications", as directed by the City Engineer.
   PAVEMENT TYPES
   (a)   Concrete Pavement.
      (1)   A seven inch minimum thickness per ODOT Item 451 and 452, excluding the base course.
      (2)   Tests will be made by a commercial testing laboratory, at the expense of the contractor, twice each day. Tests will be done for air content and slump. Each test will consist of three cylinders, one to be broken at seven days and the other two cylinders will be broken at 28 days.
   (b)   Asphaltic Concrete Pavement.
 
Subgrade CBR Value*
Pavement Thickness (inches), excluding base course
Item 301
Item 402
Item 404
3
6
2
1-1/2
5
5
1-1/2
1-1/2
7
4-1/2
1-1/2
1-1/2
10 and more
4
1-1/2
1-1/2
*To be determined by laboratory analysis and field verification prior to pavement construction. All testing shall be at the expense of the contractor.
 
   (c)   At all street intersections, the pavement shall be joined by a circular curve or turnout of a minimum radius per Table 4 in Section 1135.10, measured to the outside of the pavement. It is recommended that wherever feasible, the radius point of the pavement turnout should be made coincident with that of the right-of-way.
   (d)   In order to insure a minimum sight distance of 500 feet and with due allowance for reasonable vertical curves, the maximum gradient shall be 8%.
   (e)   In order to have a good drainage, no longitudinal pavement grade shall be less than 0.5%.
   (f)   Changes of gradient of 1% or more shall be connected by a vertical curve.
   (g)   A four-inch or six-inch curb underdrain, Ohio Department of Transportation (ODOT) Item 605, of material acceptable to the City Engineer with a suitable granular backfill shall be provided on the outside of each curb to adequately drain the subbase or subgrade.
(Ord. 16-19. Passed 9-16-19.)

1137.20 SIDEWALKS AND DRIVEWAYS.

   (a)   Sidewalks shall be so positioned as determined by the City Engineer.
   (b)   The minimum thickness shall be four inches. At driveways and other points of vehicular crossings, the thickness shall be six inches in residential districts and eight inches in all other districts. The City Engineer may require suitable steel reinforcing at commercial and industrial drive crossings, or wherever heavy or frequent vehicular loads are contemplated.
   (c)   The sidewalks shall be extended to the curb at all street intersections and at all proposed pedestrian crosswalks with appropriate curb ramps approved by the City Engineer.
   (d)   Concrete drive aprons shall be constructed from the sidewalk to the curb before the completion of each residential, commercial or industrial unit and shall meet the same requirements for sidewalk thickness and reinforcement.
   (e)   Each lot shall be served by a separate driveway. Driveways shall have a maximum grade of 10%. Curb cuts for straight curbs and the flare for rolled curbs shall be three feet wider than the driveway pavement on each side for residential units and five feet wider than the driveway pavement for multi-family, commercial, and industrial units; plus 18 inches on each side for curb transitions.
(Ord. 16-19. Passed 9-16-19.)

1137.21 STREET NAME SIGNS; STREET NAMING.

   (a)   Street name signs, of a type in use throughout the City, shall be erected by the applicant at all intersections at no cost to the City, unless otherwise provided in a petition described in Section 1137.10 that has been accepted by Council.
   (b)   Whenever a new street is constructed along the approximate alignment or extension of an existing street, its name shall be the same as that of the existing one.
   (c)   Whenever a street alignment changes direction more than 75 degrees without a return to the original alignment within a distance of 500 feet, then the name of the street shall be changed at the point of curvature.
   (d)   Whenever a cul-de-sac street serves not more than three lots, the name of the intersecting street shall apply to the cul-de-sac.
   (e)   Street names shall be sufficiently different in sound and spelling from other street names in the City. To avoid duplication and confusion, the proposed names of all streets shall be approved by the City Engineer prior to such names being assigned or used.
(Ord. 16-19. Passed 9-16-19.)

1137.22 STREET AND WALKWAY LIGHTING.

   (a)   The applicant shall install street lights in accordance with standards and specifications of the City Engineer except as provided in the following paragraph and unless otherwise provided in a petition described in Section 1137.10 that has been accepted by Council.
   (b)   The wiring for street lighting shall be underground unless otherwise determined by the Superintendent of Electric Power on a case by case basis, taking into consideration ground conditions such as bedrock, underground water conditions and means of electric service, that aerial wiring is more appropriate for the circumstances.
   (c)   The Superintendent of Electric Power shall supervise the installation of all electric facilities and he shall determine whether the City or the applicant will install such facilities. In cases where the City will install all the electrical facilities other than pursuant to a petition described in Section 1137.10, the applicant shall pay, in advance, the cost of such installation as determined by the Superintendent.
(Ord. 16-19. Passed 9-16-19.)

1137.23 TOPSOIL AND SEEDING.

   Unless otherwise provided in a petition described in Section 1137.10 that has been accepted by Council, the developer shall:
   (a)   Place topsoil material in the tree lawn in accordance with Item 653 of the Division of Highways of the Ohio Department of Transportation "Topsoil Furnished and Placed"; and
   (b)   Seed and mulch the tree lawn area in accordance with Item 660 of the Division of Highways of the Ohio Department of Transportation "Seeding and Mulching."
(Ord. 16-19. Passed 9-16-19.)

1137.24 STREET TREES.

   Unless otherwise provided in a petition described in Section 1137.10 that has been accepted by Council, the applicant shall include provisions for street trees subject to the following:
   (a)   Throughout new subdivisions existing trees should be preserved to the fullest reasonable extent, giving special consideration to mature or exceptional specimens.
   (b)   Street trees shall be required at 50-foot intervals.
   (c)   The minimum street tree setbacks shall be determined the City based on the growth characteristics of the proposed tree, the width of the right-of-way in question, and the required visibility factors for the roadway as determined by the City Engineer.
   (d)   Trees shall be a minimum of two-inch caliper as measured four feet above the approved finished grade and shall be a minimum planted height of ten to 12 feet.
   (e)   The applicant shall maintain all trees for a period of one year after any installation and replace any tree which fails to survive or does not exhibit normal growth characteristics of health and vigor within such period. The guarantee period shall begin after the installation has been approved by the City. A final inspection shall be made at the end of the guarantee period. All trees not exhibiting a healthy, vigorous growth condition as determined by the City’s inspection shall be promptly replaced at the expense of the applicant. Upon replacement, the one year guarantee period shall recommence for those materials having been replaced.
(Ord. 16-19. Passed 9-16-19.)

1137.25 GRADING.

   Each residential, commercial or industrial lot or parcel shall be so graded as to allow no ponding whatsoever of any surface water.
   (a)   Wherever feasible, grading shall be accomplished in such fashion that all surface water shall drain into inlets constructed within limits of the right-of-way.
   (b)   When necessary, inlets and conduits draining into storm conduits shall be constructed in areas outside the limits of the right-of-way.
   (c)   The methods outlined in subsections (a) and (b) hereof are not to be construed as to prohibit any drainage, wherever feasible, into natural or constructed drainage channels.
   (d)   Special attention shall be given to avoid any ponding or excessive runoff to contiguous property of any surface water, both during and subsequent to the period of construction.
   (e)   In unpaved areas the minimum allowable gradient of the surface to accomplish overland flow shall be .7%.
   (f)   The maximum allowable length of flow of surface water over unpaved areas before entering an inlet or a channel shall be 300 feet.
(Ord. 16-19. Passed 9-16-19.)

1137.26 STORM SEWERS.

   An adequate storm drainage system shall be constructed for each proposed subdivision or development. The storm drainage system shall consist of a system of underground conduits, which provide adequate inlets for all surface runoff and a separate storm drainage connection for each individual residential, commercial or industrial unit.
   (a)   The sizes of storm drainage conduits shall be computed by the rational method. All computations shall be submitted for review and approval. The computations shall be based on a five year frequency rain and that the maximum allowable time of concentration of initial inlet shall be 20 minutes.
   (b)   All public storm conduits shall be a minimum of 12 inches in diameter and constructed at such a gradient as to maintain a minimum velocity of flow of two feet per second when flowing at 50% of capacity.
   (c)   All storm sewer conduits constructed within or outside the limits of the right-of-way, shall be constructed of reinforced concrete pipe meeting the ASTM, Int’l, specification C-76 and all joints shall be sealed with an approved field-applied bituminous pipe joint compound, or Polyvinyl Chloride (PVC) minimum SDR35, or Polyethylene Pipe ASTM D-3350; sizes and materials shall be determined by the City Engineer.
   (d)   All service connections to public storm conduits shall be six inches in diameter or larger and shall extend from the main conduit to the limits of the right-of-way or utility easement. Downspouts and footer drains of structures shall not be connected to the curb, or directly to a storm sewer.
   (e)   Unless otherwise specifically authorized by the City Engineer, the minimum depth of the invert of the storm service connection at the right-of-way line shall be six feet below the established centerline grade of the pavement.
   (f)   In general, storm manholes shall be precast type and they shall be constructed at all change of alignment and grade of the conduit, and at maximum intervals of 300 feet.
   (g)   The inlets shall be grate type and the slots shall run parallel to the direction of the flow and be at least 12 inches long and the area of the opening shall be at least 50% of the area of the grate.
   (h)   All areas which contribute or may contribute storm water, either in conduits or by overland flow, to the proposed storm drainage system shall be considered in the determination of the size of the proposed storm conduits.
   (i)   Where natural drainage channels intersect any right-of-way, the applicant shall construct satisfactory bridges and/or culverts, unless the applicant has submitted, and Council has accepted, a petition described in Section 1137.10 for the construction of such improvements. The culverts shall extend across the entire right-of-way width of the proposed street. The cover over the culvert and its capacity shall be determined by the City Engineer. The minimum diameter of a culvert pipe shall be 18 inches, and headwalls are required at each end of the culvert.
(Ord. 16-19. Passed 9-16-19.)

1137.27 SANITARY SEWERS.

   Each residential, commercial or industrial use shall be serviced by an adequate sanitary sewage collection and disposal system.
   (a)   All public sanitary sewers shall be eight inches in diameter or larger, constructed at such a gradient as to maintain a minimum velocity of two feet per second or greater when flowing at 50% capacity using Kutter’s "n" value of 0.013. All sewers shall be designed and installed so that at maximum rate of flow, the flow shall not exceed 70% of absolute theoretical capacity.
   (b)   After construction and cleaning, all main sewers including the manholes, laterals and house connections, shall undergo an infiltration or exfiltration test. The controlling water level shall not be less than three feet above the top of the pipe or the ground water table at the upper end of the section being tested. The maximum allowable rate of infiltration or exfiltration shall not exceed 100 gallons/inch diameter/mile of sewer/day.
   (c)   All service connections to public sanitary sewers shall be six inches in diameter or larger with a minimum slope of one-eighth inch per lineal foot of pipe, and shall extend from the main sewer to the limits of the dedicated right-of-way or utility easement. The last two bell ends and the stopper for each connection shall be painted yellow for purposes of identification. Service connections shall meet the same material specifications as public sanitary sewers.
   (d)   All public sanitary sewers 15 inches in diameter or less, including service connections thereto, constructed within the limits of the right-of-way shall be constructed of extra strength clay pipe ASTM Int’l. specification C-700 with pipe joints ASTM C-425, or Polyvinyl Chloride (PVC) minimum SDR35 with pipe joints ASTM specifications D3212-73T, as determined by the City Engineer.
   (e)   All public sanitary sewers 18 inches in diameter or more, constructed within the limits of the right-of-way or easements, shall be constructed of reinforced concrete pipe meeting the specifications of the ASTM, Int’l. specification C-76 with joints of a factory fabricated flexible gasket, meeting the specifications for joints for circular concrete sewer, using flexible, watertight, rubber type gaskets, ASTM specification C-443.
   (f)   Unless otherwise specifically authorized the minimum depth of the invert of the sanitary sewer connection at the right-of-way line shall be six feet below the established centerline grade of pavement.
   (g)   In general, sanitary manholes shall be constructed at all changes in alignment and grade of the sewer, and at maximum intervals of 350 feet on sewers to 24 inches diameter and at maximum intervals of 450 feet on sewers over 24 inches diameter.
   (h)   Prior to construction, the applicant shall submit plans for the construction of sewage collection to the Ohio Environmental Protection Agency for approval.
(Ord. 16-19. Passed 9-16-19.)

1137.28 WATER SUPPLY.

   (a)   The applicant shall construct a system of water mains and connect with the public water system to supply adequate public water service for each parcel of land to be occupied by a residential, commercial or industrial unit.
   (b)   All water mains for fire protection and local domestic water in public thoroughfares shall be C-909 PVC pressure class 235 or Class 52 cement-lined cast/ductile iron pipe meeting or exceeding Class 52 specifications, as determined by the City Engineer and the Superintendent of the Water Department. Minimum diameter of eight inches shall be required, always with the approval of the City Engineer and the Superintendent of the Water Department.
   (c)   All water mains and appurtenances shall be constructed in accordance with the rules, standards and specifications of the City and the American Water Works Association.
   (d)   All drawings shall show placement of hydrants and size of water mains according to the following specifications:
      (1)   A minimum of two hydrants within 500 feet of any building.
      (2)   No part of a building should be more than 300 feet from a hydrant.
      (3)   Hydrants are to be installed according to City standards.
      (4)   Size of mains:
         A.   Minimum size line to be eight inches or as determined by the Water Division.
         B.   Location of hydrants on the site shall be approved by the Fire Department.
      (5)   Driveway arrangement shall be designed so that fire equipment can reach hydrants by the use of such drives.
(Ord. 16-19. Passed 9-16-19.)

1137.29 OTHER UTILITIES.

   (a)   All public utility lines for telecommunications and electric service shall be provided and placed underground in all subdivisions. Gas and cable television service may be required in the same manner where reasonably accessible.
   (b)   Whenever such facilities are reasonably accessible and available, they may be required to be installed within the area prior to the approval of the final plat.
   (c)   Prior to approval by the City Engineer, improvement plans, for electric lines, telecommunications lines, gas lines, and cable television lines shall be submitted to the applicable utility companies for review and recommendation.
   (d)   The applicant shall provide the trenching for such service installation and all costs associated with the purchase and installation of decorative street lights as approved by the City Engineer and Electric Superintendent.
   (e)   The Planning Commission may modify the requirements of this section upon recommendation of the City Engineer and when such modification is necessary or desirable for the public interest.
(Ord. 16-19. Passed 9-16-19.)

1137.30 LOCATION OF UTILITIES.

   The City Engineer shall determine the exact location of the proposed utilities in the right-of-way or easement.
(Ord. 16-19. Passed 9-16-19.)

1137.31 OVERSIZE AND OFF-SITE IMPROVEMENTS.

   The utilities, pavements and other land improvements required for the proposed subdivision shall be designed of oversize and/or with extensions provided to serve nearby land which is an integral part of the neighborhood service or drainage area as determined by the City Engineer.
(Ord. 16-19. Passed 9-16-19.)

1137.32 EXTENSIONS TO BOUNDARIES.

   The applicant may be required to extend, or submit a petition described in Section 1137.10 for the extension of, the necessary improvements to the boundaries of the proposed subdivision to serve adjoining unsubdivided land as determined by the Planning Commission.
(Ord. 16-19. Passed 9-16-19.)

1137.33 OFF-SITE EXTENSIONS.

   If streets or utilities are not available at the boundary of a proposed subdivision, and if the Planning Commission finds the extensions across undeveloped areas would not be warranted as a special assessment to the intervening properties or as a municipal expense until some future time, the applicant may be required, prior to approval of the final plat, to obtain necessary easements or rights-of- way and construct and pay for such extensions. Such improvements shall be available for connections by subdividers of adjoining land.
(Ord. 16-19. Passed 9-16-19.)

1139.01 PURPOSE.

   It is hereby determined that the system of headwaters, rivers, streams, wetlands, and other natural watercourses within the City of Painesville contributes to the health, safety and general welfare of its residents. The purpose of these regulations is to protect and enhance the functions of riparian areas by providing reasonable controls governing buildings, structures, uses, and related soil disturbing activities within a riparian setback or wetland setback. It is the further intent of this chapter to regulate uses and developments within riparian and/or wetland setbacks that would impair the ability of those areas to:
   (a)   Reduce flood impacts by absorbing peak flows, slowing the velocity of floodwaters, and regulating base flow.
   (b)   Assist in stabilizing the banks of watercourses, reduce stream bank erosion, and the downstream transport of sediments eroded from such watercourse banks.
   (c)   Reduce pollutants in watercourses during periods of high flows by filtering, settling, and transforming pollutants already present in watercourses.
   (d)   Reduce pollutants in watercourses by filtering, settling, transforming, and absorbing pollutants in runoff before they enter watercourses.
   (e)   Provide watercourse habitats, including many of Ohio’s endangered and/or threatened species, with shade and food by maintaining diverse and connected wetland and riparian vegetation.
   (f)   Benefit the City by minimizing encroachment on wetlands and watercourses minimizing the need for costly engineering solutions or other invasive measures that may be necessary to protect persons, buildings, structures, and uses as well as to reduce the damage to real property and threats to overall public health and safety within the affected watershed.
   (g)   Benefit the City by contributing to preserving the scenic beauty of the environment in order to maintain the character of the City of Painesville, the quality of life of the residents, and the corresponding property values.
(Ord. 16-19. Passed 9-16-19.)

1139.02 APPLICABILITY.

   (a)   The regulations as set forth herein shall apply to:
      (1)   All riparian areas meeting the criteria as set forth herein.
      (2)   All zoning districts.
      (3)   All buildings, structures, uses, and related soil disturbing activities on lands containing a designated watercourse and/or wetland, except as otherwise provided herein.
   (b)   No certificate of compliance shall be issued for any building, structure, or use on a lot containing, wholly or partly, a designated watercourse except in conformity with this chapter.
   (c)   Where this chapter imposes a greater restriction upon land than is imposed or required by any other provision of law, regulation, contract, or deed, the provisions of this chapter shall control.
   (d)   If any clause, section, or provision of this regulation is declared invalid or unconstitutional by a court of competent jurisdiction, validity of the remainder shall not be affected.
(Ord. 16-19. Passed 9-16-19.)

1139.03 DEFINITIONS.

   In addition to the definitions set forth in Chapter 1107, for the purpose of this chapter, the following terms shall mean:
   (a)   Class III primary headwater habitat stream - The highest quality primary headwater habitat streams as described in the most current version of the Ohio EPA Field Evaluation Manual for Ohio’s Primary Headwater Habitat Streams.
   (b)   Damaged or diseased trees - Trees that have split trunks; broken tops; heart rot; insect or fungus problems that will lead to imminent death; undercut root systems that put the tree in imminent danger of falling; lean as a result of root failure that puts the tree in imminent danger of falling; or any other condition that puts the tree in imminent danger of being uprooted or falling into or along a watercourse or onto a structure.
   (c)   Designated watercourse - A watercourse within the City that is in conformity with the criteria set forth in these regulations.
   (d)   Drainage ditch - A channel for carrying off excess water.
   (e)   Dumping - The grading, pushing, piling, throwing, unloading or placing soil or other material.
   (f)   Federal Emergency Management Agency (FEMA) - The agency with overall responsibility for administering the National Flood Insurance Program.
   (g)   Flood insurance rate maps (FIRM) - The official map of a community on which FEMA has delineated both the special hazard areas and the risk premium zones applicable to the community.
   (h)   Lake County Soil and Water Conservation District (Lake SWCD) - An entity organized under R.C. Chapter 1515 referring to either the Conservation District Board or its designated employee(s).
   (i)   Mitigated wetlands - Those actions taken to avoid, minimize, or deter the need to adversely affect existing wetlands and similar habitats.
   (j)   Noxious weed - Any plant species defined by the Ohio Department of Agriculture as a “noxious weed” and listed as such by the Department. For the purposes of this chapter, the most recent version of this list at the time of application of this regulation shall prevail.
   (k)   One hundred (100) year floodplain - Any land susceptible to being inundated by water from a base flood. The base flood is the flood that has a 1% or greater chance of being equaled or exceeded in any given year. The 100 year floodplain shall be identified by FEMA.
   (l)   Ordinary high water mark - The point of the bank or shore to which the presence and action of surface water is so continuous as to leave a district marked by erosion, destruction or prevention of woody terrestrial vegetation, predominance of aquatic vegetation, or other easily recognized characteristic. The ordinary high water mark defines the bed and bank of a watercourse.
   (m)   Riparian area - Land that is naturally vegetated and adjacent to designated watercourses that, if appropriately sized, helps to stabilize stream banks, limit erosion, reduce flood size flows, and/or filter and settle out runoff pollutants, or performs other functions consistent with the purposes of this chapter.
   (n)   Riparian setback - The real property adjacent to a designated watercourse located in the area defined by the criteria set forth in this chapter.
   (o)   Riparian setback map - A map identifying designated watercourses and their riparian setbacks including any additions, amendments, or deletions to the map, as created and updated from time to time by the appropriate governmental agencies.
   (p)   Soil disturbing activity - Clearing, grading, excavating, filling, or other alteration of the earth’s surface where natural or human made ground cover is destroyed and which may result in, or contribute to, erosion and sediment pollution.
   (q)   Watercourse - Any brook, channel, creek, river, or stream having banks, a defined bed, and a definite direction of flow, either continuously or intermittently flowing.
   (r)   Watershed - The region drained by a watercourse.
   (s)   Wetland - Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions, including swamps, marshes, bogs, and similar areas. (40 CFR 232, as amended).
      (1)   Category 1: Wetlands with minimal wetland function and/or integrity. Ohio Administrative Code (O.A.C.) Rule 3745-1-53(c) of the Ohio EPA.
      (2)   Category 2: Wetlands with moderate wetland function and/or integrity. Ohio Administrative Code (O.A.C.) Rule 3745-1-53(c) of the Ohio EPA.
      (3)   Category 3: Wetlands with superior wetland function and/or integrity. Ohio Administrative Code (O.A.C.) Rule 3745-1-53(c) of the Ohio EPA.
   (t)   Wetland setback - The real property adjacent to a wetland located in the area defined by the criteria set forth in this regulation.
(Ord. 16-19. Passed 9-16-19.)

1139.04 ESTABLISHMENT OF DESIGNATED WATERCOURSES.

   (a)   Designated watercourses, shall be only those watercourses meeting any one of the following criteria:
      (1)   Watercourses draining an area equal to or greater than one square mile; or
      (2)   Watercourses draining an area less than one square mile and having a defined bed, bank, and definite direction of flow, either continuously or intermittently flowing, including through culverts, bridges and other conveyance structures; or,
      (3)   Any watercourse newly constructed, altered, restored, or proposed in a development or as part of an overall development plan. Such projects shall show compliance with all applicable local, state, and Federal requirements.
   (b)   Riparian setbacks do not apply to drainage ditches, constructed exclusively for road side drainage and that are generally parallel to road; provided however, that the City Engineer may establish the minimum setback necessary to prevent an obstruction that could compromise the integrity of the ditch slope.
   (c)   In determining if watercourses meet the criteria in subsection (a) above, the City may consult with a representative of the Lake SWCD or any other technical expert(s) as necessary.
   (d)   Final determination shall be made by the City Manager in accordance with the rules herein.
(Ord. 16-19. Passed 9-16-19.)

1139.05 RIPARIAN SETBACKS.

   (a)   Riparian setbacks shall be required on all land adjacent to designated watercourses. The setback distance, established as follows, will be determined by the size of the watershed that the watercourse drains.
      (1)   A minimum of 120 feet on each side of all designated watercourses draining an area equal to or greater than 50 square miles.
      (2)   A minimum of 100 feet on each side of all designated watercourses draining an area equal to or greater than 20 square miles and up to 50 square miles.
      (3)   A minimum of 75 feet on each side of all designated watercourses draining an area equal to or greater than ten square miles and up to 20 square miles.
      (4)   A minimum of 50 feet on each side of all designated watercourses draining an area equal to or greater than five square miles and up to ten square miles.
      (5)   A minimum of 40 feet on each side of all designated watercourses draining an area equal to or greater than two and one-half square miles and up to five square miles.
      (6)   A minimum of 25 feet on each side of all designated watercourses draining an area less than one square mile and up to two and one-half square miles.
 
Watershed Size (In Square Miles)
Setback Distance (Minimum)
50 or greater
120 Feet
20 up to 50
100 Feet
10 up to 20
75 Feet
5 up to 10
50 Feet
2.5 up to 5
40 Feet
<1 up to 2.5
25 Feet
 
   (b)   The City shall provide a riparian setback map to be utilized as a guide or reference document in determining when the riparian setback applies.
      (1)   Such map shall be made part of this chapter and shall be on file and available for public inspection at the City of Painesville Community Development Department.
      (2)   If any discrepancy is found between the riparian setback map and the on-site conditions, the criteria set forth in these regulations shall prevail.
      (3)   Nothing herein shall prevent the City from amending the riparian setback map from time to time as may be necessary.
      (4)   In reviewing and interpreting the riparian setback map, the City may consult with a representative of the Lake SWCD or any other technical expert(s) as necessary.
   (c)   The following regulations shall apply to riparian setbacks:
      (1)    Riparian setbacks shall be measured in a horizontal direction outward from the ordinary high water mark of a designated watercourse. See Figure 1 below.
 
      (2)   Except as otherwise provided in this chapter, riparian setbacks shall be preserved in their natural state.
      (3)   Where the 100-year floodplain is wider than the minimum riparian setback on either or both sides of a designated watercourse, the minimum riparian setback shall be extended to include the outermost boundary of the 100-year floodplain as delineated on the Flood Insurance Rate Maps (FIRM) of Lake County, Ohio administered by FEMA.
(Ord. 16-19. Passed 9-16-19.)

1139.06 WETLAND SETBACKS.

   The following regulations shall apply to wetland setbacks:
   (a)   Where proposed projects indicate impacts to wetlands, the wetlands shall be delineated using protocols accepted by the U.S. Army Corp of Engineers. Such delineation is a requirement of the U.S. Army Corp of Engineers and the Ohio Environmental Protection Agency.
   (b)   All wetlands identified by the State of Ohio and/or the Corps of Engineers shall have the following setbacks as measured from the jurisdictional boundary:
      (1)   Category 3 Wetland: Fifty feet extending beyond the outermost boundary.
      (2)   Category 2 Wetland: Thirty feet extending beyond the outermost boundary.
      (3)   Category 1 Wetland: Ten feet extending beyond the outermost boundary.
 
Wetland Category
Setback Distance (Minimum)
Category 3
Fifty (50) feet
Category 2
Thirty (30) feet
Category 1
Ten (10) feet
 
   (c)   The City may consult with any departments, agencies or technical experts to determine wetlands within a riparian setback, or at the City’s discretion, wetlands shall be delineated through a site survey prepared by a qualified wetlands professional retained by the landowner using delineation protocols accepted by the U.S. Army Corp of Engineers at the time an application is made under this regulation.
   (d)   Any costs to the City that are associated with the review or obtaining of the necessary wetlands delineation, review, or plan shall be assessed to the applicant.
   (e)   Setbacks for wetlands should be on all non-mitigated wetlands. All wetlands shall be shown on wetland delineation regardless if the wetland is going to be mitigated or not. If a wetland is lawfully filled as authorized by the U.S. Army Corps of Engineers, no wetland setback is required.
   (f)   No approvals or permits shall be issued by the City prior to delineation of wetland setbacks in conformance with this chapter. Final determination shall be made by the City Manager.
(Ord. 16-19. Passed 9-16-19.)

1139.07 APPLICATIONS AND SITE PLANS.

   (a)   When making an application for a certificate of compliance for a building, structure or use regulated by this chapter that impacts a designated water course or wetlands, the owner or applicant shall be responsible for identifying riparian setbacks, proposed stream crossings and stream bank stabilization as required by these regulations. The owner or applicant shall indicate such setback distance in accordance with this chapter on all site plans submitted to the City Engineer.
   (b)   In determining if the site plan meets the criteria of this section, the City may consult with a representative of the Lake SWCD or any other technical expert(s) as necessary.
   (c)   If land development or soil disturbing activities will occur within 50 feet of the outer boundary of the applicable riparian setback as specified in this chapter, the riparian setback shall, subject to the discretion of the City Engineer, be clearly identified by the applicant on site with construction fencing as shown on the site plan. Such identification shall be completed prior to the commencement of any soil disturbing activities and shall be maintained on the lot until the completion of such development or soil disturbing activities.
(Ord. 16-19. Passed 9-16-19.)

1139.08 PERMITTED USES WITHIN RIPARIAN AND WETLAND SETBACKS.

   (a)   The following buildings, structures, uses, and related soil disturbing activities may be permitted within a riparian and/or wetland setback without a certificate of compliance.
      (1)   Recreational activities. Hiking, fishing, hunting, picnicking, picnic tables, trails, walkways, and paths constructed of pervious materials to accommodate pedestrians and non-motorized vehicles.
      (2)   Removal of damaged or diseased trees. Damaged or diseased trees and other associated debris may be removed in accordance with any and all other Federal, state, or local laws or regulations.
      (3)   Revegetation and/or reforestation. Riparian setbacks may be revegetated and/or reforested with native, noninvasive plant species in accordance with any and all other Federal, state, or local laws or regulations.
      (4)   Maintenance and repairs. Maintenance and repair on lawfully existing buildings, structures, uses, roads, driveways, bridges, culverts, trails, walkways, paths, and utilities.
      (5)   Maintenance and cultivation of lawns and landscaping. The maintenance of existing, and the cultivation of new, lawns, landscaping, shrubbery, and trees.
      (6)   Open space. Passive open space to preserve the riparian setback area in its natural state.
   (b)   The following buildings, structures, and uses may be permitted within a riparian and/or wetland setback in accordance with the following regulations and such other applicable regulations contained in this Code.
      (1)   Signs.
      (2)   Fences and walls.
      (3)   Crossings of designated watercourses through riparian setbacks with roads, driveways, easements, bridges, culverts, utility service lines, or other means may be permitted provided such crossings minimize disturbance in riparian setbacks and mitigate any necessary disturbances.
         A.   Crossings shall only be undertaken upon approval and consultation with the Lake SWCD.
         B.   Work occurring below the ordinary high water mark of designated watercourses will require submission to the City Engineer of proof of compliance with the applicable conditions of a of U.S. Army Corps of Engineers Section 404 Permit (either a Nationwide Permit, including the Ohio State Certification Special Conditions and Limitations, or an Individual Permit, including Ohio 401 water quality certification). Proof of compliance shall be:
            1.   A site plan showing that any proposed crossing conforms to the general and special conditions of the applicable Nationwide Permit, or
            2.   A copy of the authorization letter from the U.S. Army Corps of Engineers approving activities under the applicable Nationwide Permit, or
            3.   A copy of the authorization letter from the U.S. Army Corps of Engineers approving activities under an Individual Permit.
         C.   Any cost associated with the review of the crossing plan shall be assessed to the applicant.
      (4)   Stream bank stabilization projects along designated watercourses may be permitted subject to other regulations contained in this chapter and the regulations enforced by the Lake SWCD.
         A.   Stream bank stabilization projects shall only be undertaken upon approval and consultation with the Lake SWCD.
         B.   Work occurring below the ordinary high water mark of designated watercourses will require submission to the City Engineer of proof of compliance with the applicable conditions of a U.S. Army Corps of Engineers Section 404 Permit (either a Nationwide Permit, including the Ohio State Certification Special Conditions and Limitations, or an Individual Permit, including Ohio 401 water quality certification). Proof of compliance shall be:
            1.   A site plan showing that any proposed crossing conforms to the general and special conditions of the applicable Nationwide Permit, or
            2.   A copy of the authorization letter from the U.S. Army Corps of Engineers approving activities under the applicable Nationwide Permit, or
            3.   A copy of the authorization letter from the U.S. Army Corps of Engineers approving activities under an Individual Permit.
         C.   Any cost associated with the review of the stream stabilization project shall be assessed to the applicant.
(Ord. 16-19. Passed 9-16-19.)

1139.09 PROHIBITED USES WITHIN RIPARIAN AND WETLAND SETBACKS.

   Any building, structure, use, or related soil disturbing activity not permitted under this chapter shall be prohibited within a riparian or wetland setback. The following buildings, structures, and uses are specifically prohibited; however, prohibited uses are not limited to those examples listed here.
   (a)   Construction. There shall be no structures of any kind, except as otherwise permitted under this chapter.
   (b)   Dredging or Dumping. There shall be no drilling, filling, dredging, or dumping of soil, spoils, liquid, or solid materials, except for non-commercial composting of uncontaminated natural materials, and except as otherwise permitted under this chapter.
   (c)   Roads or Driveways. There shall be no roads or driveways permitted in riparian and/or wetland setback area, except as otherwise permitted under this chapter. There shall be no roads or driveways or roads permitted in wetlands or watercourses without a permit issued by the U.S. Army Corps of Engineers and/or the Ohio EPA.
   (d)   Motorized Vehicles. There shall be no use of motorized vehicles, except as otherwise permitted under this chapter.
   (e)   Disturbance of Natural Vegetation. There shall be no disturbance, including mowing, of the natural vegetation, except for such conservation measures that the landowner deems necessary to control noxious weeds or to remove damaged or diseased trees; for such plantings as are consistent with this chapter; for such disturbances as are approved under Section 1139.06; and for the passive enjoyment, access, and maintenance of landscaping or lawns existing at the time of passage of this regulation. Nothing in this regulation shall be construed as requiring a landowner to plant or undertake any other activities in riparian and wetland setbacks.
   (f)   Parking Lots. There shall be no parking lots or other human-made impervious cover, except as otherwise permitted under this chapter.
   (g)   New Surface and/or Subsurface Sewage Disposal or Treatment Areas. Riparian and wetland setbacks shall not be used for the disposal or treatment of sewage except in accordance with Lake County Board of Health regulations in effect at the time of application of this chapter.
(Ord. 16-19. Passed 9-16-19.)

1139.10 NOTICE AND INSPECTION.

   (a)   The owner shall notify the City Engineer at least ten working days prior to the initiation of any construction, land development or soil disturbing activities on a lot with an approved site plan.
   (b)   The City Engineer shall be permitted to make an on-site inspection of the delineation of riparian setbacks, prior to the initiation of any construction, land development, or soil disturbing activities, on an affected lot.
   (c)   The City Engineer, with prior notice and the authorization of the owner, may enter the affected lot from time to time to conduct on-site inspections to ensure compliance with these regulations.
(Ord. 16-19. Passed 9-16-19.)

1139.11 VARIANCES.

   (a)   The Board of Zoning Appeals may grant a variance to these regulations as provided in Section 1111.12.
   (b)   In making a determination to grant, grant with conditions, or deny a variance, the BZA may consider the criteria set forth in Section 1111.12(c) and the following:
      (1)   The natural vegetation of the property as well as the percentage of the parcel that is in the 100-year floodplain.
      (2)   The extent to which the requested variance impairs the flood control, erosion control, water quality protection, or other functions of the riparian setback. This determination shall be based on sufficient technical and scientific data.
      (3)   The degree of hardship, with respect to the use of a property or the degree of practical difficulty with respect to maintaining the riparian setback as established in this regulation, placed on the landowner by this chapter and the availability of alternatives to the proposed structure or use.
      (4)   Soil-disturbing activities permitted in the riparian setback through variances should be implemented to minimize clearing to the extent possible and to include Best Management Practices necessary to minimize erosion and control sediment.
      (5)   The presence of significant impervious cover in the riparian setback compromises its benefits to the City.
      (6)   Variances should not be granted for asphalt or concrete paving in the riparian setback, but may be granted for gravel driveways when a practical difficulty exists.
      (7)   Whether a property, otherwise buildable under the codified ordinances of the City will be made unbuildable because of these regulations.
   (c)   In order to maintain the riparian setback to the maximum extent practicable, the Board of Zoning Appeals may consider granting variances to other area or setback requirements imposed on a property by this Code provided the applicant makes the necessary application. These may include, but are not limited to, parking requirements, requirements for the shape, size, or design of buildings, or front, rear, or side yard setbacks.
   (d)   In granting a variance under these regulations, the Board of Zoning Appeals, for good cause, may impose such conditions that it deems appropriate to maintain the purposes of these regulations and to mitigate any necessary impacts in the riparian setbacks permitted by variance. In determining appropriate mitigation, the BZA may consult with the City Engineer or other agencies including Lake SWCD.
(Ord. 16-19. Passed 9-16-19.)

1139.12 PENALTY.

   (a)   In accordance with Section 1105.07, Penalties, the owner or applicant may be subject to penalties for failing to comply with the terms and requirements of this chapter.
   (b)   When failure to comply with the terms and requirements of this chapter results in a damage or destruction to a riparian setback or wetland, the owner or applicant shall be required to restore such riparian setback or wetland through a restoration plan approved by the City in consultation with the Lake SWCD.
(Ord. 16-19. Passed 9-16-19.)

1141.01 PURPOSE.

   The regulations of this chapter are established to achieve, among others, the following objectives:
   (a)   To permit development on hillside areas while conserving and promoting the public health, safety, convenience and general welfare by minimizing disruption to slope stability, water run-off and soil erosion problems incurred in adjustment of the topography to meet development needs.
   (b)   To preserve and enhance the natural beauty of the landscape by encouraging the maximum retention of natural topographic features such as natural drainage swales, streams, slope ridge lines, rock outcroppings, vistas from and of the hillsides, trees and other natural plant formations and to retain the sense of identity and image that the hillside areas now impart to the City.
   (c)   To maximize the natural environmental value of hillside areas as well as their scenic beauty and to protect public and private property owners from the potential damage to human life and safety and property damage that could be caused by increased hillside instability.
   (d)   To assure access to properties that have hillside areas by emergency, police and fire vehicles and personnel to protect persons and property.
(Ord. 16-19. Passed 9-16-19.)

1141.02 GENERAL.

   (a)   "Hillside area" as referred to in this chapter, means one with an average slope of more than 15%. The applicant shall submit sufficient detailed information as to geologic conditions, soil types and underground water level in order that a determination can be made by the City Engineer as to the safety of development of the particular location.
   (b)   When deemed necessary by the City Engineer, a geotechnical report by a qualified geotechnical engineer that addresses all factors pertinent to site stability, both present and future, will be required by the City, and shall include the following:
      (1)   Present stability evaluation. An evaluation of the present stability of the site, based on field exploration that may include test borings and lab testing and stability analysis.
      (2)   Future stability evaluation. An evaluation of the effect of the planned construction on stability of the site.
      (3)   Recommended strategies. Detailed strategies to ensure that existing or potential instabilities will be mitigated.
      (4)   Minimum requirements. The City Engineer shall have the authority to set minimum standards for the Geotechnical Report based on current engineering standards and site conditions.
(Ord. 16-19. Passed 9-16-19.)

1141.03 DETERMINATION OF AVERAGE SLOPE.

   The average slope for any hillside development shall be determined by the Planning Commission during the time of preliminary subdivision design. Determination will be on an area-by-area basis with each lot sized according to the average topographic change falling within each area.
(Ord. 16-19. Passed 9-16-19.)

1141.04 MINIMUM LOT REQUIREMENTS FOR SINGLE-FAMILY HOMES.

   The minimum lot requirements (see chart following) shall be used to determine the minimum lot area for a single-family home. The average percent of slope is determined by the Planning Commission. The lot area in thousands of square feet shall then be determined by charting the average natural ground slope and the minimum lot area. Rounding shall be made to the nearest five-foot frontage interval. Deviations from these requirements may be allowed subject to determination by the Planning Commission where exceptional circumstances warrant.
 
Ord. 16-19. Passed 9-16-19.)

1141.05 GRADING PLAN AND CONTROLS.

   The grading plan shall show contour lines at five-foot intervals where average slopes exceed 15% and at two-foot intervals where slopes are less than 15%. Elevations are to be based on the sea level datum (USGS), if available. The approximate lot layout and the approximate dimensions shall be shown for each lot and each building site. Where pads are utilized or proposed for building sites, engineering data shall show the existing topography and the approximate finished grades, location and size of each building site, and finished grade of streets prior to consideration of the final plat. No permits may be issued and no construction activity initiated until a grading plan is approved.
(Ord. 16-19. Passed 9-16-19.)

1141.06 CUTS AND FILLS.

   No land shall be graded, cut or filled so as to create a slope exceeding a vertical rise of one foot for each two and one-half feet of horizontal distance between abutting lots, unless a retaining wall of sufficient height and thickness is provided to retain the graded bank. Major cuts, excavation, grading and filling, where the same materially changes the site and its relationship with surrounding areas or materially affects such areas, shall not be permitted if such excavation, grading and filling will result in a slope exceeding a vertical rise of one foot for each two and one-half feet of horizontal distance between abutting lots or between adjoining tracts of land, except where adequate provision is made to prevent slides and erosion by cribbing and retaining walls.
(Ord. 16-19. Passed 9-16-19.)

1141.07 COMPACTION OF FILL.

   All fill shall be compacted to a density of 90% or greater. Inspection of fill shall be conducted by the City Engineer. The applicant shall be responsible for hiring a qualified geotechnical consultant to ensure compacted density of 90% or greater; reports regarding the density shall be given to City Engineer.
(Ord. 16-19. Passed 9-16-19.)

1141.08 RETAINING WALLS.

   Retaining walls may be required whenever topographic conditions warrant or where necessary to retain or cut slopes within the right-of-way. Such improvements shall require the approval of the City Engineer.
(Ord. 16-19. Passed 9-16-19.)

1141.09 MINIMUM HILLSIDE REQUIREMENTS.

   The following regulations shall govern the front yard, side yard, street right-of-way and pavement requirements in hillside subdivisions:
 
GROU P
PERCENT OF SLOPE
FRONT YARD (feet)
SIDE YARD (% of lot width)
RIGHT-OF- WAY (feet)
PAVEMENT (feet)
1
15+ - 25
25
10
50
24
2
26 - 30
23
10
45
22
3
31 - over
20
10
40
20
(Ord. 16-19. Passed 9-16-19.)

1141.10 STREET ALIGNMENT.

   The following regulations shall govern street alignment:
   (a)   Vertical profile grades shall be connected by vertical curves up to 20%, but only for short, straight stretches.
   (b)   Waiver of visibility requirements may be given subject to the approval of the Planning Commission.
   (c)   Waiver of vertical curve requirements may be given subject to the approval of the Planning Commission.
(Ord. 16-19. Passed 9-16-19.)

1141.11 DRIVEWAYS.

   The maximum grade on driveways shall not exceed 10%. Each drive shall provide sufficient space and distance so that any vehicle entering or leaving the premises shall be traveling in a forward motion.
(Ord. 16-19. Passed 9-16-19.)

1141.12 SIDEWALKS.

   Concrete sidewalks having a minimum width of five feet and having a minimum thickness of four inches shall be installed along the uphill side of Group 1 (15 + - 25%) subdivisions.
(Ord. 16-19. Passed 9-16-19.)

1141.13 UNDEVELOPED LAND.

   Land subject to flooding, land with excessive slope and land deemed by the Planning Commission to be undesirable for development shall not be platted for residential occupancy, nor for such other uses as may involve danger to health, life or property or to aggravate erosion or flood hazard. Such land shall be set aside for compatible uses.
(Ord. 16-19. Passed 9-16-19.)

1141.14 VEGETATION AND REVEGETATION.

   Vegetation and revegetation of Hillside Areas shall be completed in accordance with the standards of Section 1143.09.
(Ord. 16-19. Passed 9-16-19.)

1141.15 LANDSCAPING.

   This chapter shall not be interpreted to prohibit normal landscape maintenance or routine arboreal activities or to prohibit small scale planting of ornamental flowers or shrubs, or the removal of diseased, dead or damaged trees. However, such activities shall be carried out to conform with the standards of vegetation or revegetation of this chapter.
(Ord. 16-19. Passed 9-16-19.)

1141.16 HOLD HARMLESS PROVISIONS.

   The following hold harmless provisions pertain to any construction or any earth moving activities permitted by the administration of this chapter:
   (a)   Limited Obligation. Compliance with the procedures of this chapter and the issuance of any related permits shall not be construed to impose any legal obligation upon the City or its elected or appointed officials.
   (b)   Civil Claims. Compliance with the procedures of this chapter and the issuance of related permits shall not relieve the property owner from civil liability claims by other property owners.
   (c)   Endorsement. Compliance with the procedures of this chapter and the issuance of related permits do not imply approval of, the need for or the benefit or efficacy of the proposed construction; nor does it constitute any assertion that the proposed construction will not result in damage to the property in question or to adjoining property.
(Ord. 16-19. Passed 9-16-19.)

1143.01 PURPOSE.

   (a)   The purpose of this regulation is to establish technically feasible and economically reasonable standards to achieve a level of erosion and sediment control that will minimize damage to property and degradation of water resources, and will promote and maintain the health and safety of the citizens of the City of Painesville.
   (b)   This regulation will:
      (1)   Allow development while minimizing erosion and sedimentation.
      (2)   Reduce water quality impacts to receiving water resources that may be caused by new development or redevelopment, grading, or clearing activities.
   (c)   This regulation applies to all parcels used or being developed, either wholly or partially, for new or relocated projects involving streets, highways, and associated facilities; underground cables, conduits, or pipelines for electricity, communication, television, water, sewer, gas, or other utility needs; subdivisions or larger common plans of development; industrial, commercial, institutional, or residential projects; building activities on farms; redevelopment activities; general clearing; and all other uses that are not specifically exempted in subsection (d) hereof.
   (d)   This regulation does not apply to activities regulated by, and in compliance with, the Ohio Agricultural Sediment Pollution Abatement Rules.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.02 DEFINITIONS.

   In addition to the definitions set forth in Chapter 1107, for purpose of this chapter, the following terms shall have the meaning herein indicated:
   (a)   Abbreviated storm water pollution prevention plan, abbreviated SWP3, also Erosion and Sediment Control Plan - The written document that sets forth the plans and practices to be used to meet the requirements of this regulation for sites disturbing one-tenth to one acre of land.
   (b)   Acre - A measurement of area equaling 43,560 square feet.
   (c)   Administrator - The person or entity having the responsibility and duty of administering and ensuring compliance with this regulation.
   (d)   Best Management Practices (BMPs), also storm water control measure (SCM) - Schedule of activities, prohibitions of practices, maintenance procedures, and other management practices (both structural and non-structural) to prevent or reduce the pollution of water resources. BMPs also include treatment requirements, operating procedures, and practices to control facility and/or construction site runoff, spillage, or leaks; sludge or waste disposal; or drainage from raw material storage.
   (e)   Commencement of construction - The initial disturbance of soils associated with clearing, grubbing, grading, placement of fill, or excavating activities or other construction activities.
   (f)   Community - Throughout this regulation, where not specifically stated, this shall refer to the City of Painesville, its designated representatives, boards, or commissions.
   (g)   Concentrated storm water runoff - Any storm water runoff that flows through a drainage pipe, ditch, diversion, or other discrete conveyance channel.
   (h)   Construction entrance - The permitted points of ingress and egress to development areas regulated under this regulation.
   (i)   Construction General Permit - The most recent General National Pollutant Discharge Elimination System (NPDES) permit for authorization of stormwater discharges associated with construction activities issued by Ohio EPA (Ohio EPA Permit #OHC000006 and its successors).
   (j)   Critical area - Any area the disturbance of which would cause soil erosion and sediment runoff and damage to private properties, watercourses, storm sewers, or public lands due to topography, soil type, hydrology, or proximity to a watercourse. These areas include, but are not limited to, riparian areas, wetlands, and highly erodible soils.
   (k)   Designated review entity (DRE) - A City department, an outside contracted firm, or an outside contracted agency approved by the City of Painesville for review of plans to verify compliance with this Code.
   (l)   Development Area - A parcel or contiguous parcels owned by one person or persons, or operated as one development unit, and used or being developed for commercial, industrial, residential, institutional, or other construction or alteration that changes runoff characteristics.
   (m)   Dewatering volume - See current Ohio Rainwater and Land Development Manual.
   (n)   Discharge - The addition of any pollutant to surface waters of the state from a point source.
   (o)   Disturbance - Any clearing, grading, excavating, filling, or other alteration of land surface where natural or man-made cover is destroyed in a manner that exposes the underlying soils.
   (p)   Disturbed area - An area of land subject to erosion due to the removal of vegetative cover and/or soil-disturbing activities such as grading, excavating, or filling.
   (q)   Drainage.
      (1)   The area of land contributing surface water to a specific point.
      (2)   The removal of excess surface water or groundwater from land by surface or subsurface drains.
   (r)   Drainage watershed- For the purpose of this regulation, the total contributing drainage area to a BMP, i.e., the "watershed" directed to the practice. This includes offsite contributing drainage.
   (s)   Drainage way - A natural or manmade channel, ditch, or waterway that conveys surface water in a concentrated manner by gravity.
   (t)   Erosion - The process by which the land surface is worn away by the action of wind, water, ice, gravity, or any combination of those forces.
   (u)   Erosion and sediment control - The control of soil, both mineral and organic, to minimize the removal of soil from the land surface and to prevent its transport from a disturbed area by means of wind, water, ice, gravity, or any combination of those forces.
   (v)   Erosion and Sediment Control Plan - The written document meeting the requirements of this regulation which sets forth the plans and practices to be used to minimize soil erosion and prevent off-site disposal of soil sediment by containing sediment on-site or bypassing sediment-laden runoff through a sediment control measure during and after land development.
   (w)   Final stabilization - All soil-disturbing activities at the site have been completed and a uniform perennial vegetative cover with a density of at least 80% coverage for the area has been established or equivalent stabilization measures, such as the use of mulches or geotextiles, have been employed. In addition, all temporary erosion and sediment control practices are removed and disposed of and all trapped sediment is permanently stabilized to prevent further erosion. Final stabilization also requires the installation of permanent (post-construction) storm water control measures (SCMs).
   (x)   Grading - The excavating, filling, or stockpiling of earth material, or any combination thereof, including the land in its excavated or filled condition.
   (y)   Grubbing - Removing or grinding of roots, stumps, and other unwanted material below existing grade.
   (z)   Impervious - That which does not allow infiltration.
   (aa)   Landscape architect - A professional landscape architect registered in the State of Ohio.
   (bb)   Larger common plan of development or sale - A contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan.
   (cc)   Maximum extent practicable (MEP) - The technology-based discharge standard for municipal separate storm sewer systems to reduce pollutants in storm water discharges that was established by the Clean Water Act § 402(p). A discussion of MEP as it applies to small MS4s is found in 40 C.F.R. 122.34.
   (dd)   Municipal separate storm sewer system (MS4) - A conveyance or system of conveyances (including roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, man-made channels, or storm drains) that are:
      (1)   Owned or operated by the Federal government, state, municipality, township, county, district, or other public body (created by or pursuant to state or Federal law) including a special district under state law such as a sewer district, flood control district, or drainage districts, or similar entity, or a designated and approved management agency under § 208 of the Federal Water Pollution Control Act that discharges into surface waters of the state; and
      (2)   Designed or used for collecting or conveying solely storm water;
      (3)   Which is not a combined sewer; and
      (4)   Which is not a part of a publicly owned treatment works.
   (ee)   National Pollutant Discharge Elimination System (NPDES) -The national program for issuing, modifying, revoking and reissuing, termination, monitoring and enforcing permits and enforcing pretreatment requirements, under §§ 307, 402, 318, 405 under the Clean Water Act.
   (ff)   Operator - Any party associated with a construction project that meets either of the following two criteria:
      (1)   The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications; or
      (2)   The party has day-to-day operational control of those activities at a project which are necessary to ensure compliance with a storm water pollution prevention plan (SWP3) for the site or other permit conditions (e.g., they are authorized to direct workers at a site to carry out activities required by the SWP3 or comply with other permit conditions).
   (gg)   Owner or operator - The owner or operator of any "facility or activity" subject to regulation under the NPDES program.
   (hh)   Parcel - A tract of land occupied or intended to be occupied by a use, building, or group of buildings and their accessory uses and buildings as a unit, together with such open spaces and driveways as are provided and required. A parcel may contain more than one contiguous lot individually identified by a permanent parcel number assigned by the Lake County Auditor's Office.
   (ii)   Percent imperviousness - The impervious area created divided by the total area of the project site.
   (jj)   Permanent stabilization - Establishment of permanent vegetation, decorative landscape mulching, matting, sod, rip rap, and landscaping techniques to provide permanent erosion control on areas where construction operations are complete or where no further disturbance is expected for at least one year.
   (kk)   Person - Any individual, corporation, firm, trust, commission, board, public or private partnership, joint venture, agency, unincorporated association, municipal corporation, county or state agency, the Federal government, other legal entity, or an agent thereof.
   (ll)   Phasing - Clearing a parcel of land in distinct sections, with the stabilization of each section before the clearing of the next.
   (mm)   Point source - Any discernible, confined and discrete conveyance, including but not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock, concentrated animal feeding operation, landfill leachate collection system, vessel, or the floating craft from which pollutants are or may be discharged. This term does not include return flows from irrigated agriculture or agricultural storm water runoff.
   (nn)   Pre-construction meeting - A meeting between the City and all principal parties, prior to the start of any construction, at a site that requires an Erosion and Sediment Control Plan.
   (oo)   Pre-winter stabilization meeting - A meeting between the City and all principal parties, prior to October 1, in order to plan winter erosion and sediment controls for a site that requires an Erosion and Sediment Control Plan.
   (pp)   Professional engineer - A professional engineer registered in the State of Ohio.
   (qq)   Qualified inspection personnel - A person knowledgeable in the principles and practice of erosion and sediment controls, who possess the skills to assess all conditions at the construction site that could impact storm water quality and to assess the effectiveness of any sediment and erosion control measure selected to control the quality of storm water discharges from the construction activity.
   (rr)   Rainwater and Land Development Manual - Ohio's standards for storm water management, land development, and stream protection. The most current edition of these standards shall be used with this regulation.
   (ss)   Riparian area - The transition area between flowing water and terrestrial (land) ecosystems composed of trees, shrubs, and surrounding vegetation which serve to stabilize erodible soil, improve both surface and ground water quality, increase stream shading, and enhance wildlife habitat.
   (tt)   Runoff - The portion of rainfall, melted snow, or irrigation water that flows across the ground surface and is eventually conveyed to water resources or wetlands.
   (uu)   Runoff coefficient - The fraction of rainfall that will appear at the conveyance as runoff.
   (vv)   Sediment - The soils or other surface materials that are transported or deposited by the action of wind, water, ice, gravity, or any combination of those forces, as a product of erosion.
   (ww)   Sediment settling pond - A sediment trap, sediment basin, or permanent basin that has been temporarily modified for sediment control, as described in the latest edition of Rainwater and Land Development.
   (xx)   Sediment storage volume - See current edition of Rainwater and Land Development.
   (yy)   Sedimentation - The deposition or settling of sediment.
   (zz)   Setback - A designated transition area around water resources that is left in a natural, usually vegetated, state so as to protect the water resources from runoff pollution. Soil-disturbing activities in this area are restricted by this regulation.
   (aaa)   Soil and Water Conservation District - An entity organized under Ohio R.C. Chapter 940 referring to either the Soil and Water Conservation District Board or its designated employee(s). Hereafter referred to as Lake County SWCD.
   (bbb)   Soil-disturbing activity - Clearing, grading, excavating, filling, grubbing, or stump removal that occurs during clearing or timber activities, or other alteration of the earth's surface where natural or human-made ground cover is destroyed and that may result in, or contribute to, erosion and sediment pollution.
   (ccc)   Stabilization - The use of BMPs, such as seeding and mulching, that reduce or prevent soil erosion by water, wind, ice, gravity, or a combination of those forces.
   (ddd)   Steep slopes - Slopes that are 15% or greater in grade. NOTE: If otherwise defined in community zoning, use community definition.
   (eee)   Storm water - Storm water runoff, snowmelt, and surface runoff and drainage.
   (fff)   Storm water pollution prevention plan (SWP3) - The written document that sets forth the plans and practices to be used to meet the requirements of this regulation. This typically contains the erosion and sediment control plan for the site.
   (ggg)   Subdivisions, Major and Minor - See Ohio Administrative Code 711.001 for definition.
   (hhh)   Surface outlet - A dewatering device that only draws water from the surface of the water.
   (iii)   Surface waters of the state, also water resource or water body - Any stream, lake, reservoir, pond, marsh, wetland, or other waterway situated wholly or partly within the boundaries of the state, except those private waters which do not combine or affect a junction with surface water. Waters defined as sewerage systems, treatment works, or disposal systems in Ohio R.C. 6111.01 are not included.
   (jjj)   Temporary stabilization - The establishment of temporary vegetation, mulching, geotextiles, sod, preservation of existing vegetation, and other techniques capable of quickly establishing cover over disturbed areas to provide erosion control between construction operations.
   (kkk)   Topsoil - The upper layer of the soil that is usually darker in color and richer in organic matter and nutrients than subsoil.
   (lll)   Total maximum daily load - The sum of the existing and/or projected point source, nonpoint source, and background loads for a pollutant to a specified watershed, water resource, or wetland, or water resource or wetland segment. A TMDL sets and allocates the maximum amount of a pollutant that may be introduced into the water and still ensure attainment and maintenance of water quality standard.
   (mmm)   Unstable soils - A portion of land that is identified by the City of Painesville Engineer as prone to slipping, sloughing, or landslides, or is identified by the U.S. Department of Agriculture Natural Resource Conservation Service methodology as having a low soil strength.
   (nnn)   Water quality volume (WQv) - The volume of storm water runoff which shall be captured and treated prior to discharge from the developed site after construction is complete. WQv is based on the expected runoff generated by the mean storm precipitation volume from post-construction site conditions at which rapidly diminishing returns in the number of runoff events captured begins to occur.
   (ooo)   Water resource also surface water of the state - Any stream, lake, reservoir, pond, marsh, wetland, or waterway situated wholly or partly within the boundaries of the state, except those private waters which do not combine or affect a junction with surface water. Waters defined as sewerage systems, treatment works, or disposal systems in Ohio R.C. 6111.01 are not included.
   (ppp)   Watershed - The total drainage area contributing runoff to a single point.
   (qqq)   Wetland - Those areas, that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions, including swamps, marshes, bogs, and similar areas (40 CFR 232, as amended).
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.03 DISCLAIMER OF LIABILITY.

   Compliance with the provisions of this regulation shall not relieve any person from responsibility for damage to any person otherwise imposed by law. The provisions of this regulation are promulgated to promote the health, safety, and welfare of the public and are not designed for the benefit of any individual or for the benefit of any particular parcel of property.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.04 CONFLICTS, SEVERABILITY, NUISANCES AND RESPONSIBILITY.

   (a)   Where this regulation is in conflict with other provisions of law or ordinance or requirements in the General Construction Permit, the most restrictive provisions shall prevail.
   (b)   If any clause, section, or provision of this regulation is declared invalid or unconstitutional by a court of competent jurisdiction, the validity of the remainder shall not be affected thereby.
   (c)   This regulation shall not be construed as authorizing any person to maintain a private or public nuisance on their property, and compliance with the provisions of this regulation shall not be a defense in any action to abate such a nuisance.
   (d)   Failure of the City of Painesville to observe or recognize hazardous or unsightly conditions or to recommend corrective measures shall not relieve the site owner from the responsibility for the condition or damage resulting therefrom, and shall not result in the City, its officers, employees, or agents being responsible for any condition or damage resulting therefrom.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.05 DEVELOPMENT OF STORM WATER POLLUTION PREVENTION PLANS.

   (a)   This regulation requires that a storm water pollution prevention plan be developed and implemented for all soil-disturbing activities disturbing one or more acres of total land, or less than one acre if part of a larger common plan of development or sale disturbing one or more acres of total land. A storm water pollution prevention plan shall be developed and implemented for all commercial and industrial site development. The City Engineer may require a comprehensive storm water management plan on sites disturbing less than one acre.
   (b)   The following activities shall submit an abbreviated SWP3:
      (1)   New single-family residential construction that disturbs one-tenth up to one acre of land.
      (2)   Additions or accessory buildings for single-family residential construction that disturb one-tenth acre up to one acre.
      (3)   All non-residential construction that disturb one-tenth up to one acre of land.
      (4)   General clearing activities not related to construction that disturb one-tenth up to one acre of land.
   (c)   Activities disturbing one-tenth or less of an acre are not required to submit a SWP3 or an abbreviated SWP3, unless required by the City Engineer. These activities shall comply with all other provisions of this regulation.(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.06 APPLICATION PROCEDURES.

   (a)   Soil-Disturbing Activities Submitting a Storm Water Pollution Prevention Plan (SWP3). The applicant shall submit two sets of the SWP3 and the applicable processing fees to the City and two sets of the SWP3 and the applicable review fees to the Lake County SWCD as follows:
      (1)   For subdivisions: After the approval of the preliminary plans and with submittal of the improvement plans.
      (2)   For other construction projects: Before issuance of a zoning/grading/building or construction permit by the Community Development Department, Engineering Department, or other department of the City, or the Lake County Building Department.
      (3)   For general clearing projects: Prior to issuance of a zoning permit or grading permit by the Community Development Department.
   (b)   Soil-Disturbing Activities Submitting an Abbreviated Storm Water Pollution Prevention Plan (SWP3). The applicant shall submit two sets of the abbreviated SWP3 and the applicable fees to the City Engineer and two sets of the abbreviated SWP3 and the applicable fees to the Lake County SCWD as follows:
      (1)   For single-family home construction: Before issuance of a zoning/grading/building permit by the Community Development Department, or the Lake County Building Department.
      (2)   For other construction projects: Before issuance of a zoning/grading/building or construction permit by the Community Development Department, Engineering Department, or other department of the City, or the Lake County Building Department.
      (3)   For general clearing projects: Prior to issuance of a zoning permit or grading permit by the Community Development Department.
   (c)   The City of Painesville and the Lake County SWCD shall review the plans submitted under Section 1143.06(a) or (b) for conformance with this regulation and approve, or return it with comments and recommendations for revisions. A plan rejected because of deficiencies shall receive a checklist or narrative report stating specific problems and the procedures for filing a revised plan. City has final approval.
   (d)   Soil-disturbing activities (including mechanized clearing) shall not begin and zoning, building, or grading permits shall not be issued without:
      (1)   Approved SWP3 or abbreviated SWP3.
      (2)   NOI submittal to Ohio EPA and NPDES permit covered issued.
      (3)   Physical marking in the field of protected areas or critical areas, including wetland and riparian areas.
      (4)   Installation of construction entrances, perimeter sediment barriers and other erosion and sediment controls that must be in place to address initial site conditions.
   (e)   SWP3 for individual sublots in a subdivision will not be approved unless the larger common plan of development or sale containing the sublot is in compliance with this regulation.
   (f)   The developer, engineer, and contractor, and other principal parties, shall meet with the City Engineer for a pre-construction meeting no less than seven days prior to soil-disturbing activity at the site to ensure that erosion and sediment control devices are properly installed, limits of disturbance and buffer areas are properly delineated, and construction personnel are aware of such devices and areas. Pre-construction meetings for abbreviated SWP3s may be waived at the discretion of the City Engineer.
   (g)   Approvals issued in accordance with this regulation shall remain valid for one year from the date of approval. The approved project shall be started within that year. Long-term construction projects scheduled to take longer than one year to complete will be addressed on a case-by-case basis.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.07 COMPLIANCE WITH STATE AND FEDERAL REGULATIONS.

   Approvals issued in accordance with this regulation do not relieve the applicant of responsibility for obtaining all other necessary permits and/or approvals from the Ohio EPA, the U.S. Army Corps of Engineers, and other Federal, state, and/or county agencies. If requirements vary, the most restrictive requirement shall prevail. These permits may include, but are not limited to, those listed below. All submittals required to show proof of compliance with these state and Federal regulations shall be submitted with SWP3s or abbreviated SWP3s, if not already on file with the City of Painesville Engineer or with the DRE.
   (a)   Ohio EPA Construction General Permit: Proof of compliance with these requirements shall be the applicant's notice of intent (NOI) number from Ohio EPA, a copy of the Ohio EPA Director's Authorization Letter for the NPDES Permit including the NPDES Facility Permit number assigned by the Ohio EPA, or a letter from the site owner certifying and explaining why the NPDES Permit is not applicable. Please note that when a separate SWP3 shall be prepared for a separate phase or stage of development, a separate NOI or NPDES Facility Permit number must be provided.
   (b)   Section 401 of the Clean Water Act: Proof of compliance shall be a copy of the Ohio EPA Water Quality Certification application tracking number, public notice, project approval, or a letter from the site owner certifying that a qualified professional has surveyed the site and determined that Section 401 of the Clean Water Act is not applicable because there are no wetlands on site. Wetlands, and other waters of the United States, shall be delineated by protocols accepted by the U.S. Army Corps of Engineers at the time of application of this regulation.
   (c)   Ohio EPA Isolated Wetland or Ephemeral Stream Permit: Proof of compliance shall be a copy of Ohio EPA's Isolated Wetland Permit or Ephemeral Stream application tracking number, public notice, project approval, or a letter from the site owner certifying that a qualified professional has surveyed the site and determined that Ohio EPA's Isolated Wetlands Permit or Ephemeral Stream Permit is not applicable because there are no wetlands or ephemeral streams on the site. Isolated wetlands shall be delineated by protocols accepted by the U.S. Army Corps of Engineers at the time an application is made under this regulation.
   (d)   Section 404 of the Clean Water Act: Proof of compliance shall be a copy of the U.S. Army Corps of Engineers Individual Permit application, public notice, or project approval, if an Individual Permit is required for the development project. If an Individual Permit is not required, the site owner shall submit proof of compliance with the U.S. Army Corps of Engineers' Nationwide Permit Program. This shall include one of the following:
      (1)   A letter from the site owner certifying that a qualified professional has evaluated the site and determined that Section 404 of the Clean Water Act is not applicable because there are no wetlands on site.
      (2)   A site plan showing that any proposed fill of waters of the United States conforms to the general and special conditions specified in the applicable Nationwide Permit. Wetlands, and other waters of the United States, shall be delineated by protocols accepted by the U.S. Army Corps of Engineers at the time of application of this regulation.
   (e)   Ohio Dam Safety Law: Proof of compliance shall be a copy of the ODNR Division of Water permit application tracking number, a copy of the project approval letter from the ODNR Division of Water, or a letter from the site owner certifying and explaining why the Ohio Dam Safety Law is not applicable.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.08 STORM WATER POLLUTION PREVENTION PLAN.

   (a)   The applicant shall submit a SWP3 that meets the requirements of the Construction General Permit and the following additional requirements. The SWP3 shall be certified by a professional engineer, a registered surveyor, certified professional erosion and sediment control specialist, or a registered landscape architect. The SWP3 shall include control measures to ensure that discharges from the construction site and construction support activities comply with the nonnumeric effluent limitations contained in the Construction General Permit.
   (b)   In addition to all information required by the Construction General Permit, the SWP3 shall also include completed design tools found on Ohio EPA's website such as the Sediment Basin Compliance Spreadsheet.
   (c)   Before any off-site support areas such as borrow or spoil areas, concrete or asphalt batch plants, equipment staging yards or material storage areas are utilized, a SWP3 for the off-site support area must be submitted and approved by the City Engineer. The applicant shall ensure appropriate permits have been obtained to operate the off-site support area. Failure to do so can lead to enforcement action under Sections 1143.13 and 1143.14 of this code.
      (1)   Site description: The SWP3 shall provide:
         A.   A description of the nature and type of the construction activity (e.g., residential, shopping mall, highway, etc.).
         B.   Total area of the site and the area of the site that is expected to be disturbed (i.e., grubbing, clearing, excavation, filling, or grading, including off-site borrow areas).
         C.   A measure of the impervious area and percent of imperviousness created by the land disturbance.
         D.   Stormwater calculations, including the volumetric runoff coefficients for both the preconstruction and post-construction site conditions, and resulting water quality volume; design details for post-construction stormwater facilities and pretreatment practices such as contributing drainage areas, capacities, elevations, outlet details and drain times shall be included in the SWP3; and if applicable, explanation of the use of existing post construction facilities. Ohio EPA recommends the use of data sheets (See Ohio's Rainwater and Land Development manual and Ohio EPA resources for examples).
         E.   Existing data describing the soil and, if available, the quality of any discharge from the site.
         F.   A description of prior land uses at the site.
         G.   A description of the condition of any on-site streams (e.g. prior channelization, bed instability or headcuts, channels on public maintenance, or natural soil channels).
         H.   A BMP implementation schedule which describes the sequence of major construction operations (i.e. designation of vegetative preservation areas, grubbing, excavating, grading, utilities, infrastructure installation and others) and the implementation of erosion, sediment and stormwater management practices or facilities to be employed during each operation of the sequence.
         I.   The name and/or location of the immediate receiving stream or surface water(s) and the first subsequent named receiving water(s) and the areal extent and description of wetlands or other special aquatic sites at or near the site which will be disturbed, or which will receive discharges from disturbed areas of the project. For discharges to an MS4, the point of discharge to the MS4 and the location where the MS4 ultimately discharges to a stream or surface water of the state shall be indicated.
         J.   For subdivided developments, a detail drawing of individual parcels with their erosion, sediment or stormwater control practices and/or a typical individual lot showing standard individual lot erosion and sediment control practices.
               A typical individual lot drawing does not remove the responsibility to designate specific erosion and sediment control practices in the SWP3 for critical areas such as steep slopes, stream banks, drainage ways and riparian zones.
         K.   Location and description of any storm water discharges associated with dedicated asphalt and dedicated concrete plants associated with the development area and the best management practices to address pollutants in these storm water discharges.
         L.   A cover page or title identifying the name and location of the site, the name and contact information of all construction site operators, the name and contact information for the person responsible for authorizing and amending the SWP3, preparation date, and the estimated dates that construction will start and be complete.
         M.   A log documenting grading and stabilization activities as well as amendments to the SWP3, which occur after construction activities commence.
         N.   Site map showing:
            1.   Limits of soil-disturbing activity of the site, including off site spoil and borrow areas that are not addressed by a separate NOI and associated SWP3.
            2.   Soils types should be depicted for all areas of the site, including locations of unstable or highly erodible soils and/or known contaminated soils.
            3.   Existing and proposed one-foot contours. This shall include a delineation of drainage watersheds expected during and after major grading activities as well as the size of each drainage watershed in acres.
            4.   Surface water locations including springs, wetlands, streams, lakes, water wells, etc., on or within 200 feet of the site, including the boundaries of wetlands or stream channels and first subsequent named receiving water(s) the applicant intends to fill or relocate for which the applicant is seeking approval from the Army Corps of Engineers and/or Ohio EPA.
            5.   Existing and planned locations of buildings, roads, parking facilities, and utilities.
            6.   The location of all erosion and sediment control practices, including the location of areas likely to require temporary stabilization during the course of site development.
            7.   Sediment and storm water management basins including their sediment settling volume and the maximum expected disturbed area that will be directed to the sediment pond during construction. The plan should include a summary of the following:
               a.   The required sediment storage and dewatering volumes.
               b.   The provided sediment storage and dewatering volumes.
               c.   The weir length or skimmer size, as applicable.
               d.   The weir length or skimmer size provided.
            8.   Data sheets for all sediment traps, sediment basins, and SCMs that identify contributing drainage area, disturbed area, water quality volume, sedimentation volume, dewatering volume, practice surface area, facility discharge and dewatering time, outlet type and dimensions, and any other relevant parameters for each practice.
            9.   A separate plan and profile view of each individual sediment settling pond and its outlet structure. Detail drawings of the outlet structure shall indicate the following elevations:
               a.   Pond bottom.
               b.   Elevation required to store the required sediment storage volume.
               c.   For sediment basins, the elevation at which the skimmer is attached.
               d.   For sediment traps, the top and bottom of the stone outlet section.
               e.   Elevation required to store the dewatering volume, exclusive of the sediment storage volume.
               f.   Elevation of the top of embankment.
               g.   Crest of the emergency spillway.
            10.   Where used as a sediment-settling pond during construction, the plan shall include a detail drawing of the temporary outlet configuration of the permanent storm water basin with the following information specified:
               a.   Storage volume provided below the elevation at which the skimmer or other surface dewatering device is attached.
               b.   Elevation at which the skimmer or other surface dewatering device is attached.
               c.   Elevation at which the full dewatering zone is stored above the skimmer invert.
               d.   Any temporary modification to permanent outlet orifices or weirs required to ensure no discharge below the skimmer invert and only the skimmer controls the discharge up to the top of the dewatering volume.
               e.   Calculations of the sediment storage volume, dewatering volume, and skimmer drawdown time shall also be provided.
            11.   The location of permanent SCMs to be used to control pollutants in storm water after construction operations have been completed.
            12.   Areas designated for the storage or disposal of solid, sanitary, and toxic wastes, including dumpster areas, areas designated for cement truck washout, and vehicle fueling.
            13.   Methods to minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, and sanitary waste to precipitation, storm water runoff, and snow melt.
            14.   Measures to prevent and respond to chemical spills and leaks. Applicants may also reference the existence of other plans (i.e., spill prevention control and countermeasure (SPCC) plans, spill control programs, safety response plans, etc.) provided that such plan addresses this requirement and a copy of such plan is maintained on site.
            15.   Methods to minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. No detergents may be used to wash vehicles. Wash waters shall be treated in a sediment basin or alternative control that provides equivalent treatment prior to discharge.
            16.   The location of designated stoned construction entrances where the vehicles will ingress and egress the construction site.
            17.   The location of any in-stream activities including stream crossings.
      (2)   A soils engineering report: The City Engineer and/or the City Planner may require the SWP3 to include a soils engineering report based upon his or her determination that the conditions of the soils are unknown or unclear to the extent that additional information is required to protect against erosion or other hazards. This report shall be based on adequate and necessary test borings, and shall contain all the information listed below. Recommendations included in the report and approved by the City Engineer, the City Planner, and the DRE shall be incorporated in the grading plans and/or other specifications for site development.
         A.   Data regarding the nature, distribution, strength, and erodibility of existing soils.
         B.   If applicable, data regarding the nature, distribution, strength, and erodibility of the soil to be placed on the site.
         C.   Conclusions and recommendations for grading procedures.
         D.   Conclusions and recommended designs for interim soil stabilization devices and measures, and for permanent soil stabilization after construction has been completed.
         E.   Design criteria for corrective measures when necessary.
         F.   Opinions and recommendations covering the stability of the site.
         G.   Delineations of surface waters of the state located on the site. Affirmation by the U.S. Army Corps of Engineers may be required.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.09 PERFORMANCE STANDARDS.

   The SWP3 must contain a description of the controls appropriate for each construction operation and the applicant shall implement such controls. BMP selection and design must meet criteria established within the current Construction General Permit. BMPs must be designed, constructed and installed to meet the specifications in Rainwater and Land Development manual or another design manual acceptable to the City. The approved SWP3, and the sediment and erosion controls, and non-sediment pollution controls contained therein, shall be implemented and maintained according to the requirements of the Construction General Permit. Site operators must conduct site inspections as described in the Construction General Permit.
   Certified inspection reports shall be submitted to the City Engineer within seven working days from the inspection and retained at the development Site.
   The following standards will also apply:
   (a)   BMPs must be implemented to ensure sediment is not tracked off-site and that dust is controlled. These BMPs must include, but are not limited to, the following:
      (1)   Construction entrances shall be built and shall serve as the only permitted points of ingress and egress to the development area. These entrances shall be built of a stabilized pad of aggregate stone or recycled concrete or cement sized greater than two inches in diameter and placed over a geotextile. Culverts shall be provided where construction entrances cross drainage ditches and water bars shall be provided to divert sediment-laden runoff away from connected roadways.
      (2)   Streets and catch basins adjacent to construction entrances shall be kept free of sediment tracked off-site. Streets directly adjacent to construction entrances and receiving traffic from the development area shall be cleaned daily to remove sediment tracked off-site. If applicable, the catch basins on these streets nearest to the construction entrances shall also be cleaned weekly and protected from sediment-laden runoff; if feasible without posing a public safety hazard.
      (3)   Based on site conditions, City Engineer and/or the Lake County SWCD may require additional best management practices to control off-site tracking and dust. These additional BMPs may include:
         A.   Fencing shall be installed around the perimeter of the development area to ensure that all vehicle traffic adheres to designated construction entrances.
         B.   Applicants shall take all necessary measures to comply with applicable regulations regarding fugitive dust emissions, including obtaining necessary permits for such emissions. The City Engineer and/or the Lake County SWCD may require dust controls including the use of water trucks to wet disturbed areas, tarping stockpiles, temporary stabilization of disturbed areas, and regulation of the speed of vehicles on the site.
   (b)   Construction vehicles shall avoid water resources. If it is infeasible to provide and maintain an undisturbed natural buffer around water resources, the SWP3 shall comply with all the following additional requirements:
      (1)   All stream crossings shall be designed as specified in the most recent edition of the Rainwater and Land Development manual.
      (2)   Temporary stream crossings shall be constructed if water resources or wetlands will be crossed by construction vehicles during construction.
      (3)   Construction of bridges, culverts, or sediment control structures shall not place soil, debris, or other particulate material into or close to the water resources or wetlands in such a manner that it may slough, slip, or erode.
      (4)   Protected areas or critical areas, including wetlands and riparian areas shall be physically marked in the field prior to earth disturbing activities.
   (c)   For sites that will not be completed by October 1, a Pre-Winter Stabilization Meeting shall be held by the landowner and the developer, engineer and contractor of the project and the City prior to October 1, in order to plan and approve winter erosion and sediment controls as defined in the most current online edition of the Rainwater and Land Development manual.
   (d)   
 
Table 1: Permanent Stabilization
Area Requiring Permanent Stabilization
Time Frame to Apply Erosion Controls
Any area that will lie dormant for one year or more.
Within 7 days of the most recent disturbance.
Any area within 50 feet of a surface water of the state and at finished grade.
Within 2 days of reaching finished grade.
Any other areas at finished grade.
Within 7 days of reaching finished grade within that area.
 
 
Table 2: Temporary Stabilization
Area Requiring Temporary Stabilization
Time Frame to Apply Erosion Controls
Any disturbed area within 50 feet of a surface water of the state and not at finished grade.
Within 2 days of the most recent disturbance if that area will remain idle for more than 14 days.
For all construction activities, any disturbed area, including soil stockpiles that will be dormant for more than 14 days but less than one year, and not within 50 feet of a surface water of the state.
Within 7 days of the most recent disturbance within the area.
For residential subdivisions, disturbed areas shall be stabilized at least 7 days prior to transfer of ownership or operational responsibility.
Disturbed areas that will be idle over winter.
Prior to November 1 or the onset of winter weather, whichever occurs first.
Note: Where vegetative stabilization techniques may cause structural instability or are otherwise unobtainable, alternative stabilization techniques shall be employed.
 
 
Table 3: Maximum Drainage Area to Silt Fence Based on Slope
Maximum Drainage Area (Acres) to 100 Linear Feet of Silt Fence
Range of Slope for a Drainage Area (%)
0.5
< 2%
0.25
2% but < 20%
0.125
20% but < 50%
 
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.10 ABBREVIATED STORM WATER POLLUTION PREVENTION PLAN.

   (a)   In order to control sediment pollution of water resources, the applicant shall submit an abbreviated SWP3 in accordance with the requirements of this regulation.
   (b)   The abbreviated SWP3 shall be certified by a professional engineer, a registered surveyor, certified professional erosion and sediment control specialist, or a registered landscape architect.
   (c)   The abbreviated SWP3 shall include a minimum of the following BMPs. The City may require other BMPs as site conditions warrant.
      (1)   Construction entrances. Construction entrances shall be built and shall serve as the only permitted points of ingress and egress to the development area. These entrances shall be built of a stabilized pad of aggregate stone or recycled concrete or cement sized greater than two inches in diameter, placed over a geotextile fabric, and constructed in conformance with specifications in the most recent edition of Rainwater and Land Development.
      (2)   Concrete truck wash-out. The washing of concrete material into a street, catch basin, or other public facility or natural resource is prohibited. A designated area for concrete wash-out shall be made indicated on the plan. Use for other waste and wastewater is prohibited.
      (3)   Street sweeping. Streets directly adjacent to construction entrances and receiving traffic from the development area shall be cleaned daily to remove sediment tracked off-site. If applicable, the catch basins on these streets nearest to the construction entrances shall be cleaned weekly.
      (4)   Stabilization. The development area shall be stabilized as detailed in Table 4.
 
Table 4: Stabilization
Area Requiring Stabilization
Time Frame to Apply Erosion Controls
Any disturbed area within 50 feet of a surface water of the state and not at finished grade.
Within 2 days of the most recent disturbance if that area will remain idle for more than 14 days.
For all construction activities, any disturbed area, including soil stockpiles that will be dormant for more than 14 days but less than one year, and not within 50 feet of a stream.
Within 7 days of the most recent disturbance within the area.
Disturbed areas that will be idle over winter.
Prior to November 1.
Areas of final grade
Within 7 days of reaching final grade or within 2 days of reaching final grade for areas within 50 feet of a surface water of the state
Note: Where vegetative stabilization techniques may cause structural instability or are otherwise unobtainable, alternative stabilization techniques shall be employed. These techniques may include mulching or erosion matting.
 
      (5)   Inlet protection. Erosion and sediment control practices, such as boxed inlet protection, shall be installed on storm water catch basins located on the subject property and, if there is no threat to public safety, on curb inlets closest to the construction entrance, to minimize sediment- laden water entering active storm drain systems, including rear yard inlets.
      (6)   Silt fence and other perimeter controls. Silt fence and other perimeter controls approved by the City shall be used to protect adjacent properties and water resources from sediment discharged via sheet (diffused) flow. Silt fence shall be placed along level contours and the permissible drainage area is limited to those indicated in the Construction General Permit.
      (7)   Internal inspection/maintenance. All controls on the development area shall be inspected at least once every seven calendar days and within 24 hours after any storm event greater than 1/2 inch of rain per 24-hour period. Maintenance shall occur as detailed in the following:
         A.   When BMPs require repair/maintenance. If the internal inspection reveals that a BMP is in need of repair or maintenance, with the exception of a sediment-settling pond, it shall be repaired or maintained within three days of the notification of the inspection findings. Sediment settling ponds shall be repaired or maintained within ten days of the notification of the inspection.
         B.   When BMPs fail to provide their intended function. If the internal inspection reveals that a BMP fails to perform its intended function and that another, more appropriate control practice is required, the abbreviated SWP3 shall be amended and the new control practice shall be installed within ten days of the notification of the inspection.
         C.   When BMPs depicted on the abbreviated SWP3 are not installed. If the internal inspection reveals that a BMP has not been implemented in accordance with the schedule, the BMP must be implemented within ten days from the date of the inspection. If the inspection reveals that the planned control practice is not needed, the record must contain a statement of explanation as to why the control practice is not needed.
      (8)   Final stabilization. Final stabilization is achieved when the site has reached 70% cover and when the Engineer approves the site condition.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.11 FEES.

   The SWP3 and abbreviated SWP3 review, filing, and inspection fee is part of a complete submittal and is required to be submitted to the City of Painesville and the Lake County SWCD before the review process begins. Please consult with the City Engineer and the Administrator for the current fee schedule. Applicants will be charged $250, or the amount charged in Lake County SWCD's current fee schedule for each additional inspection that the Lake County SWCD must conduct if a site has one of the following compliance issues:
   (a)   Construction activities have started with no SWP3 completed;
   (b)   Failure to install sediment basin(s) when the SWP3 and/or site drainage clearly indicates as a first step (within seven days prior to grading and within seven days of grubbing);
   (c)   Failure to implement any sediment/erosion controls; or
   (d)   Dewatering activities resulting in turbid discharges.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.12 BOND.

   (a)   If a SWP3 or abbreviated SWP3 is required by this regulation, soil-disturbing activities shall not be permitted until a cash bond or deposit has been provided to the City Finance Department to be held in deposit trust. The amount shall be a five thousand dollar ($5,000) minimum, and an additional five thousand dollars ($5,000) paid for each subsequent acre or fraction thereof or the cost of stabilizing disturbed areas based on a fee schedule established by the City. When the bond amount falls below one thousand dollars ($1,000), another bond shall be due. The bond will be used for the City to perform the obligations otherwise to be performed by the owner of the development area as stated in this regulation and to allow all work to be performed as needed in the event that the applicant fails to comply with the provisions of this regulation. The cash bond shall be returned, less City administrative fees established by Council in accordance with Section 1105.05, after all work required by this regulation has been completed and final stabilization has been reached, all as determined by the City Engineer and the Administrator.
   (b)   A portion of the bond (equivalent of all cost to apply final stabilization) will be retained until all areas disturbed by construction activity are permanently stabilized and a Notice of Termination has been submitted to Ohio EPA. Where vegetative growth is used to achieve permanent stabilization, the area shall comply with final stabilization requirements of the Construction General Permit.
   (c)   No project subject to this regulation shall commence without a SWP3 or abbreviated SWP3 approved by the City Engineer and the Administrator, unless so authorized by the City Manager.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.13 ENFORCEMENT.

   (a)   If the City and/or the Lake County SWCD or its duly authorized representative(s) determines that a violation of the rules adopted under this Code exist, the City or representative may issue an immediate stop work order if the violator failed to obtain any Federal, state, or local permit necessary for sediment and erosion control, earth movement, clearing, or cut and fill activity.
   (b)   All development areas may be subject to external inspections by the City of Painesville and/or the Lake County SWCD to ensure compliance with the approved SWP3 or abbreviated SWP3.
   (c)   After each external inspection, the City, or its authorized agent, and/or the Lake County SWCD shall prepare and distribute a status report to the applicant.
   (d)   If an external inspection determines that operations are being conducted in violation of the approved SWP3 or abbreviated SWP3, the City and/or the Lake County SWCD may take action as detailed in Sections 1143.13 and 1143.14 of this regulation.
   (e)   Failure to maintain and repair erosion and sediment controls per the approved SWP3 plan may result in the following escalation. The penalty is determined by the total number of violations per site even if the violations are for different BMPs.
      (1)   First violation: The City Engineer will issue a notice of deficiency to the owner or operator. All controls are to be repaired or maintained per the SWP3 plan within three days of the notification. If controls have not been corrected after this time, the City Engineer may issue a stop work order for all activities until corrections have been made.
      (2)   Second violation: The City Engineer may issue a formal notice of violation which includes a five hundred dollar ($500.00) administrative fee against the SWP3 bond or site plan deposit. All controls are to be repaired or maintained per the approved SWP3 plan within three days of the notice of violation. If controls have not been corrected after this time, the City Engineer may issue a stop work order for all activities until corrections have been made.
      (3)   Third and subsequent violations: The City Engineer may issue a stop work order for all construction activities and charge a one thousand dollar ($1,000.00) administrative fee against the SWP3 bond or site plan deposit. The stop work order will be lifted once all controls are in compliance with the approved SWP3 plan.
   (f)   The City Engineer shall have the authority to make immediate on-site adjustments to the SWP3 in order to achieve compliance with this Code.
   (g)   A final inspection will be made to determine if the criteria of this code has been satisfied and a report will be presented to the City on the site's compliance status.
   (h)   The City Engineer will monitor soil-disturbing activities for non-farm residential, commercial, industrial, or other non-farm purposes on land of less than one contiguous acre to ensure compliance required by these rules.
   (i)   The City Engineer shall notify the U.S. Army Corps of Engineers when a violation on a development project covered by an Individual or Nationwide Permit is identified. The City Engineer shall notify the Ohio Environmental Protection Agency when a violation on a development project covered by a Section 401 Water Quality Certification and/or Isolated Wetland Permit is identified.
   (i)   The City shall not issue building permits for projects regulated under this Code that have not received approval for an SWP3 for said project(s).
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.14 VIOLATIONS.

   (a)   No person shall violate or cause or knowingly permit to be violated any of the provisions of this ordinance or regulation, or fail to comply with any of such provisions or with any lawful requirements of any public authority made pursuant to this ordinance or regulation, or knowingly use or cause or permit the use of any lands in violation of this ordinance or regulation or in violation of any permit granted under this ordinance or regulation.
   (b)   Upon notice, the City Engineer or the Administrator may suspend any active soil- disturbing activity for a period not to exceed 90 days, and may require immediate erosion and sediment control measures whenever he or she determines that such activity is not meeting the intent of this ordinance or regulation.
   (c)   Such notice shall be in writing, shall be given to the applicant, and shall state the conditions under which work may be resumed. In instances, however, where the Administrator finds that immediate action is necessary for public safety or the public interest, he or she may require that work be stopped upon verbal order pending issuance of the written notice.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.15 APPEALS.

   Any person aggrieved by any order, determination, or any other action or inaction by the City in relation to this ordinance or regulation may appeal to the court of common pleas. Such appeal shall be made in conformity with the procedures set forth in Section 1111.12, however, the appeal shall be to the court of common pleas and not to the Board of Zoning Appeals. Written notice of appeal shall be served on the City and a copy shall be provided to the Lake County SWCD.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)

1143.99 PENALTY.

   (a)   Any violation of this chapter shall be subject to the violations and remedies provisions of Chapter 1105. The penalty section is set forth below in subsection (b).
   (b)   Any person, firm, entity or corporation; including but not limited to, the owner of the property, his agents and assigns, occupant, property manager, and any contractor or subcontractor who violates or fails to comply with any provision of this regulation is guilty of a misdemeanor of the third degree and shall be fined no more than five hundred dollars ($500.00) or imprisoned for no more than 60 days, or both, for each offense. A separate offense shall be deemed committed each day during or on which a violation or noncompliance occurs or continues.
   (c)   The imposition of any other penalties provided herein shall not preclude the City of Painesville instituting an appropriate action or proceeding in a court of proper jurisdiction to prevent an unlawful development, or to restrain, correct, or abate a violation, or to require compliance with the provisions of this regulation or other applicable laws, ordinances, rules, or regulations, or the orders of the City.
(Ord. 16-19. Passed 9-16-19; Ord. 12-25. Passed 3-31-25.)