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Willowick City Zoning Code

TITLE ONE

Zoning Code

1131.01 INTERPRETATION; PURPOSE.

   In interpreting and applying the provisions of this Zoning Code, they shall be held to be the minimum requirements adopted for the promotion of the public health, safety, comfort, convenience and general welfare. The lot or yard areas required by this Zoning Code for a particular building shall not be diminished and shall not be included as a part of the required lot or yard areas of any other buildings. The lot or yard areas of buildings existing at the time of passage of this Zoning Code shall not be diminished below the requirement herein provided for buildings hereafter erected and such required areas shall not be included as a part of the required areas of any building hereafter erected. This Zoning Code does not repeal, abrogate, annul or in any way impair or interfere with any existing provisions of law or ordinances or any rules or regulations previously adopted or issued or which shall be adopted or issued pursuant to law relating to the use of buildings or premises; nor shall this Zoning Code interfere with or abrogate or annul any easements, covenants or other agreements between parties; however, where this Zoning Code imposes a greater restriction upon the use of buildings or premises or upon the height of buildings or requires larger yards than are imposed or required by such existing provisions of law or ordinance or by such rules, regulations or by such easements, covenants or agreements, the provisions of this Zoning Code shall control.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01.)

1131.02 ENFORCEMENT.

   (EDITOR’S NOTE: For provisions regarding enforcement of the Zoning Code, see Section 167.02 of these Codified Ordinances.)

1131.03 DENIAL OF BUILDING PERMITS.

   No permit shall be issued under authority of the Building Code and/or Zoning Code while any ordinance or other measure is pending before Council or the Planning Commission, under which ordinance or measure, if adopted, any work, use, construction, alteration, installation or repair covered by such permit(s) would be prohibited. However, no permit(s) shall be withheld for a total period of more than ninety days after application therefor by reasons of the pendency of any one or more of such ordinances or measures.
(Ord. 668. Passed 12-18-50; Ord. 2001-37. Passed 7-10-01; Ord. 2003-57. Passed 11-5-03.)

1131.04 COMPLETION AND RESTORATION OF EXISTING BUILDINGS.

   Nothing contained in this Zoning Code shall require any change in the plans, construction or designated use of a building for which a building permit has been heretofore issued and the construction of which has been diligently prosecuted within thirty days of the date of such permit, and the ground story framework of which, including the second tier of beams, has been completed within six months of the date of such permits, and which entire building shall be completed according to such plans, as filed, within two years from the date of the passage of this Zoning Code. Nothing in this Zoning
   Code shall prevent the restoration of a building wholly or partly destroyed by fire, explosion, act of God or act of the public enemy, subsequent to the passage of this Zoning Code or prevent a change of such existing use under the limitations provided in Section 1163.02. Nothing in this Zoning Code shall prevent the restoration of a wall declared unsafe by the Building Inspector.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01.)

1131.05 AMENDMENTS.

   (a)   Council may, by ordinance, from time to time on its own motion, or on petition, amend the regulations established in this Zoning Code. Every such proposed amendment shall, after it has been introduced, be referred by Council to the Planning Commission for report. The Commission shall conduct a public hearing on such proposed amendment, and notice of such hearing shall be published in a newspaper having a general circulation in the City at least ten days prior to the date of such public hearing. The hearing before the Commission on proposed amendments may be continued from time to time without further notice.
   (b)   The Commission may approve or suggest changes in the proposed amendment, and shall submit its report to Council. The form of the report shall be as determined by the Commission. Any such amendment that has failed to receive the approval of the Commission shall not be passed by Council except by five votes of Council. Amendments proposed by the Commission under authority conferred by the City Charter on that body shall be subject to the same procedure as outlined above, except that such amendments need not be introduced by Council before the hearing of the Commission.
(Ord. 58-76. Passed 3-18-59; Ord. 2001-37. Passed 7-10-01; Ord. 2009-8. Passed 3-3-09; Ord. 2009-17. Passed 5-5-09.)

1131.06 SEPARABILITY.

   The sections, subsections, districts and building lines forming part of or established by this Zoning Code and the several parts, provisions and regulations thereof are hereby declared to be independent sections, subsections, districts, building lines, parts, provisions and regulations, and the holding of any such section, subsection, district, building line, part, provision or regulation thereof to be unconstitutional, void or ineffective for any cause shall not affect nor render invalid any other such section, subsection, district, building line, part, provision or regulation thereof.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01.)

1131.99 PENALTY.

   Unless otherwise provided in this Zoning Code, the owner or owners of any building or premises or part thereof, where anything in violation of this Zoning Code is placed or exists, and any architect, builder or contractor who may be employed to assist in the commission of any such violation, and all persons or corporations who violate any of the provisions of this Zoning Code or fail to comply therewith, or any requirements thereof, or who build in violation of any detailed statement of plans submitted and approved thereunder, shall, for each and every violation or noncompliance, be fined not more than five hundred dollars ($500.00). A separate offense shall be deemed committed each day during or on which a violation occurs or continues.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01.)

1133.01 GENERALLY.

   As used in this Zoning Code, words, terms and phrases shall have the meanings given them in this chapter. Words used in the present tense include the future; the singular number includes the plural and the plural the singular; the word “lot” includes the word “plot” and the word “building” includes the word “structure”.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.02 ACCESSORY USE OR BUILDING.

   An “accessory use or building” is a use or building customarily incident to and located on the same lot with another use or building.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.03 APARTMENT.

   An “apartment” is a room or suite of rooms in an apartment house which room or suite is arranged, intended or designed to be occupied as the residence of a single family, individual or group of individuals.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.04 APARTMENT HOUSE. (REPEALED)

   (EDITOR'S NOTE: Section 1133.04 was repealed by Ordinance 2012-11, passed March 20, 2012.)

1133.05 DOUBLE HOUSE. (REPEALED)

   (EDITOR'S NOTE: Section 1133.05 was repealed by Ordinance 2012-11, passed March 20, 2012.)

1133.06 DWELLING.

   (a)   A “dwelling” is a building arranged, intended or designed to be occupied by not more than two families living independently of each other and doing their own cooking upon the premises.
   (b)   A "single-family dwelling" is a dwelling arrangement, intended or designed to be occupied by a single family and having an area of not less than 7,200 cubic feet, exclusive of a basement or utility roam.
   (c)   A "two-family dwelling" is a detached dwelling arranged, intended or designed to be occupied by two families, one of which has its principal living rooms on the first floor and the other of which has its principal living rooms on the second floor, each having an area of not less than 1,000 square feet, exclusive of a basement, utility room or attached garage.
(Ord. 92-26. Passed 6-16-92; Ord. 2001-37. Passed 7-10-01; Ord. 2012-11. Passed 3-20-12.)

1133.07 FAMILY.

   A “family” is any number of individuals living and cooking together on the premises of a single housekeeping unit.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.08 GRADE.

   (a)   The “established grade” is the elevation of the street curb as fixed by the City.
   (b)   The “natural grade” is the elevation of the undisturbed natural surface of the ground adjoining the building.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.09 HEIGHT OF A BUILDING.

   The “height of a building” is the vertical distance measured at the center line of its principal front from the established grade or from the natural grade, if higher than the established grade, to the level of the highest point in the coping of flat roofs or to the deck line of a mansard roof or the mean height of the highest gable of a pitched roof or to half the height of a hipped roof. Where no roof beams exist or there are structures wholly or partly above the roof the height shall be measured to the level of the highest point of the building.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.10 LOT.

   A “lot” is a parcel of land occupied by one building and the accessory buildings or uses customarily incident to its including such open spaces as are required by this Zoning Code and such open spaces as are arranged and designed to be used in connection with such building.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.11 NONCONFORMING USE.

   A “nonconforming use” is one that does not comply with the regulations of the use district in which it is situated.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.12 PUBLIC NOTICE.

   “Public notice” of a hearing of proceeding means ten days notice of the time and place thereof printed in a newspaper of general circulation in the City.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.13 ROW HOUSING. (REPEALED)

   (EDITOR'S NOTE: Section 1133.13 was repealed by Ordinance 2012-11, passed March 20, 2012.)

1133.14 SHOPPING CENTER. (REPEALED)

   (EDITOR'S NOTE: Section 1133.14 was repealed by Ordinance 2012-11, passed March 20, 2012.)

1133.15 STREET LINE.

   The “street line” is the dividing line between the street and the lot.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1133.16 YARD.

   (a)   A “front yard” is an open unoccupied space on the same lot with a building between the front line of the building and the front line of the lot.
   (b)   A “rear yard” is an open unoccupied space on the same lot with a building between the rear line of the building and the rear line of the lot.
   (c)   A “side yard” is an open unoccupied space on the same lot with a building situated between the building and the line of the lot and extending through from the street or from the front yard to the rear yard or to the rear line of the lot. Any lot line not a rear line or a front line shall be deemed a sideline.
   (d)   The “least dimension of a yard” is the least of the horizontal dimensions of such yard. If two opposite sides of a yard are not parallel, the horizontal dimensions between them shall be deemed to be the mean distance between them.
(Ord. 66-18. Passed 7-21-66; Ord. 2001-37. Passed 7-10-01.)

1135.01 REPEAL OF CURRENT ZONING USE DISTRICTS AND WILLOWICK ZONING MAP.

   Chapter 1135 of the Codified Ordinances of the City of Willowick in its current form, and the current Willowick Zoning Map, which establish the zoning use districts; and Chapter 1137, Ul Single Family House District; Chapter 1139, U2 Two Family House District; Chapter 1141, U2A Expressway Residence District; Chapter 1143, U2B Erieside Apartment District; Chapter 1145, U2C Vine Eastlake Apartment District; Chapter 1147, U2D Lakefront Apartment District; Chapter 1149, U3 Apartment House District; Chapter 1151, U3A Shopping Center District; Chapter 1153, U3B Small Coordinated Group Retail Store Distract; Chapter 1154, Class U3C Small Coordinated Group Office-Commercial District Boundaries; Chapter 1155, U4 Local Retail Store Distract; Chapter 1157, U5 Commercial District; and Chapter 1159, U8A Light Industry District of the City of Willowick, are hereby repealed in their entirety.
(Ord. 2012-9. Passed 3-20-12.)

1135.02 DIVISION INTO DISTRICTS; BOUNDARIES.

   (a)   For the purpose of regulating and restricting the location of single family housing, multi family housing, mixed use, apartment housing, retail use, and industrial use, the City is hereby divided into classes of use districts as follows:
      Single Family District
      Multi Family District
      Mixed Use District
      Apartment District
      Retail District
      Industrial District
   (b)   Zone Map. The use districts as set forth in Section 1135.02 (a) shall be officially identified and shown on the Willowick Zoning Map, a copy of which is attached to the page next following and incorporated herein; and which is located at Willowick City Hall and the Willowick Building Department, respectively.
(Ord. 2012-9. Passed 3-20-12; Ord. 2015-42. Passed 12-15-15; Ord. 2022-11. Passed 3-1-22.)

1135.03 CLASSIFICATION OF USES.

   The classification of uses, the permitted, prohibited, and accessory uses, and the regulations particular to each class shall be found in the following chapters of this Zoning Code:
      Single Family District Chapter 1137
      Multi Family District Chapter 1139
      Mixed Use District Chapter 1141
      Apartment District Chapter 1143
      Retail District Chapter 1145
      Industrial District Chapter 1147
(Ord. 2012-9. Passed 3-20-12.)

1135.04 LESSER USES.

   The classification of uses as identified in Section 1135.02 represents a ranking of the use districts within the City of Willowick, with the Single Family District, Chapter 1137, being the lowest use, and the Industrial District, Chapter 1147, being the highest use. As such, subject to the procedure outlined in Chapter 1161, no use district may be utilized to a higher use. Use districts may, however, be utilized to a lesser use.
(Ord. 2012-9. Passed 3-20-12.)

Zoning Map

 
(Ord. 2015-42. Passed 12-15-15; Ord. 2022- 11. Passed 3-1-22.)

1137.01 PERMITTED USES.

   In a Single Family District no building or premises shall be used, and no building shall be erected which is arranged, intended or designed to be used, for a Multi Family District, Mixed Use District, Apartment District, Retail District, or Industrial District. In a Single Family District no building or premises shall be used, and no building shall be erected which is arranged, intended or designed to be used, other than for a Single Family District use. In any part of a Single Family District, no building shall be used and no building shall be erected which is arranged, intended or designed to be used, as a semi-detached single family or double house.
(Ord. 2012-12. Passed 3-20-12.)

1137.02 ACCESSORY USES.

   An accessory use customarily incident to a Single Family District use shall also be permitted in a Single Family District provided such accessory use is located upon the same lot with the building or use to which it is accessory in a Single Family District. A private garage permitted as an accessory use shall not provide storage for more than one motor vehicle for each 2,000 square feet of the lot area. A billboard, signboard or advertising sign shall in no case be permitted as an accessory use. The placing of a "for sale" or "for rent" sign shall, however, be permitted as an accessory use. A store, trade or business shall not be permitted as an accessory use except that the office of a physician or surgeon may be located in the dwelling used by such physician or surgeon as his private residence, and except that any person carrying on a customary home occupation may do so in a dwelling used by him as his private residence, provided that no person other than members of his own household are employed in such occupation, and provided further that no window display or signboard is used to advertise such occupation. In a dwelling occupied as a private residence, one or more rooms may be rented or table board furnished provided no window display or signboard is used to advertise such use.
(Ord. 2012-12. Passed 3-20-12.)

1139.01 PURPOSE AND INTENT.

   The purpose and intent of the Multi Family District is to promote the general health, safety, and welfare of the citizenry by:
   (a)   Allowing for the development of this District to best utilize the property by encouraging multi family units to allow for greater density in the use area;
   (b)   Utilizing the unique environment offered by Lake Erie in the use area to achieve the economic development objectives consistent with the recommendations of the Master Plan;
   (c)   Encouraging adjustment to lot sizes, setbacks, lot coverage, green space, parking and other development and design standards in order to achieve a better site design;
   (d)   Ensuring the natural topographic features, and natural resources in the District are protected during the development; and
   (e)   Ensuring that development occurs in a unified, harmonious, and timely manner in accordance with an approved development plan.
(Ord. 2012-13. Passed 3-20-12.)

1139.02 DISTRICT BOUNDARY.

   The Multi Family District shall be described by and included within the following boundaries, as shown on the Zoning Map, which, together with all accompanying notations, references, rules and designations, is hereby adopted and made a part of this Planning and Zoning Code, thereby having the same force and effect as if fully described herein in writing:
   (a)   Bound on the West by the Vine Street Extension, bound on the South by Lakeshore Boulevard, bound on the East Permanent Parcel Number 28-A-044-D-00-009-0 on Lakeshore Boulevard, and bound on the North by Lake Erie.
   (b)   Bound on the North by Lakeshore Boulevard; bound on the East by Permanent Parcel Number 28-A-044-B-00-049-0, located at 31702 Lakeshore Boulevard, and the Cody Park Apartment complex; bound on the South by Orchard Drive, and the following parcels: PPN 28- A-044-B-00-042-0 located at 224 East 315th Street, PPN 28-A-044-B-00-040-0 located at 232 East 315th Street, PPN 28-A-044-B-00-024-0 located at 236 East 315th Street, PPN 28-A-044-B-00-023-0 located at 240 East 315th Street; PPN 28-A-044-B-00-036-0 located at 31316 Lakeshore Boulevard, PPN 28-A-044-B-00-035-0, PPN 28-A-044-B-00-034-0, 28-A-044- B-00-033-0, PPN 28-A-044-B-00-032, and 28-A-044-G-00-005-0 located at 31220 Lakeshore Boulevard; and bound by the West by PPN 28-A-044-G-00-005-0 located at 31220 Lakeshore Boulevard.
   (c)   The entire Legend Trail Development located off of East 288th Street.
   (d)   The entire Winbury Condominium Development located at the corner of East 305th Street and North Marginal Road.
   (e)   The entire Lanmark Cove Condominium development located off of North Marginal Road.
   (f)   The entire Bay Club development located off of North Marginal Road.
   (g)   The entire Bayridge Condominium development located off of North Marginal Road.
   (h)   Lakewick Lane bound on the West by Lakeshore Boulevard; bound on the North by Permanent Parcel Number PPN 28-A-041-N-00-068-0, 28-A-041-N-00-101-0, PPN 28-A- 041-N-00-067-0 and PPN 28-A-041-N-00-048-0 located at Lakewick Lane; bound on the East by Shoreland Circle, and the following parcels: PPN 28-A-041-N-00-048-0 located at 190 Shoreland Circle, PPN 28-A-041-N-00-049-0 located at 188 Shoreland Circle, PPN 28-A-041-N-00-050-0 located at 186 Shoreland Circle, PPN 28-A-041-N-00-51-0 located at 184 Shoreland Circle, and PPN 28-A-041-N-00-052-0 located at Shoreland Circle; and bound on the South by East 293rd Street.
   (i)   Permanent Parcel Number 28-A-044-E-01-006-0 located at 460 East 321st Street.
(Ord. 2012-13. Passed 3-20-12; Ord. 2015-43. Passed 12-15-15; Ord. 2022-9. Passed 3-1-22.)

1139.03 USES.

   The Multi Family District shall have the following main and accessory uses:
   (a)   Main Uses Permitted. Multi Family housing defined as follows:
      (1)   Double Homes. A two unit, single family dwelling with a party wall between each dwelling having an area of not less than 1,000 square feet, exclusive of basement, utility room and attached garage.
      (2)   Town Homes. A three unit, single family dwelling, with party walls between each dwelling having an area of not less than 1,000 square feet, exclusive of basement, utility room and attached garage.
      (3)   Brownstone Homes. A four unit, single family dwelling, with party walls between each dwelling having an area of not less than 1,000 square feet, exclusive of basement, utility room or attached garage.
      (4)   Row Homes. A series of five or more attached dwellings in the form of a terrace or row, having separate entranceways for the individual living units. Each such individual dwelling shall have an area of not less than 1,000 square feet, exclusive of basement, utility room and attached garage.
      (5)   Assisted Living Facility. A residence for adults that provides rooms, supervision, meals, housekeeping, and personal care services, and which may also include skilled nursing care, and as further subject to the requirements of the Ohio Revised Code and any federal or state licensing regulations.
   (b)   Accessory Use Permitted. Parking areas shall be permitted to provide for the placement of motor vehicles for use for the guests of the occupants of the housing identified in Section 1139.03(a). The total parking area which must be provided is three legal parking spaces per dwelling unit.
(Ord. 2012-13. Passed 3-20-12; Ord. 2016-24. Passed 4-19-16.)

1139.04 HEIGHT RESTRICTIONS.

   (a)   No structure identified in Section 1139.03(a)(1) and (2) in the Multi Family District shall exceed the height of two stories, but in no case shall the height of a two story building exceed twenty-five feet from grade, exclusive of a peak style roof.
   (b)   No structure identified in Section 1139.03(a)(3), (4) and (5) in the Multi Family District shall exceed the height of three stories, but in no case shall the height of a three story building exceed thirty-five feet from grade, exclusive of a peak style roof.
(Ord. 2012-13. Passed 3-20-12.)

1139.05 SETBACKS.

   No Multi Family District structure identified in Section 1139.03 shall be set back less than twenty feet from the right of way.
(Ord. 2012-13. Passed 3-20-12.)

1139.06 SIDE YARDS.

   (a)   In the Multi Family Unit District there shall be provided on each lot, side yards of at least the total distance set forth in column one of the following chart, which total distances shall be divided, between the two sides of the lot, in conformity to the provisions of column two of the following chart, provided, however, that in no case shall the distance between houses or other residence structures be less than twelve feet, except in the case of corner lots, where the distance shall be not less than ten feet:
 
Column One
Column Two
Lot Width at Least Building Line
Total Side Yard
Driveway Side
Opposite Side
45' or less
12'
9'
3'
46' - 50'
13'
10'
3'
 
 
Column One
Column Two
Lot Width at Least Building Line
Total Side Yard
Driveway Side
Opposite Side
51' - 60'
14'
10'
4'
61' - 70'
15'
10'
5'
71' - 80
16'
10'
6'
81 - 90
18'
10'
8'
over 91'
20'
10'
10'
 
   (b)   In the Multi Family Unit District, each type of dwelling unit identified in Section 1139.03 (a) shall be considered one unit for the purposes of side yard restrictions identified in Section 1139.06(a).
(Ord. 2012-13. Passed 3-20-12.)

1139.07 REAR YARDS.

   (a)   In the Multi Family Unit District there shall be provided for each lot, a rear yard of at least thirty percent of the depth of the lot, but such dimension need not be more than thirty feet.
   (b)   In the Multi Family Unit District, each type of dwelling unit identified in Section 1139.03 (a) shall be considered one unit for the purposes of rear yard restrictions identified in Section 1139.07(a).
(Ord. 2012-13. Passed 3-20-12.)

1139.08 SETBACK, SIDE YARD AND REAR YARD EXCEPTIONS.

   The Planning Commission shall have the authority to waive or adjust the standards set forth for setbacks, side yard distances and rear yard distances set forth in Chapter 1139 if it determines, after public hearing, that due to unique circumstances, the minimum distances outlined in the chapter, cannot practically be achieved, and that the adjustments made to the construction of the dwelling units identified in Section 1139.03 (a) as they relate to other dwelling units in the District will not have a material adverse impact on the City.
(Ord. 2012-13. Passed 3-20-12.)

1139.09 PRELIMINARY DEVELOPMENT PLAN.

   (a)   Any person or entity owning property within the boundaries identified in Section 1139.02(a) through (i) who desires to construct multi family units in the Multi Family District shall make application to the Willowick Building Department. The Building Department shall forthwith forward the request for development to the Planning Commission for the approval of the concept and development.
   (b)   The developer shall submit a preliminary plan of development within thirty days of referral by the Building Department to the Planning Commission. The developer shall submit the following to the Planning Commission prior to appearing at a Planning Commission meeting:
      (1)   The proposed location and design of public and private streets, including the location of existing utilities to be maintained or changed and the utilities to be installed;
      (2)   The proposed location of all structures, setbacks and parking areas, identified by type, size, height and use;
      (3)   The proposed assignment and use of private and public land, if applicable;
      (4)   The proposed means to prevent lakefront erosion to the development;
      (5)   The proposed landscape treatment, including the proposed grading plan;
      (6)   The proposed plan for traffic circulation with the estimate of traffic volume to be generated by the development, including the location and character of proposed entrances and exits from the development area;
      (7)   The proposed forms of covenants running with the land, deed restriction, including those with respect to the use of common land, covenants, restriction or easements proposed to be recorded and covenants proposed for maintenance;
      (8)   Cost estimates for the completion of the development, including all public and private improvements in the development area; and
      (9)   Any request for adjustments to the regulations, standards or criteria set forth in Chapter 1139 and other applicable regulations set forth in the Building and Zoning Codes.
(Ord. 2012-13. Passed 3-20-12.)

1139.10 PUBLIC HEARING ON PRELIMINARY DEVELOPMENT PLAN, RECOMMENDATION.

   (a)   After the submission of the Preliminary Development Plan as outlined in Section 1139.09, the Planning Commission shall schedule a public hearing at which time the Commission shall consider the preliminary plan for concept approval. Notice to the public shall be given for such hearing by publication in a newspaper having a general circulation in the City at least ten days prior to the date for such public hearing. The hearing before the Planning Commission on the Preliminary Development Plan approval may be continued from time to time without further notice.
   (b)   After consideration of the preliminary plan submitted, and the input from any comments by the public, the Planning Commission shall vote to determine whether to recommend the approval to City Council of the Preliminary Development Plan. The approval of the Preliminary Development Plan shall be pursuant to the affirmative vote of a minimum of four members of the Planning Commission.
   (c)   Upon the recommendation of the approval of the Preliminary Development Plan, the Planning Commission, within ten days of the public hearing, shall issue its recommendation of the Preliminary Development Plan to the Clerk of Council. The Clerk of Council shall cause the recommendation for approval to be placed upon the Agenda of City Council at the next regularly scheduled Council Meeting.
   (d)   In the event that City Council approves the Preliminary Development Plan by a vote of four members of City Council, the Clerk of Council shall so advise the Planning Commission so that the matter may receive further consideration pursuant to Section 1139.11.
(Ord. 2012-13. Passed 3-20-12.)

1139.11 FINAL DEVELOPMENT PLAN.

   (a)   After the approval of the Preliminary Development Plan by City Council as outlined in Section 1139.10(d), the developer shall submit a Final Development Plan to the Planning Commission within sixty days of said approval. The Chief Building Inspector, or his designee, and the City Engineer shall review the Final Development Plan to ensure compliance with all applicable zoning and other ordinances and shall report the status of compliance to the Planning Commission. The Chiefs of the Divisions of Police and Fire shall review the Final Development Plan to ensure compliance with all applicable ordinances relating to safety and shall report the status of compliance to the Planning Commission.
   (b)   Upon receipt of the Final Development Plan from the developer, the Planning Commission shall schedule the matter for a public hearing at the next regularly scheduled Planning Commission meeting, or a Special Planning Commission Meeting, but said public meeting shall not be scheduled less than thirty days after the Final Development Plan was submitted to the Planning Commission.
   (c)   The Final Development Plan shall contain the following information:
      (1)   Proposed public and private street system, including detailed plans and specification for all streets, sidewalks, storm and sanitary sewers, water mains, street illumination, and other utilities, shade trees and other necessary engineering considerations in accordance with the Building Code and other applicable City codes;
      (2)   Plat of the development area showing street rights-of-way, private and common land and easements in accordance with the requirements of all of the City codes, which shall be in the proper form for recording;
      (3)   Plan of the area containing the accurate location of each existing structure to be retained, if any, and detailed plans and specifications for each proposed structure, a rendering of each proposed structure which shall include elevation views from each direction, relationship to street system, methods of waste disposal, pedestrian walks, common land, landscaping and finished grades, all of which shall comply with the standards of the Building Code and other applicable City codes;
      (4)   Detailed plans for structures or other means to prevent further erosion in the development area;
      (5)   Detailed landscape plans for public and private lands in the development area;
      (6)   Final forms of covenants running with the land, deed restrictions, including the use of common land, covenants, restrictions or easements to be recorded and covenants, if any, for maintenance;
      (7)   Estimated project cost including estimates for all public and private improvements; and
      (8)   Construction schedule and land disposition program.
(Ord. 2012-13. Passed 3-20-12.)

1139.12 PUBLIC HEARING ON FINAL DEVELOPMENT PLAN.

   (a)   After the submission of the Final Development Plan, the Planning Commission shall schedule a public hearing at which time the Commission shall consider the final Development Plan for the recommendation of approval to City Council. The public hearing shall be noticed pursuant to the method set forth in Section 1139.10. The public hearing on the Final Development Plan may be continued from time to time without further notice.
   (b)   After consideration of the Final Development Plan submitted, and the input from any comments by the public, the Planning Commission shall vote to determine whether to recommend to City Council the approval of the Final Development Plan. The approval of the Final Development Plan shall be pursuant to the affirmative vote of a minimum of four members of the Planning Commission.
   (c)   Upon the recommendation of the approval of the Final Development Plan, the Planning Commission, within ten (10) days of the public hearing, shall issue its recommendation for approval of the Final Development Plan to City Council. The Clerk of Council shall cause the recommendation for approval to be placed on the agenda of the City Council at the next regularly scheduled meeting.
   (d)   In the event that City Council approves the Final Development Plan, the Clerk of Council shall notify the developer of such action by regular U.S. mail. Within fifteen days thereafter, the developer shall post a surety bond or cash bond with the Clerk of Council conditioned upon the requirement that the developer shall within one year, or a longer period of time upon the affirmative vote of four members of Council, commence construction of the development. In the event that the developer fails to commence construction within the applicable time period, the principal of the bond shall be forfeited as liquidated damages.
   (e)   The bond to be posted by the developer shall be as follows:
      Estimated Cost of Development          Amount of Bond
      Up to $500,000.00                $5,000.00
      $500,000.00 to $1,000,000.00          $10,000.00
      Above $1,000,000.00                $25,000.00
   (f)   In lieu of a surety bond, the developer may deposit a cash bond in the like required amount. The bond shall be released upon the completion of three-quarters (3/4) of the development.
(Ord. 2012-13. Passed 3-20-12.)

1141.01 PURPOSE AND INTENT.

   The purpose and intent of the Mixed Use District is to promote the general health, safety, and welfare of the citizenry by:
   (a)   Allowing for the development of the District with a mixed use of residential, retail, and professional establishments to encourage economic development compatible with the existing character of the City and its Zoning Code;
   (b)   Utilizing the unique environment offered by Lake Erie to achieve the economic development objectives consistent with the recommendations of the Master Plan;
   (c)   Encouraging a site specific flexibility for lot sizes, setbacks, lot coverage, green space parking and other development and design standards in order to achieve better site design, better relationships between different uses, and extended preservation of open spaces and natural topography;
   (d)   Preserving public open spaces, where feasible, along the lake shore;
   (e)   Ensuring that the natural topographic features, and the natural resources in the District are protected during development;
   (f)   Encouraging walking, bicycling and social interaction, where feasible, by providing safe and attractive amenities, including, but not limited to, benches, public sidewalks, walkways and bicycle paths which link to residential and commercial areas to open spaces, access to Lake Erie, natural area corridors, parks and other land uses within the District; and
   (g)   Ensuring that development occurs in a unified and timely manner in accordance with an approved development plan.
(Ord. 2012-14. Passed 3-20-12.)

1141.02 DISTRICT BOUNDARY.

   The Mixed Use District shall be described by and include within the area bound on the East by the Vine Street Extension, bound on the South by Lakeshore Boulevard, bound on the West by the Willow Beach Allotment boundary, and bound on the North by Lake Erie, as shown on the Zoning Map, which together with all accompanying notations, references, rules and designations, is hereby adopted and made a part of this Planning and Zoning Code, thereby having the same force and effect as if fully described herein in writing.
(Ord. 2012-14. Passed 3-20-12.)

1141.03 USES.

   The Mixed Use District shall have the following main uses, accessory uses, and prohibited uses:
   (a)   Main Uses Permitted.
      (1)   Single family dwellings, multi-family dwellings with not more than three units per building, senior housing, and municipal. The Planning Commission shall have the authority to waive the maximum three unit standard set forth herein if it determines, after public hearing, that due to unique circumstances, the maximum three unit multi-family dwelling cannot be practically achieved, and that the allowance of more than three units per multi-family dwelling will not have a material adverse impact on adjacent property or on the City as a whole.
      (2)   Retail establishments.
         A.   Offices. Professional, administrative, medical, public, semi-public and civil offices, and other civil establishments.
         B.   Professional Business and Service Establishments. Professional, craftsman, artisan business uses and personal services when recommended by the Planning Commission and approved by City Council.
         C.   Dining Facilities. Full service/dine in restaurants, ice cream parlors, pizza or other specialty food establishments, as determined by the Planning Commission.
      (3)   Parks. Public and private parks, playgrounds, playfields, golf courses, tennis courts, swimming pools, commercial recreation, recreation center buildings, or other similar recreational uses.
      (4)   Bed and breakfast facilities.
   (b)   Accessory Uses Permitted.
      (1)   Parking areas for the use of guests of the occupants of the dwelling units and customers of establishments permitted in subsection (a) herein.
      (2)   Building service facilities:
         A.   Facilities for the disposal of garbage and rubbish complying with the provisions of the Building Code.
         B.   Facilities shall be provided accessory to any retail establishment and service vehicles within an enclosed service area separate from the pedestrian circulation in the development area and separated from garage areas.
   (c)   Prohibited Uses.
      (1)   Gated communities.
      (2)   Apartment dwellings, defined as buildings consisting of more than three (3) units per building.
      (3)   Commercial and Industrial establishments and/or buildings.
      (4)   Retail establishment which is not conducive to those uses permitted in Section 1141.03(a).
      (5)   Sale of used or pre-owned motor vehicles or other vehicles, automobile refueling or repair stations, car washes, rental of motor vehicles, and the storage or sale of trailers.
      (6)   Alarm dealers or installers.
      (7)   Ambulance services.
      (8)   Retail furniture or appliance and/or furniture or appliance repair services.
      (9)   Thrift stores, pawn shops/brokers, flea markets or other similar services.
      (10)   General contractor, subcontractor or other similar businesses, and any business which utilizes outside storage.
      (11)   Equipment rental, hall rental or other rental establishments.
      (12)   Internet cafes and other gaming establishments.
      (13)   Tattoo parlors.
      (14)   Convenience stores or drive through establishments of any type.
      (15)   Abortion clinics or birth centers.
      (16)   Bars/taverns and liquor sales establishments which do not comply with the description included in Section 1141.03(a)(3).
      (17)   Schools of any type, day care or day camp facilities.
      (18)   Gun stores or shooting ranges.
      (19)   Veterinary services, kennels or other similar facilities.
      (20)   Motels, hotels, or mobile home parks.
      (21)   Physical or mental rehabilitation facilities.
      (22)   Tobacco, cash checking or cash advance services.
      (23)   Billiard and pool rooms, bowling alleys.
      (24)   Funeral/mortuary homes.
      (25)   Satellite sales services.
      (26)   Commercial/Industrial uses.
      (27)   Adult oriented material businesses.
      (28)   Lumberyards and building supply businesses.
      (29)   Dry cleaning and similar establishments.
      (30)   Any other use not specifically allowed by Section 1141.03(a).
(Ord. 2012-14. Passed 3-20-12.)

1141.04 PROJECT AREA.

   (a)   The minimum area for development in the Mixed Use District shall be five contiguous acres.
   (b)   The Planning Commission shall have the authority to waive the standard set forth in Section 1141.04(a) if it determines, after public hearing, that due to unique circumstances, the minimum area cannot be practically achieved, and the development of the property at less than the minimum area will not have a material adverse impact on adjacent property or on the City as a whole. Unique circumstances shall be defined as follows:
      (1)   The development plan is adjacent to, and thus becomes, an extension of an existing or separately proposed development; or
      (2)   Due to existing uses, natural features or ownership patterns there is little likelihood that contiguous land area can be acquired and consolidated to achieve the requisite five contiguous acres.
(Ord. 2012-14. Passed 3-20-12.)

1141.05 PRELIMINARY DEVELOPMENT PLAN.

   (a)   Any person or entity owning an area meeting the requirements of Section 1141.04 who desires to construct a development in the Mixed Use District shall make application to the City of Willowick Building Department. The Building Department shall forthwith forward the request for development to the Planning Commission for the approval of the concept for the development.
   (b)   The developer shall submit a preliminary plan of development within thirty days of referral by the Building Department to the Planning Commission. The developer shall submit the following to the Planning Commission prior to appearing at a Planning Commission meeting:
      (1)   The proposed location and design of public and private streets, including the location of existing utilities to be maintained or changed and the utilities to be installed;
      (2)   The proposed location of all structures, setbacks and parking areas, identified by type, size, height and use;
      (3)   The proposed assignment and use of private land and public land;
      (4)   The proposed means to prevent lakefront erosion to the development;
      (5)   The proposed landscape treatment including the proposed grading plan;
      (6)   The proposed plan for traffic circulation with the estimate of traffic volume to be generated by the development, including the location and character of proposed entrances and exits from the development area;
      (7)   The proposed forms of covenants running with the land, deed restrictions including those with respect to the use of common land, covenants, restrictions or easements proposed to be recorded and covenants proposed for maintenance;
      (8)   Cost estimates for the completion of the development including all public and private improvements in the development area; and
      (9)   Any request for adjustments to the regulations, standards or criteria set forth in Chapter 1141 and other applicable regulations set forth in the Building and Zoning Codes.
(Ord. 2012-14. Passed 3-20-12; Ord. 2014-2. Passed 1-7-14.)

1141.06 PUBLIC HEARING ON PRELIMINARY DEVELOPMENT PLAN, RECOMMENDATION.

   (a)   After the submission of the Preliminary Development Plan, the Planning Commission shall schedule a public hearing at which time the Commission shall consider the preliminary plan for concept approval. Notice to the public shall be given for such hearing by publication in a newspaper having a general circulation in the City at least ten days prior to the date of such public hearing. The hearing before the Planning Commission on the Preliminary Development Plan approval may be continued from time to time without further notice.
   (b)   After consideration of the preliminary plan submitted, and the input from any comments by the public, the Planning Commission shall vote to determine whether to recommend the approval to City Council of the Preliminary Development Plan. The approval of the Preliminary Development shall be pursuant to the affirmative vote of a minimum of four members of the Planning Commission.
   (c)   Upon the recommendation of the approval of the Preliminary Development Plan, the Planning Commission, within ten days of the public hearing, shall issue its recommendation of the Preliminary Development Plan to the Clerk of Council. The Clerk of Council shall cause the recommendation for approval to be placed upon the agenda of City Council at the next regularly scheduled Council meeting.
   (d)   In the event that City Council approves the Preliminary Development Plan by the vote of four members of City Council, the Clerk of Council shall so advise the Planning Commission so that the matter may receive further consideration pursuant to Section 1141.07.
(Ord. 2012-14. Passed 3-20-12.)

1141.07 FINAL DEVELOPMENT PLAN.

   (a)   After the approval of the Preliminary Development Plan by City Council as outlined in Section 1141.06(d), the developer shall submit a Final Development Plan to the Planning Commission within sixty days of said approval. The Chief Building Inspector, or his designee, and the City Engineer shall review the Final Development Plan to ensure compliance with all applicable zoning and other ordinances and shall report the status of compliance to the Planning Commission. The Chiefs of the Divisions of Police and Fire shall review the Final Development Plan to ensure compliance with all applicable ordinances relating to safety and shall report the status of compliance to the Planning Commission.
   (b)   Upon receipt of the Final Development Plan from the developer, the Planning Commission shall schedule the matter for a public hearing at the next regularly scheduled Planning Commission meeting, or a Special Planning Commission meeting, but said public meeting shall not be scheduled less than thirty days after the Final Development Plan was submitted to the Planning Commission.
   (c)   The Final Development Plan shall contain the following information:
      (1)   Proposed public and private street system, including detailed plans and specifications for all streets, sidewalks, storm and sanitary sewers, water mains, street illumination, and other utilities, shade trees and other necessary engineering considerations in accordance with the Building Code and other applicable City codes;
      (2)   Plat of the development area showing street rights of way, private and common land and easements in accordance with the requirements of all of the City codes, which shall be in the proper form for recording;
      (3)   Plan of the area containing the accurate location of each existing structure to be retained, if any, and detailed plans and specifications for each proposed structure, a rendering of each proposed structure which shall include elevation views from each direction, relationship to street system, including driveways, parking and loading areas, illumination facilities, methods of waste disposal, pedestrian walks, common land, landscaping and finished grades, all of which shall comply with the standards of the Building Code and other applicable City codes;
      (4)   Detailed plans for structures or other means to prevent further erosion in the development area;
      (5)   Detailed landscape plans for public and private lands in the development area;
      (6)   Final forms of covenants running with the land, deed restrictions, including the use of common land, covenants, restrictions or easements to be recorded and covenants, if any, for maintenance;
      (7)   Estimated project cost including estimates for all public and private improvements; and
      (8)   Construction schedule and land disposition program.
(Ord. 2012-14. Passed 3-20-12.)

1141.08 PUBLIC HEARING ON FINAL DEVELOPMENT PLAN, RECOMMENDATION.

   (a)   After the submission of the Final Development Plan, the Planning Commission shall schedule a public hearing at which time the Commission shall consider the Final Development Plan for the recommendation of approval to City Council. The public hearing shall be noticed pursuant to the method set forth in Section 1141.07(b). The public hearing on the Final Development Plan may be continued from time to time without further notice.
   (b)   After consideration of the Final Development Plan submitted, and the input from any comments by the public, the Planning Commission shall vote to determine whether to recommend to City Council the approval of the Final Development Plan. The approval of the Final Development Plan shall be pursuant to the affirmative vote of a minimum of four members of the Planning Commission.
   (c)   Upon the recommendation of the approval of the Final Development Plan, the Planning Commission, within ten days of the public hearing, shall issue its recommendation for approval of the Final Development Plan to City Council. The Clerk of Council shall cause the recommendation for approval to be placed on the Agenda of the City Council at the next regularly scheduled meeting.
   (d)   In the event that City Council approves the Final Development Plan, the Clerk of Council shall notify the developer of such action by regular U.S. mail. Within fifteen days thereafter, the developer shall post a surety bond or cash bond with the Clerk of Council conditioned upon the requirement that the developer shall within one (1) year, or a longer period of time upon the affirmative vote of four (4) members of Council, commence construction of the development. In the event that the developer fails to commence construction within the applicable time period, the principal of the bond shall be forfeited as liquidated damages.
   (e)   The bond to be posted by the developer shall be as follows:
   Estimated Cost of Development          Amount of Bond
      Up to $500,000.00                $5,000.00
      $500,000.00 to $1,000,000.00          $10,000.00
      Above $1,000,000.00                $25,000.00
   (f)   In lieu of surety bond, the developer may deposit a cash bond in like required amount. The bond shall be released upon the completion of three-quarters (3/4) of the development.
(Ord. 2012-14. Passed 3-20-12.)

1141.09 DEVELOPMENT STANDARDS, EXCEPTIONS.

   The Final Development Plan shall comply with the development standards set forth herein.
   (a)   Project Area. The minimum area to qualify as a planned development area is five contiguous acres, as shown by the deed or deeds to the included land, unless a waiver is granted by the Planning Commission as set forth in Section 1141.04(b).
   (b)   Density. The average number of dwelling units or buildings for other permitted uses permitted per acre shall not be more than six for single family units, nine for multi-family dwellings, or retail or professional offices in which the maximum of gross floor area for a building devoted to a main use of retail or professional offices shall not exceed seventy-five gross square feet of floor area in a building for each 100 feet of gross land area.
   (c)   Parking Garage Areas. The minimum area within a parking garage required and assigned to each parking space shall not be less than 200 square feet of floor area exclusive of all circulation space.
   (d)   Land Coverage. For the purpose of computing land coverage, a garage at ground level shall be included but garage roofs below grade, if landscaped or developed as a terrace or with similar landscape treatment, may be excluded, or such roofs may be used for outdoor parking purposes. Land coverage by buildings shall not exceed one-third of the development area. Not less than one-third of the development area shall be devoted to permanent landscaping.
   (e)   Maximum Height. No building in a development area shall be more than forty feet in height, exclusive of a peak style roof.
   (f)   Landscape Plan and Appearance.
      (1)   Landscaping/Ground Cover Required. Any portion of a lot that is not occupied by a structure, parking area, access way, or aisle shall be provided with all-season landscaping and/or vegetative ground cover.
      (2)   Maintenance of Landscaping/Ground Cover Required. All ground cover and landscaping shall be well maintained and kept reasonably weed-free. Dead or diseased plant material shall be immediately replaced.
      (3)   Landscape Plan Required. A Landscape Plan shall be provided at the time of the submission of the Preliminary Plan with a chart indicating the scientific and popular name of each species of landscaping proposed, the proposed height of the species at planting and at maturity, and the specific number of each species. Landscape plans shall comply with the requirements of Chapter 1163. The Zoning Inspector shall have discretion to approve minor modifications to the Landscape Plan affecting less than twenty percent of the landscaped area of the property and involving the replacement of existing landscaping, addition of landscaping, or other incidental modifications to the Landscape Plan.
      (4)   The development area shall be located to take advantage of the topography, water, natural features and superior views of the shoreline existing in the development area and shall be designed and arranged so that the distance between buildings and the various parts thereof and between buildings and the boundaries of the development area will enhance privacy, use and enjoyment of the maximum number of units within the buildings.
      (5)   The Planning Commission shall have the authority to reasonably determine the layout of the Landscape Plan and appearance to support the principles of this subsection.
   (g)   Distance Between Residential Structures. The minimum distance between residential structures shall be as follows:
      (1)   There shall be provided on each lot side yards of at least the total distance set forth in column one of the following charts. In no case shall the distance between single family homes be less than twelve feet, except in the case of corner lots, where the distance shall be no less than ten feet:
Lot Width at Least Building Line
Total Side Yard
Yard Distance
45 or less
12
46 to 50
13
51 to 60
14
61 to 70
15
71 to 80
16
81 to 90
18
91 to 100
20
Over 100
20
 
      (2)   The Planning Commission shall have the authority to waive the standard set forth in Section 1141.09(g) if it determines, after public hearing, that due to unique circumstances, the minimum distances outlined in this subsection, cannot practically be achieved, and that the adjustments made to the development in this subsection will not have a material adverse impact on the City.
   (h)   Distance Between Commercial Structures. The minimum distance between commercial structures shall be as follows: There shall be a minimum distance of at least twenty feet between commercial building structures.
   (i)   Distance Between Residential and Commercial Structures. There shall be a minimum distance of at least thirty feet between commercial building structures and the lot line of any residential structure.
   (j)   Parking and Roadway Setbacks in Commercial Areas. Off-street parking areas and roadways must be screened when parking areas, circulation aisles, loading areas and driveways abut residential areas. The commercial property owner shall provide one or more of the following on the commercial property:
      (1)   A ten-foot-wide landscaped area planted with trees and/or shrubs, a minimum of six feet high, extending to, but not in front of, the building setback line, which will act as an effective screen in both winter and summer seasons.
      (2)   A five-foot masonry wall, of brick or split face block, and/or a decorative wood or vinyl fence, extending to, but not in front of, the building setback line.
      (3)   Earth mounding planted with trees and/or shrubs, extending to, but not in front of, the building setback line. The combined height of mounding and plants shall be a minimum of five feet and shall comply with the following setback requirements:
         A.   All off-street parking areas shall be set back from an existing or proposed public right-of-way a distance of at least twenty feet.
         B.   All off-street parking areas and roadways shall be set back from all other boundaries of not less than twenty feet.
   (k)   Setback for Single Family Residential Units. The minimum setback from the public right-of-way for a single-family residential unit shall be not less than forty feet.
   (l)   Setback for Multi-Family Residential Units. The minimum setback from the public right-of-way for multi-family residential units shall be not less than twenty feet.
   (m)   Setback for Commercial Areas. The minimum setback from the public right-of- way for commercial areas shall be not less than fifty feet.
   (n)   The Planning Commission shall have the authority to adjust the setback requirements contained in subsections (k), (l), and (m) hereof if it determines, after public hearing, that due to unique circumstances, the minimum setbacks cannot be practically achieved, and that the modification of the setbacks will not have a material adverse impact on the City.
   (o)   The following development and design standards shall apply to all new construction or rehabilitation of retail buildings or premises in the Mixed Use District within the City and shall be shown in the Preliminary Plan and Final Development Plans:
      (1)   Fundamental Goals for Design and Development.
         A.   The preservation and promotion of pedestrian access to Lake Erie and public spaces around the lakefront or incorporating it into designs is highly recommended.
         B.   The creation of connections will make it easy for people to navigate and connect to adjoining municipalities.
         C.   Commercial design projects will emphasize the following concepts:
            1.   Think Pedestrian First.
               a.   Willowick's commercial districts shall be designed and developed to provide for a safe and inviting pedestrian experience.
               b.   Buildings should be designed to promote walkability or rehabilitated to recapture the qualities of existing buildings and their original pedestrian orientation.
               c.   Business entrances shall engage the street and provide a clear entry sequence.
               d.   Sidewalk areas should be wide enough to accommodate pedestrian activity while also allowing space for amenities such as landscaping, benches, transit waiting areas and refuse containers.
               e.   Design elements shall include:
                  i.   Windows at street level;
                  ii.   Landscape planters;
                  iii.   Signage to scale (blade and pendant);
                  iv.   Emphasis of window displays;
                  v.   Entry promotes four-season activity;
                  vi.   Limited head-in parking;
                  vii.   Limited curb-cuts and vehicle access;
                  viii.   Lighting building facades;
                  ix.   Building is to scale with adjacent buildings or properties;
                  x.   Consistent setbacks to sidewalks with adjacent properties;
                  xi.   Promoting safe outdoor dining experiences;
                  xii.   Emphasis on transitions/connections to Lakefront Park;
                  xiii.   Promoting business and retail use;
                  xiv.   Preservation of green space.
            2.   Lakefront Connectivity.
               a.   Development or rehabilitation projects in the retail district should include a lakefront element of design including boats or beach themed signage and sidewalk patterns encouraging pedestrian traffic to the park.
            3.   Continuity of Design.
            4.   Quality of Design.
               a.   The retail district should have well designed buildings of high-quality materials, thoughtful detailing and have potential for effective reuse.
               b.   Four-sided design is encouraged to be utilized and make aesthetically pleasing building elevations.
               c.   Building rehabilitation and new construction shall include the appropriate high-quality treatment of all visible elevations.
               d.   Design, construction methods and materials used in rehabilitation work should be appropriate to the period of construction of a building and should include built-in longevity.
               e.   Fundamental Concepts:
                  i.   Building materials for new and rehabilitated structures should complement and be compatible with existing historic buildings.
                  ii.   Unacceptable building materials include stucco or EIFS, split face concrete masonry units, jumbo brick and vinyl siding.
                  iii.   Design that is contextual and brings visual interest to the streetscape should be encouraged.
                  iv.   The Secretary of the Interior's Standards for Rehabilitation should be used to guide the rehabilitation of historic buildings. Demolition of historic buildings is discouraged.
                  v.   Design elements shall include:
                     (a)   Maintaining or reinstating bulkheads, storefronts, transoms, doors, windows, cornices, and parapets.
                     (b)   Maintaining unused secondary door locations in storefronts.
                     (c)   Maintaining or reinstating original interior ceiling lights. Ceilings shall not be dropped in front of window openings or transoms. Where necessary, dropped ceilings shall be held off the storefront walls.
                     (d)   New construction and additions shall provide a transition, such as a setback or graduated height increase, to buffer visual effect and feeling when adjacent to a historic building.
                     (e)   Appropriate, traditional, quality building materials shall be used for repair, rehabilitation, and new construction.
      (2)   Building and Structure Design and Color Standards.
         A.   Purpose of Standards. To protect property values, provide cohesive City character and promote high-quality non-residential development and redevelopment. The following standards shall be adhered to:
            1.   General Design Standards. All buildings and structures shall have an equal level of finish on all sides, and shall utilize not more than two primary building materials and not more than two accent materials.
            2.   Color Schemes. Building colors shall be earth-toned (i.e. brown, gray, and variations of brown and gray). Bright, chromatic colors are not permitted. All structures shall utilize a single coordinated color scheme with one predominant color and not more than three colors to accent, de-mark or otherwise provide interest to the structure.
            3.   Architectural Features. The use of long, unbroken building facades shall be avoided. Exterior building facades shall exhibit the use of recesses, fenestration, pilasters, or other architectural features deemed appropriate by the Plan Review Board to provide character. In addition, major building entrances shall be clearly de-marked through the use of architectural features. The use of false building facades is not permitted unless the features present a quality, finished appearance from all sides and are consistent with the purpose of the district.
            4.   Mechanical Equipment and Utilities. All utilities serving the site, including electric, telephone and all supporting equipment thereto, including meters, transformers, etc., shall be placed underground or within the main building. Where meters, transformers or other equipment cannot be located within the main building, no such equipment shall be visible from any adjacent property or from any street right-of-way. Any proposed mechanical equipment shall be integrated into the building design and shall be concealed from view from adjacent properties and from street right-of-ways.
         B.   Primary Building Materials. Acceptable primary building materials include brick, stone, and solid wood fencing. Other building materials determined by the City to be substantially similar in appearance and quality to those listed above may be recommended upon petition to the City of Willowick Planning Commission. Exposed roofing materials shall be earth-tone in color. Appropriate materials shall include asphalt shingles, wood shingles and seamed metal products.
         C.   Accent Materials. Acceptable accent materials will include the "primary materials" listed above as well as EIFS, stucco, aluminum siding and vinyl siding. Other building materials determined by the City to be substantially similar in appearance and quality to those listed above may be authorized upon petition to the Willowick Planning Commission.
      (3)   The Planning Commission shall have the authority to waive the standards set forth in this section if it determines at the time of formal review, that due to unique circumstances, the standards set forth herein cannot practically be achieved, and the waiver of each such specific standard will not have a material adverse impact on the City, or adjoining properties.
         (Ord. 2012-14. Passed 3-20-12; Ord. 2023-9. Passed 3-21-23.)

1141.10 PROGRESSIVE DEVELOPMENT.

   A developer, having obtained final approval of a Final Development Plan, may accomplish the development of the project area in progressive stages as approved by the Planning Commission, but in no event shall physical work on an approved Final Development Plan be commenced more than two years after the approval of the Final Development Plan.
(Ord. 2012-14. Passed 3-20-12.)

1141.11 MATERIAL AMENDMENT TO PLAN.

   (a)   At any time after the approval of the Preliminary Plan or the Final Development Plan, the owner(s) may request a material amendment to the approved plan, in which case the request for said amendment shall be filed with the Clerk of City Council and referred by City Council to the Planning Commission.
   (b)   The proposed material amendment shall then be subject to the same procedures or approval as the original application.
(Ord. 2012-14. Passed 3-20-12.)

1143.01 PURPOSE AND INTENT.

   It is the intent of Council to reclassify each of the Apartment Districts, originally encompassed in the Planning and Zoning Code by the following Chapters: 1141, U2A Expressway Residence District; 1143, U2B, Erieside Apartment District; U2C Vine Eastlake Apartment District; and U2D Lakefront Apartment District into one uniform Apartment District, with exception of U2D Lakefront Apartment District which shall be eliminated, and to be hereafter referred to as the Apartment District. The Apartment District will serve to promote the general health, safety, and welfare of the citizenry by:
   (a)   Allowing for uniform rules and regulation, to the best extent possible, within the various areas throughout the City where the apartments exist; and
   (b)   Recognizing the changes that have taken place throughout the City subsequent to when previous apartment districts were established.
(Ord. 2012-15. Passed 3-20-12.)

1143.02 DISTRICT BOUNDARY.

   The Apartment District shall be contained in two distinct areas throughout the City as identified and shown on the Zoning Map, and shall be described and bound as follows:
   (a)   The current Willowick Towers which fronts on North Marginal Road; and
   (b)   The current Springcrest Apartments which fronts on Vine Street and is at eastern most portion of the City.
(Ord. 2012-15. Passed 3-20-12.)

1143.03 USES.

   The Apartment District shall have the following main and accessory uses:
   (a)   Units containing separate living units for four or more families. Two or more buildings on one parcel of land in one ownership may have joint services or facilities.
   (b)   Any accessory use customarily incident to the aforesaid permitted use, provide that such accessory use is located upon the same lot with the building or use to which it is accessory.
(Ord. 2012-15. Passed 3-20-12; Ord. 2016-26. Passed 4-19-16.)

1143.04 OFF-STREET PARKING.

   Off-street parking space shall be provided at the minimum rate of three spaces per for each living unit.
(Ord. 2012-15. Passed 3-20-12.)

1143.05 SETBACK.

   All principal buildings and structures in the Apartment District shall be set back at least thirty five feet from any street right of way and at least fifty feet from any adjoining lot in a Single Family District or Multi Family District.
(Ord. 2012-15. Passed 3-20-12.)

1143.06 PAVING AND SCREENING.

   All areas in the Apartment District used for motor vehicle access and parking shall be paved and shall be a minimum of ten feet from any adjoining lot in a Single Family District or Multi Family District. All open area not used for access drives, parking, buildings and services shall be completely and permanently landscaped and the entire site maintained in good and suitable condition.
(Ord. 2012-15. Passed 3-20-12.)

1143.07 MAXIMUM DWELLING UNITS.

   (a)   In the Apartment District area identified in Section 1143.02(a), the maximum number of units per floor of the building(s) shall be fourteen (14) units.
   (b)   In the Apartment District area identified in Section 1143.02(b), the maximum number of units per floor of the building(s) shall be fourteen (14) units.
(Ord. 2012-15. Passed 3-20-12.)

1143.08 MINIMUM LOT AREA.

   In the Apartment District, no building(s) containing the dwelling units shall be constructed with a gross floor area in excess of one-half of the lot area.
(Ord. 2012-15. Passed 3-20-12.)

1143.09 HEIGHT RESTRICTIONS.

   (a)   In the Apartment District area identified in Section 1143.02(a), no structure shall exceed five stories or sixty feet, whichever height is greater.
   (b)   In the Apartment District area identified in Section 1143.02(b), no structure shall exceed two stories or thirty feet, whichever height is greater.
(Ord. 2012-15. Passed 3-20-12.)

1143.10 FLOOR AREA.

   In each apartment dwelling unit, each unit shall have a minimum main floor area of 550 square feet for any efficiency or one bedroom unit, 610 square feet for a two bedroom unit, and 700 square feet for a three or four bedroom unit.
(Ord. 2012-15. Passed 3-20-12.)

1143.11 MINIMUM FRONT YARD AND SIDE YARD WIDTHS.

   In the Apartment District:
   (a)   The least dimension of any front yard shall be fifty feet.
   (b)   The least dimension of any side yard shall be ten feet.
   (c)   The combined least dimensions of any side yard shall be twenty feet.
   (d)   The minimum lot width for any lot shall be sixty feet.
(Ord. 2012-15. Passed 3-20-12.)

1143.12 MINIMUM YARD AREA PER UNIT.

   There shall be a minimum yard area of 700 square feet provided for each living unit, exclusive of parking space or garage space exclusive of space occupied by the main building.
(Ord. 2012-15. Passed 3-20-12.)

1143.13 STANDARDS AND APPROVAL OF PLANS.

   (a)   Prior to the preparation of final plans for any project in an Apartment District and the issuance of building permits for the construction or alteration of buildings therein, there shall be filed with the Chief Building Inspector plans and other data which shall provide for an integrated and harmonious design of buildings, adequate and properly arranged facilities for off-street parking space entirely off the public right of way of any public street, adequate and properly arranged facilities for internal traffic circulation, landscaping and screen planting, public water, sewer and storm water drainage and other facilities as may be necessary for the preservation of the public health, safety, welfare, convenience and comfort.
   (b)   If the Chief Building Inspector finds that such preliminary plans and other data comply with the requirements of this chapter, it shall approve such preliminary plans and authorize the preparation of the final construction plans in accordance with such approved preliminary plans. The final construction plans shall be submitted to the Chief Building Inspector for approval and shall be approved if they are in compliance with such approved preliminary plans, all requirements of this chapter and all applicable requirements of the Codified Ordinances. Upon such approval by the Chief Building Inspector, the required building permits shall be issued upon the payment of the standard fees.
(Ord. 2012-15. Passed 3-20-12.)

1145.01 PURPOSE AND INTENT.

   It is the intent of Council to reclassify each of the Business Districts, originally encompassed in the Planning and Zoning Code by the following Chapters: 1151, U3A Shopping Center District; 1154, U3C Small Coordinated Group Office -Commercial District Boundaries; 1155, U4 Local Retail Store District; and 1157, U5 Commercial District into one uniform district to be hereafter referred to as the Retail District. The Retail District will serve to promote the general health, safety, and welfare of the citizenry by:
   (a)   Allowing for uniform rules and regulations, to the best extent possible, within the various areas throughout the City where business may be conducted;
   (b)   Recognizing the changes that have taken place throughout the City since the time the previous business districts were established; and
   (c)   Ensuring that future business establishments will have a clear recognition and understanding of the rules and regulations going forward.
(Ord. 2012-16. Passed 3-20-12.)

1145.02 DISTRICT BOUNDARY.

   The Retail District shall be contained in five distinct areas throughout the City as identified and shown on the Zoning Map, and shall be described and bound as follows:
   (a)   East 288 Street Area. On the South side of Lakeshore Boulevard, bound on the West by East 288th Street and proceeding east on all parcels which front Lakeshore Boulevard to East 293rd Street; On the North side of Lakeshore Boulevard, bound on the west by Gilchrist Drive and proceeding east on all parcels which front Lakeshore Boulevard to East 291st Street.
   (b)   Shoregate Town Centre Area. Each of the parcels which encompass the current Shoregate Town Centre: PPN 28-A-041-0-00-007-0, PPN 28-A-043-00-004-0, PPN 28-A-043-0-00-008 and PPN 28-A-043-W-00-001-0, PPN 28-A-043-W-00-002-0; and the following parcels located on the corner of Lakeshore Boulevard and East 305th Street: PPN 28-A-043-0-00-005-0, and PPN 28-A-043-0-00-006-0.
   (c)   Lake Health Urgent Care Area. The current Lake Health Urgent Care center located on Lakeshore Boulevard bounded by the Shoreland Crossing development and the Shoregate Town Centre; PPN 28-A-041-0-00-005.
   (d)   Northshore Mall Area. Each of the parcels which encompass the area from the South boundary of East 305th Street which fronts on Lakeshore Boulevard, currently housing Rite Aid Drug Store, PPN 28-A-043-O-00-018-0, North to the end of the property which fronts Lakeshore Boulevard currently houses Northshore Mall, PPN 28-A-043-A-00-002-0.
   (e)   Vine Street Area. On the North side of Vine Street beginning at the intersection of Vine Street and Lakeshore Boulevard on each parcel which fronts Vine Street, Eastbound to the current Springcrest Apartments; On the South side of Vine Street beginning at the western most end of Vine Street on each parcel which fronts Vine Street Eastbound to the Eastlake corporation line.
   (f)   Southwest Vine Street/Willowick Drive Area. On the Northeast side of Willowick Drive from the property (multiple lots) which currently houses the Lutheran Church Northeast to Vine Street; then East on Vine Street to the Eastlake corporation line; then South to the lot lines of the Single Family parcels on Knobel Drive; then West to the lot lines of the Single Family parcels on Willowick Drive; then North along the property line of the Lutheran Church.
   (g)   East 305th Street/Euclid Avenue Area. All parcels fronting on the East and West sides of East 305th Street from Lakeland Boulevard South to Euclid Avenue; All parcels fronting on the North side of Euclid Avenue from East 305th Street East to the Willoughby corporation line and West to the Wickliffe corporation line.
(Ord. 2012-16. Passed 3-20-12; Ord. 2022-10. Passed 3-1-22.)

1145.03 USES.

   The Retail District shall have the following main uses, accessory uses, and prohibited uses:
   (a)   Main Uses Permitted.
      (1)   Retail establishments.
      (2)   Offices. Professional, administrative, medical, public, semi-public and civil offices and other civil establishments.
      (3)   Professional business and service establishments. Professional, craftsman, artisan business uses and personal services when recommended by the Planning Commission and approved by City Council.
      (4)   Dining facilities, full service and drive through restaurants, ice cream parlors, pizza or other specialty food establishments.
      (5)   Grocery stores.
      (6)   School facilities.
      (7)   Health club facilities.
      (8)   Motor vehicle fueling stations.
      (9)   Maximum of four entertainment device arcade(s) per three square mile(s).
      (10)   Mechanical amusement devices and game rooms.
   (b)   Accessory Uses Permitted.
      (1)   Parking areas for the use of customers of the establishments permitted in Section 1145.03(a).
      (2)   Building service facilities:
         A.   Facilities for the disposal of garbage and rubbish complying with the provisions of the Building Code.
         B.   Facilities shall be provided within an enclosed service area, separate from any pedestrian or vehicular traffic, for any accessory service needs to any retail establishment.
   (c)   Prohibited Uses.
      (1)   Retail establishments not conducive to those uses permitted in Section 1145.03(a).
      (2)   Abortion clinics.
      (3)   Motels, hotels, or mobile home parks.
      (4)   Adult oriented material businesses.
      (5)   Sale of motor vehicles.
(Ord. 2012-16. Passed 3-20-12; Ord. 2014-44. Passed 10-21-14; Ord. 2021-39. Passed 10-5-21; Ord. 2023-32. Passed 7-18-23; Ord. 2023-54. Passed 12-5-23.)

1145.04 HEIGHT RESTRICTIONS.

   (a)   No structure within the areas contained in Sections 1145.02(a), (d) or (e) shall exceed three stories or thirty-five feet, whichever height is greater, exclusive of a peak style roof.
   (b)   No structure within the areas contained in Sections 1145.02(b) or (c) shall exceed five stories or fifty-five feet, whichever height is greater, exclusive of a peak style roof.
(Ord. 2012-16. Passed 3-20-12.)

1145.05 PARKING AND TRAFFIC PATTERNS.

   (a)   Within the Retail District areas identified in Section 1145.02(b) and (c), it is the intention of this section to secure the safety of pedestrians and vehicles by proper traffic routing and parking, and for the safe loading and unloading at the establishments within these areas.
      (1)   No permit shall be issued for the construction or alteration of any building within the areas unless the application for such permit includes data showing there is provided space sufficient for the parking of motor vehicles of the employees, patrons, licensees, clients, guests, tenants or other occupants for users thereof, and for proper loading and unloading.
      (2)   There shall be provided parking space, and loading and unloading space on or adjoining the premises sufficient in capacity to provide two and one-half square feet of parking space and loading and unloading space for each one square foot of floor space on the ground floor of all buildings within these areas.
      (3)   Adequate access driveways to parking spaces and loading and unloading spaces shall be provided and shall have a concrete apron no less than fifty feet from the curb line, and shall be kept open and unobstructed. All parking spaces, loading and unloading spaces, and the driveways leading thereto shall be smoothly graded with a blacktop or concrete surface, adequately drained, and shall be constructed in such a manner so that the surface water shall not discharge over or onto public sidewalks or streets or onto other premises. Lighting for such spaces and driveways shall be reflected away from adjacent residential areas.
      (4)   The application shall include a diagram of locations of the places of ingress and egress to ensure that the places of ingress and egress do not unreasonable interfere with the flow of vehicular traffic, or endanger the safety of pedestrians and other passengers traveling on the street and highways adjoining the areas within this District.
   (b)   Within the Retail District areas identified in Section 1145.02(a), (d) and (e), no permit shall be issued for the construction, alteration or occupancy of any building unless the application for such permit includes data showing there is provided space sufficient for the parking of motor vehicles of patrons, licensees, clients, guests, tenants or other occupants thereof.
      (1)   A building occupied by one use shall provide the off-street parking spaces as required for the specific use.
      (2)   A building or group of buildings, occupied by two or more uses, operating normally during the same hours, shall provide spaces for not less than the sum of the spaces required for each use, provided, however, if a business development is comprised of twelve thousand square feet or more of building area, the required spaces may be computed for the total area of the building(s), as set forth in Section 1145.05(b)(5).
      (3)   A restaurant shall provide one space per 100 square feet of floor area or one space for each two seats, whichever requires the greater number.
      (4)   A retail store, bank or office shall provide one space per 250 square feet floor area on the ground floor, and one space per 400 square feet floor area on the upper floor(s).
      (5)   For all other establishments, there shall be provided one space per 200 square feet of gross floor area for each floor of the building.
(Ord. 2012-16. Passed 3-20-12.)

1145.06 PARKING AND TRAFFIC OFFENSES; ENFORCEMENT AND PENALTY.

   The following provisions apply in the Retail District areas identified in Section 1145.02(b) and (c) only:
   (a)   Parking and Traffic Offenses.
      (1)   No person shall refuse or fail to comply with any order, signal or direction of any member of the Police or Fire Departments given or made in connection with the control of traffic or pedestrians.
      (2)   No operator of a vehicle and no pedestrian shall disobey the instructions of any traffic control device placed in accordance with this section, unless otherwise directed by a police officer.
      (3)   No person shall operate that vehicle at a speed in excess of fifteen miles per hour, or at a speed greater or less than is reasonable or proper, having due regard to the traffic or surface conditions, or in such a manner to permit the vehicle to stop within the assured clear distance ahead.
      (4)   No operator of a motor vehicle shall overtake or pass another vehicle proceeding in the same direction unless the other vehicle has come to a stop other than in obedience to a traffic control device.
      (5)   No person shall operate a motor vehicle in violation of Sections 333.01, 333.02, 333.025, or 333.08 of the Codified Ordinances of the City of Willowick.
      (6)   Right-of-way.
         A.   An operator of a motor vehicle shall yield the right of way at a stop sign to all vehicles not required to stop, and shall yield the right of way at an intersection or at a place where the lines of traffic cross, to a vehicle approaching from the right in the absence of a stop sign, except that vehicles proceeding from parking areas into traffic lanes shall yield the right of way to vehicles in such lanes.
         B.   An operator of a motor vehicle leaving a parking space shall yield the right of way to all other vehicles being operated in a lawful manner.
         C.   Pedestrians shall have the right-of-way at all times and at all places.
      (7)   In the case of a collision with another vehicle or other property, the operator of a motor vehicle shall stop, and upon request of another person affected thereby, give such person their name and address, and the name and address of the owner of the motor vehicle. In the event that no other person affected thereby is present, the operator shall immediately stop and take reasonable steps to locate and notify the owner of the other property and give their name and address, and the name and address of the owner of the motor vehicle. In the event that the owner of the property affected thereby is not able to be located within twenty four (24) hours, the operator of the motor vehicle shall contact the Willowick Police Department of all facts regarding the incident.
      (8)   No person operating or being in charge of a motor vehicle shall permit the vehicle to stand unattended without stopping the engine, removing the key from the ignition and effectively setting the brake.
      (9)   Parking.
         A.   No person operating a motor vehicle shall stop, stand or park such vehicle immediately in from of or near at the rear of any building, except while loading or unloading passengers or parcels, in which event the motor vehicle shall be parked parallel to the building line or curb, except trucks loading or unloading at the rear of the building.
         B.   Except as provided herein, no person shall park a motor vehicle in any place other than those places marked as designated parking spaces.
         C.   No person shall park a motor vehicle within ten feet of a fire hydrant.
         D.   No person shall stop, stand or park a vehicle on or across a crosswalk or sidewalk, within twenty feet of a crosswalk, within twenty feet of a stop sign or other traffic control device located at the side of the portion of a shopping center traversed by vehicles, or within ten feet of a doorway or other access or entrance to the rear of a building except a vehicle loading or unloading. The Police Chief is empowered and authorized to designate or approve the marking of no parking areas prescribed by this section by signs or painted line or curbs.
         E.   No person who is not handicapped, or operating a motor vehicle to transport a handicapped person, shall stop, stand or park any motor vehicle at parking locations which are designated for handicapped persons. Handicapped person means any person who has lost the use of at least one leg or at least one arm; who is blind, deaf or so severely restricted as to be unable to move about without the aid of crutches or a wheelchair, or whose mobility is restricted by permanent cardiovascular, pulmonary or other condition.
   (b)   The Police Chief shall be empowered and authorized to designate or approve the erection of stop signs at such locations as he or she deems necessary for the safe and efficient movement of motor vehicles and pedestrians. He or she shall be further empowered and authorized to approve the placing of appropriate devices, lines or marks upon the roadways, parking areas and sidewalks to indicate crosswalks, walkways and safety islands at such places as he or she deems necessary.
   (c)   It shall be the duty of the Police Department to enforce the provisions of this section. In the event of a fire or other emergency, members of the Fire Department shall be authorized to direct traffic and otherwise assist the Police Department.
   (d)   Any person violating any provision of this section shall be subject to the following penalties:
      (1)   For a violation of Section 1145.06 (a)(1), (2), (3), (4), (6), or (8),a fine in an amount not to exceed one hundred fifty dollars ($150.00).
      (2)   For a violation of Section 1145.06(a)(9)(A) through (D), a fine in the amount of twenty-five dollars ($25.00). In the event that the fine is not received by the Police Department within five days of the violation, the fine shall be fifty dollars ($50.00).
      (3)   For a violation of Section 1145.06 (a)(9)(E), a fine in an amount not to exceed two hundred fifty dollars ($250.00).
      (4)   For a violation of Section 1145.06(a)(5), the penalties as set forth in Chapter 333 of the Codified Ordinances of the City of Willowick.
(Ord. 2012-16. Passed 3-20-12.)

1145.07 CONSTRUCTION; SIGNS; TRASH.

   Each building within the area designated in Section 1145.02(b) and (c) shall be architecturally similar in design and of brick or stone construction on all sides. No sign shall be erected without the approval of the design and construction by the Chief Building Inspector. The outside storage of trash is prohibited.
(Ord. 2012-16. Passed 3-20-12.)

1145.08 SCREENING.

   The owner of a lot in a Retail District which is being utilized for that use shall provide a six foot fence and a ten foot wide green belt, as provided in Section 1163.12, along those sides which abut lots in a Single Family or Multi Family District.
(Ord. 2012-16. Passed 3-20-12.)

1145.09 PLAN APPROVAL.

   The Plan Review Board shall approve a preliminary plan under Section 1145.03(a) and (b) upon the finding that the plan meets the requirements and standards of the Zoning Code and other applicable provisions of the Codified Ordinances. Final project plans shall also be submitted to and approved by the Plan Review Board before any construction is stated if it finds that the plans meet the requirements and standards of the Zoning Code and other applicable provisions of the Codified Ordinances.
(Ord. 2012-16. Passed 3-20-12; Ord. 2021-52. Passed 12-21-21.)

1145.10 PERMANENT STRUCTURES; EXCEPTIONS.

   No building or premises, parking lot or garage or any portion thereof shall be used by any vendor of goods, wares, merchandise or services for the conduct of such vendor's business unless the same is conducted in or on the premises of a permanent building or structure licensed by the City for that purpose. The Chief Building Inspector may recommend the issuance of a temporary permit authorizing business or fund raising activities to be conducted within the areas normally designated for vehicular and/or pedestrian traffic and/or parking. Such permission shall not exceed three weeks, and shall be upon such other terms and conditions as the Building Inspector may require. The temporary permit shall not be effective until such time as City Council affirms the recommendation of the Chief Building Inspector, or modifies same.
(Ord. 2012-16. Passed 3-20-12.)

1145.11 DEVELOPMENT STANDARDS; EXCEPTIONS.

   The following development and design standards shall apply to all new construction or rehabilitation of buildings or premises in the Retail District within the City and shall be shown in the Preliminary Plan and final project plans:
   (a)   Fundamental Goals for Design and Development.
      (1)   The preservation and promotion of pedestrian access to Lake Erie and public spaces around the lakefront or incorporating it into designs is highly recommended.
      (2)   The creation of connections will make it easy for people to navigate and connect to adjoining municipalities.
      (3)   Commercial design projects will emphasize the following concepts:
         A.   Think Pedestrian First.
            1.   Willowick's commercial districts shall be designed and developed to provide for a safe and inviting pedestrian experience.
            2.   Buildings should be designed to promote walkability or rehabilitated to recapture the qualities of existing buildings and their original pedestrian orientation.
            3.   Business entrances shall engage the street and provide a clear entry sequence.
            4.   Sidewalk areas should be wide enough to accommodate pedestrian activity while also allowing space for amenities such as landscaping, benches, transit waiting areas and refuse containers.
            5.   Design elements shall include:
               a.   Windows at street level;
               b.   Landscape planters;
               c.   Signage to scale (blade and pendant);
               d.   Emphasis of window displays;
               e.   Entry promotes four-season activity;
               f.   Limited head-in parking;
               g.   Limited curb-cuts and vehicle access;
               h.   Lighting building facades;
               i.   Building is to scale with adjacent buildings or properties;
               j.   Consistent setbacks to sidewalks with adjacent properties;
               k.   Promoting safe outdoor dining experiences;
               l.   Emphasis on transitions/connections to Lakefront Park;
               m.   Promoting business and retail use;
               n.   Preservation of green space.
         B.   Lakefront Connectivity.
            l.   Development or rehabilitation projects in the retail district should include a lakefront element of design including boats or beach themed signage and sidewalk patterns encouraging pedestrian traffic to the park.
         C.   Continuity of Design.
         D.   Quality of Design.
            1.   The retail district should have well designed buildings of high-quality materials, thoughtful detailing and have potential for effective reuse.
            2.   Four-sided design is encouraged to utilize and make aesthetically pleasing building elevations.
            3.   Building rehabilitation and new construction shall include the appropriate high-quality treatment of all visible elevations.
            4.   Design, construction methods and materials used in rehabilitation work should be appropriate to the period of construction of a building and should include built-in longevity.
            5.   Fundamental Concepts.
               a.   Building materials for new and rehabilitated structures should complement and be compatible with existing historic buildings.
               b.   Unacceptable building materials include stucco or EIFS, split face concrete masonry units, jumbo brick and vinyl siding.
               c.   Design that is contextual and brings visual interest to the streetscape should be encouraged.
               d.   The Secretary of the Interior's Standards for Rehabilitation should be used to guide the rehabilitation of historic buildings. Demolition of historic buildings is discouraged.
               e.   Design elements shall include:
                  i.   Maintaining or reinstating bulkheads, storefronts, transoms, doors, windows, cornices and parapets.
                  ii.   Maintaining unused secondary door locations in storefronts.
                  iii.   Maintaining or reinstating original interior ceiling lights. Ceilings shall not be dropped in front of window openings or transoms. Where necessary, dropped ceilings shall be held off the storefront walls.
                  iv.   New construction and additions shall provide a transition, such as a setback or graduated height increase, to buffer visual effect and feeling when adjacent to a historic building.
                  v.   Appropriate, traditional, quality building materials shall be used for repair, rehabilitation, and new construction.
   (b)   Building and Structure Design and Color Standards.
      (1)   Purpose of Standards. To protect property values, provide cohesive City character and promote high-quality non-residential development and redevelopment. The following standards shall be adhered to:
         A.   General Design Standards. All buildings and structures shall have an equal level of finish on all sides and shall utilize not more than two primary building materials and not more than two accent materials.
         B.   Color Schemes. Building colors shall be earth-toned (i.e., brown, gray, and variations of brown and gray). Bright, chromatic colors are not permitted. All structures shall utilize a single coordinated color scheme with one predominant color and not more than three colors to accent, de-mark or otherwise provide interest to the structure.
         C.   Architectural Features. The use of long, unbroken building facades shall be avoided. Exterior building facades shall exhibit the use of recesses, fenestration, pilasters, or other architectural features deemed appropriate by the Plan Review Board to provide character. In addition, major building entrances shall be clearly de-marked using architectural features. The use of false building facades is not permitted unless the features present a quality, finished appearance from all sides and are consistent with the purpose of the district.
         D.   Mechanical Equipment and Utilities. All utilities serving the site, including electric, telephone and all supporting equipment thereto, including meters, transformers, etc., shall be placed underground or within the main building. Where meters, transformers or other equipment cannot be located within the main building, no such equipment shall be visible from any adjacent property or from any street right-of-way. Any proposed mechanical equipment shall be integrated into the building design and shall be concealed from view from adjacent properties and from street right-of-ways.
      (2)   Primary Building Materials. Acceptable primary building materials include brick, stone, and solid wood fencing. Other building materials determined by the City to be substantially similar in appearance and quality to those listed above may be recommended upon petition to the City of Willowick Planning Commission. Exposed roofing materials shall be earth-tone in color. Appropriate materials shall include asphalt shingles, wood shingles and seamed metal products.
      (3)   Accent Materials. Acceptable accent materials will include the "primary materials" listed above as well as EIFS, stucco, aluminum siding and vinyl siding. Other building materials determined by the City to be substantially similar in appearance and quality to those listed above may be authorized upon petition to the Willowick Planning Commission.
   (c)   Greenspace and Landscaping Requirements.
      (1)   Landscaping/Ground Cover Required. Any portion of a lot that is not occupied by a structure, parking area, access way, or aisle shall be provided with all-season landscaping and/or vegetative ground cover.
      (2)   Maintenance of Landscaping/Ground Cover Required. All ground cover and landscaping shall be well maintained and kept reasonably weed-free. Dead or diseased plant material shall be immediately replaced.
      (3)   Landscape Plan Required. A Landscape Plan shall be provided at the time of the submission of the Preliminary Plan with a chart indicating the scientific and popular name of each species of landscaping proposed, the proposed height of the species at planting and at maturity, and the specific number of each species. Landscape plans shall comply with the requirements of Chapter 1163. The Zoning Inspector shall have discretion to approve minor modifications to the Landscape Plan affecting less than twenty percent of the landscaped area of the property and involving the replacement of existing landscaping, addition of landscaping, or other incidental modifications to the Landscape Plan.
   The Plan Review Board and the Planning Commission shall have the authority to waive the standards set forth in Section 1145.04 and 1145.11 if it determines at the time of formal review, that due to unique circumstances, the standards set forth herein cannot practically be achieved, and the waiver of each specific standard will not have a material adverse impact on the City, or adjoining properties.
(Ord. 2012-16. Passed 3-20-12; Ord. 2023-10. Passed 3-21-23.)

1147.01 DISTRICT ESTABLISHED.

   There is hereby established an Industrial District within the City. This use district is intended to permit most compounding, assembly or treatment of articles or materials with the exception of nuisance industries and heavy manufacturing or processing of raw materials.
(Ord. 2012-17. Passed 3-20-12.)

1147.02 PERMITTED USES.

   The following building and uses are permitted in an Industrial District:
   (a)   The manufacture, compounding, processing, packing or treatment of such products as candy, cosmetics, drugs, perfumes, pharmaceuticals, toiletries and food products except the rendering or refining of fats and oils.
   (b)   The manufacture, compounding, assembly or treatment of articles or merchandise from the following previously prepared materials: ferrous or nonferrous metals, bone, cellophane, canvas, cloth, cork, feathers, felt, fiber, fur, glass, hair, horn, leather, paper, plastics, precious or semi precious metals or stones, shell, rubber, tobacco, wood (excluding saw mills), tars and paint involving a boiling process.
   (c)   The manufacture of pottery and figurines or other similar ceramic products, using only previously pulverized clay, and kilns fired on by electricity or gas.
   (d)   The manufacture and maintenance of billboards and commercial advertising structures.
   (e)   Foundry casting light weight nonferrous metal not causing noxious fumes or odors.
   (f)   Machine shop or other metal working shop, excluding drop hammer and other noise making machine operated tools.
(Ord. 2012-17. Passed 3-20-12.)

1147.03 ACCESSORY FUNCTIONS; PERFORMANCE STANDARDS; SIGNS.

   (a)   Accessory Uses. Any other building, use or service similar to the uses herein listed in the type of services or goods sold, in the number of persons or cars to be attracted to the premises or in the effect upon adjacent areas in more restricted use districts.
   (b)   Accessory Off-Street Parking. Space for one vehicle for each two persons employed on the largest shift or 750 square feet of floor area, whichever is the greater. Space for one vehicle shall be at least 180 square feet exclusive of drives or aisles. All drives and parking areas shall be suitable illuminated for night use.
   (c)   Accessory Off-Street Loading. Space for the loading and unloading of one truck for each 20,000 square feet of building floor area, or fraction. Space for one truck shall consist of a space having a minimum horizontal depth of forty-five feet and a minimum overhead clearance of fourteen feet. Floor area shall consist of and include area used for storage and for manufacturing. Unloading space shall be in addition to any space required for drives and off-street parking. All unloading and parking space shall have a dust free surface.
   (d)   Chief Building Inspector Approval. Within any Industrial District, all parking areas, off-street loading facilities, vehicular entrances and exits on public streets, alleys or highways, shall be designed and constructed subject to the approval of the Chief Building Inspector.
   (e)   Performance Standards. Main and accessory buildings and uses enumerated above shall comply with the performance standards, as a condition precedent to their occupancy and use, as follows:
      (1)   All business, service, storage and manufacturing operations shall be conducted, and all materials used in their operations shall be contained wholly within enclosed buildings, classified as fireproof, or enclosed by a solid wall or fence of such a nature and height as to conceal completely all operations thereof, and all materials therein from an observer's view, if that observer is standing at the grade level on an adjacent residential premises or public street, except for materials permitted in storage yards which may be stored within an open yard if not contiguous or within 100 feet of a Single Family, Multi Family, Mixed Use, Apartment or Retail District;
      (2)   Storage of all materials in yards or buildings must comply with fire protection standards in effect at the time;
      (3)   Waste products resulting from all aforesaid operations shall be disposed of, stored in buildings or enclosed within a solid type wall or fence;
      (4)   All operations shall be of a type that will not disseminate dust, smoke, fumes, gas, glare, noxious odors or possess other characteristics equally as objectionable.
      (5)   No noise and vibrations shall be produced at the boundary of the district adjoining a Single Family, Multi Family, Mixed Use, Apartment or Retail District.
   (f)   Signs. Signs shall be limited to the name of the establishment, or to advertise goods produced or sold on the premises, and shall be of a type and nature approved by the Chief Building Inspector.
(Ord. 2012-17. Passed 3-20-12.)

1147.04 YARD REQUIREMENTS.

   For every building there shall be a setback of not less than fifty feet from the street right of way. Except for necessary drives and walks, a front yard shall be planted in grass or other suitable ground cover, including shrubs and/or trees.
(Ord. 2012-17. Passed 3-20-12.)

1147.05 PROHIBITED USES.

   (a)   Asphalt manufacture or refining.
   (b)   Paint, oil (including linseed), shellac, turpentine, lacquer or varnish manufacture.
   (c)   Petroleum products manufacture or wholesale storage of petroleum.
   (d)   Quarry or stone mill.
   (e)   Wool pulling or scouring.
   (f)   Acetylene gas manufacture or bulk storage.
   (g)   Ammonia, bleaching powder or chlorine manufacture.
   (h)   Chemical manufacture.
   (i)   Concrete or cement manufacture.
   (j)   Iron or steel foundry.
   (k)   Rolling mills.
   (l)   Any other trade, industry or use that will be injurious, hazardous, noxious or offensive to an extent equal to or greater that those enumerated.
   (m)   Any industry or use creating noise and/or vibrations at the boundary of the district adjoining a residential district or public street exceeding the average intensity of street traffic noise at any point along the boundary.
   (n)   Sale of motor vehicles
(Ord. 2012-17. Passed 3-20-12; Ord. 2023-34. Passed 7-18-23; Ord. 2023-53. Passed 12-5-23.)

1147.06 SCREENING.

   The owner of a lot in an Industrial District which is being used for a Retail District or Industrial District use shall provide a six foot fence and a ten foot wide green belt as provided in Section 1163.13 along those side or rear lines of the lot abutting a Single Family, Multi Family or Apartment District.
(Ord. 2012-17. Passed 3-20-12.)

1161.01 APPLICATION AND PURPOSE.

   (a)   The provisions of this chapter shall apply to uses, structures and lots that were legally existing as of the effective date of March 20, 2012, but that become nonconforming as the result of the application of this Code to them or from reclassification of the property under any subsequent amendments to this Code.
   (b)   It is the general policy of the City to allow nonconforming uses, structures, or lots to continue to exist and to be put to productive use. However, it is also the general policy of the City to bring as many aspects of such nonconformities into conformance with this Code as is reasonably practicable, all subject to the limitations of this chapter. The limitations of this chapter are intended to recognize the interests of property owners in continuing to use their property but to reasonably control expansions, re-establishment of discontinued uses, and the re-establishment of nonconforming buildings and structures that have been substantially destroyed.
   (c)   Nonconformities shall be allowed to continue in accordance with the requirements of this chapter.
(Ord. 2013-69. Passed 12-17-13.)

1161.02 REPAIRS AND NORMAL MAINTENANCE.

   Repairs and normal maintenance required to keep nonconforming uses and structures in a safe condition shall be permitted, provided that no alternations shall be made except those allowed by this chapter or required by law or ordinance.
(Ord. 2013-69. Passed 12-17-13.)

1161.03 NONCONFORMING USES.

   Nonconforming uses shall be subject to the following standards:
   (a)   Enlargement. A nonconforming use may be enlarged, increased or extended beyond the area it occupied as of March 20, 2012, provided that the Board of Zoning Appeals finds all of the following:
      (1)   The enlargement will not interfere with the operation of conforming uses in the District or with circulation on adjacent public streets;
      (2)   The enlargement will cause no greater adverse impacts on surrounding properties than did the original nonconforming use;
      (3)   All increases and enlargements do not exceed 25% of the area that the nonconforming use occupied as of March 20, 2012.
   (b)   Relocation. No nonconforming use shall be moved in whole or in part from its structure as of March 20, 2012, to any other part of such parcel, building, structure, or to another lot except in compliance with this Code.
   (c)   Discontinuance and Abandonment.
      (1)   If a nonconforming use is voluntarily discontinued for a period of six consecutive months or more, any use of the property thereafter shall be in conformance with regulations and provisions set by this Code for the district in which such property is located;
      (2)   Discontinuance of a nonconforming use may be indicated by non-use and the removal of either stock-in-trade or substantially all equipment, fittings, or furniture needed to operate the use.
   (d)   Damage or Destruction. If any structure that is devoted in whole or in part to a nonconforming use is damaged or destroyed, by any means, to the extent of more than 50% of its fair market value prior to the destruction, such use shall not be restored except in conformance with this Code. The determination of such reduced value shall be made by the Board of Zoning Appeals, which may, if necessary, consult with a City-appointed appraiser.
   (e)   Change in Use/Substitution.
      (1)   The Board of Zoning Appeals may permit a nonconforming use to be changed to a second nonconforming use, provided that the new use shall be of the same general character or of a character less intensive than the original nonconforming use, and provided the new use will result in equal or less impact on the surrounding community and district.
      (2)   A nonconforming use that changes to a conforming use or to a second nonconforming use as set forth in subsection (1) above may not thereafter revert to the original nonconforming use.
   (f)   Accessory Uses. No use that is accessory to a principal nonconforming use shall continue after such principal nonconforming use ceases or terminates.
   (g)   Nonconforming as to Parking.
      (1)   Nonconformity as to off-street parking or loading shall not render a use subject to the conditions of this section;
      (2)   A use that is nonconforming as to off-street parking or loading shall not be changed to another use requiring more off-street parking or loading unless the additional required parking or loading is provided;
      (3)   The Board of Zoning Appeals may permit a nonconforming use to provide off-street parking or loading on a lot other than the lot on which the use is located.
(Ord. 2013-69. Passed 12-17-13.)

1161.04 NONCONFORMING STRUCTURES.

   Nonconforming structures shall be subject to the following standards:
   (a)   Enlargement. The extension of a building which is nonconforming due to side yard setback shall be allowed so long as the extension is not closer to the side property line and the extension does not exceed 25% of the existing building length on the same side. A nonconforming structure may otherwise be enlarged, increased, or extended beyond the area it occupied as of the effective date of March 20, 2012, provided the Board of Zoning Appeals finds all of the following:
      (1)   The enlargement will not create a new nonconformity or increases the degree of existing nonconformity (e.g., if a structure is nonconforming as to rear yard setback as of the effective date of this Code, it cannot be subsequently enlarged such that it becomes nonconforming as to height or encroaches further into the required rear yard setback);
      (2)   The enlargement will not interfere with the operation of conforming uses in the District or with circulation on adjacent public streets;
      (3)   The enlarged structure will cause no greater adverse impacts on surrounding properties than did the original nonconforming structure; and
      (4)   That over the life of the structure, all increases and enlargements do not exceed 25% of the area that the nonconforming structure occupied as of the effective date of this Code.
   (b)   Damage or Destruction.
      (1)   If any nonconforming structure is damaged or destroyed, by any means, to the extent of more than 50% of its fair market value prior to the damage or destruction, such structure shall not be restored except in conformance with this Code. The determination of such reduced value shall be made by the Board of Zoning Appeals, which may, if necessary, consult with a City-appointed appraiser.
      (2)   If a nonconforming structure is damaged or destroyed, by any means, to the extent of 50% or less of its fair market value prior to the damage or destruction, no repairs or restoration shall be made unless commenced within six months and completed within 24 months of the date of the damage or destructive event. The determination of such reduced value shall be made by the Board of Zoning Appeals which may, if necessary, consult with a City-appointed appraiser.
   (c)   Relocation. Nonconforming structures shall not be moved for any reason or for any distance except to be brought into compliance with this Code.
(Ord. 2013-69. Passed 12-17-13.)

1161.05 NONCONFORMING LOTS OF RECORD.

   (a)   Development Permitted. Regardless of the size of a lot of record that legally existed as of March 20, 2012, and subject to subsection (b) below, such lot may be developed for any use permitted in the district in which the lot is located, provided that where setback, width, open space, density, or other requirements made development impractical, the Board of Zoning Appeals may permit development to occur after granting specific variances.
   (b)   Consolidation Required. If two or more lots or parcels are contiguous, in single and common ownership, and are of record as of March 20, 2012, or amendments thereto, and if all or part of the lots or parcels with no principal structures thereon do not meet the minimum lot area requirements set forth in the applicable district regulations of this Code, then the lands involved shall be considered to be a single, undivided parcel for the purposes of this Code. No portion of such parcel shall be used or sold in a manner that renders compliance with the lot area requirements set forth in this Code less feasible, nor shall any division of any parcel be made that creates a lot with a width or area less than the requirements set forth in this Code.
(Ord. 2013-69. Passed 12-17-13.)

1163.01 HEIGHT DISTRICT REGULATIONS.

   In a Single Family District, no building or structure shall be erected to a height in excess of two and one-half stories or in excess of thirty-five feet, except that no church, school or library building shall be erected to a height in excess of four stories or in excess of fifty feet.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.02 HEIGHT DISTRICT EXCEPTIONS.

   (a)   The provisions of Section 1163.01 shall not apply to restrict the height of a church spire, belfry, clock tower, wireless tower, chimney flue, water tank, elevator bulkhead or stage tower or scenery loft.
   (b)   The Board of Zoning Appeals may, after public notice and hearing and subject to such conditions and safeguards as the Board of Zoning Appeals may prescribe to protect the appropriate use of neighboring property, permit the erection of a building or portion of a building covering not more than twenty-five percent of the area of the lot to a height in excess of the limits prescribed in the preceding section, which permission shall be confirmed by resolution of Council before becoming effective.
   (c)   Nothing in this Zoning Code shall prevent the erection above the height limit of a parapet wall or cornice solely for ornament and without windows extending above such height limit not more than three feet.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.025 AMATEUR RADIO ANTENNAS AND OTHER BROADCASTING TOWERS.

   (a)   Amateur radio antennas shall be subject to the following constraints:
      (1)   The location of an antenna shall be permitted only in a rear yard in compliance with this chapter.
      (2)   A permit for installation shall be required and all abutting property owners shall be notified.
      (3)   Applications shall be submitted to the Chief Building Inspector with complete plans and specifications of the manufacturer to establish that the tower on the proper foundation will withstand a wind load of at least eighty- five miles per hour. If guy wires are used, they shall be sufficiently visible to prevent accident or injury to any person.
      (4)   The height of the antenna shall not exceed fifty-five feet (16.8 meters).
      (5)   The attachment of any ancillary equipment, such as satellite dishes, shall not be permitted.
   (b)   All other broadcasting or similar type towers not subject to Chapter 1181 or 1345 of these Codified Ordinances shall be subject to the following constraints:
      (1)   The location of broadcasting or similar towers shall be in areas appropriately zoned for the purpose and shall be a distance from any building or property line equal to 110 percent of their height or more.
      (2)   A permit for installation shall be required and all abutting property owners shall be notified. Approval by the Planning Commission shall be required.
      (3)   Applications shall be submitted to the Chief Building Inspector with complete plans and specifications of the manufacturer to establish that the tower or the proper foundation will withstand a wind load of at least eighty- five miles per hour. If guy wires are used, they shall be sufficiently visible to prevent accident or injury to any person.
      (4)   Height limitations are subject to the approval of the Planning Commission, taking into consideration the effect on aesthetics and the health, safety and welfare of the residents of the City.
      (5)   The attachment of any ancillary equipment other than the approved original intent of the towers shall not be permitted.
      (6)   The transmitting towers shall comply with all required Federal Communications Commission (FCC) and Nonionizing Electromagnetic Radiation (NIER) Standards.
(Ord. 99-33. Passed 10-5-99; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.03 LOT AREA PER FAMILY; EXTENT OF LAND OCCUPANCY; MINIMUM FLOOR AREA REQUIREMENTS; PARKING, LOADING AND UNLOADING SPACE.

   (a)   In a Single Family District, no dwelling or premises shall be erected or altered to accommodate or make provision for more than one family for each 7,500 square feet of the area of the lot if any interior lot or for each 6,000 square feet if a corner lot.
   (b)   No permit shall be issued for the erection or alteration of a building in a district permitting non-residential use unless there shall be first filed with the application for such permit, plans to the extent necessary and other data clearly showing that there is or will be provided space sufficient in extent for off-street parking of motor vehicles of the employees, patrons, licensees, clients, guests, tenants or other occupants or users thereof, and for off-street loading and unloading. For the purposes of this section, off-street parking space and loading and unloading space shall be such space as is entirely off the right-of- way of any public street:
   Each such building shall have off-street parking space and loading and unloading space on or adjoining its premises within such district sufficient in capacity to provide three and one-half square feet of parking space and loading and unloading space for each one square foot of floor space on the ground floor of such building or any floor above the ground floor, unless the Board of Zoning Appeals, upon which power and jurisdiction for such purpose is hereby conferred, shall, upon application made to it by the person applying for such permit, find and determine that a lesser area will be sufficient to provide parking, loading and unloading space adequate for the public health and safety, having regard to the use made of the premises and the availability of other areas for parking, loading and unloading.
   Adequate access driveways to parking spaces and loading and unloading spaces shall be provided and kept open and unobstructed. All parking spaces, loading and unloading spaces and the driveways leading thereto shall be smoothly graded, hard surfaced and adequately drained; shall be constructed in such a manner so that the surface water shall not discharge over or onto public sidewalks or streets or onto other premises; and the lighting therefor shall be reflected away from adjacent residence areas.
   (c)   In any district permitting nonresidential use, no single building may be erected having a floor area less than 1,500 square feet per floor or story, except as otherwise specifically permitted by the provisions of this Zoning Code.
(Ord. 69-68. Passed 3-2-70; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.04 REAR HOUSES.

   In a Single Family, Multi Family or Apartment District, every dwelling or apartment house erected shall have access to a public street, and if located in the rear of other buildings with no immediate street frontage, an easement for access shall be provided over an unoccupied strip of land at least twenty-four feet in width and such reserve strip may not form a part of any yard or lot areas required by this Zoning Code.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.05 WIDTH OF LOTS IN SINGLE FAMILY DISTRICTS.

   In a Single Family District no dwelling shall be erected on a lot having an average width of less than fifty feet unless such lot was separately owned at the time of the passage of Ordinance 4 or unless such lot is a numbered lot in a subdivision that was on record in the office of the County Recorder at the time of the passage of Ordinance 4.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.06 SIDE YARDS IN SINGLE FAMILY DISTRICTS.

   (a)   In a Single Family District, for every building erected there shall be a side yard along each lot line other than a front line or rear line. Each single-family dwelling and each two-family dwelling shall be deemed a separate building and shall have side yards as above prescribed, except that two single-family dwellings may be attached as a double house and be considered a single building in any area other than an area within a portion of a Single Family District.
   (b)   In a Single Family District there shall be provided on each lot side yards of at least the total distance set forth in column one of the following chart, which total distances shall be divided, between the two sides of the lot, in conformity to the provisions of column two of the following chart, provided, however, that in no case shall the distance between houses or other residence structures be less than twelve feet, except in the case of corner lots, where the distance shall be not less than ten feet:
Column One
Column Two
Lot Width at Least Building Line (in feet)
Total Side Yard Distance (in feet)
Driveway Side (in feet)
Side Opposite Driveway (in feet)
45 or less
12
9
3
46 to 50
13
10
3
51 to 60
14
10
4
61 to 70
15
10
5
71 to 80
16
10
6
81 to 90
18
10
8
Over 91
20
10
10
 
(Ord. 56-14. Passed 1-16-57; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.07 REAR YARDS.

   In a Single Family or Apartment District, every building erected shall have a rear yard. Such rear yard shall not be less than thirty percent of the depth of the lot, but need not be more than forty feet, provided that the rear yard is no less than one-half of the height of the building. Forty percent of the area of such yard may be occupied by a one-story detached garage not more than fifteen feet in height, nor more than 576 square feet as provided in Section 1337.01 of this Code of Ordinance. On a corner lot the rear line of which is identical with the side line of an interior lot, no such detached garage shall be erected within thirty feet of any street line or within three feet of the side or rear lot line, or ten feet from any dwelling or residence structure. No detached garage shall be in excess of one-story unless a subdivision plan provides otherwise. A detached garage shall be located as determined by the Building Inspector, unless located by the City Board of Zoning Appeals.
(Ord. 98-35. Passed 10-20-98; Ord. 2001-37. Passed 7-10-01; Ord. 2009-87. Passed 11-17-09; Ord. 2010-23. Passed 6-1-10; Ord. 2012-19. Passed 3-20-12; Ord. 2018-40. Passed 11-20-18.)

1163.08 SIDE AND REAR YARDS IN RETAIL AND INDUSTRIAL DISTRICTS.

   In a Retail or Industrial District where the side line of the lot adjoins a Single Family or Apartment District, no building unless located fifty feet or more back from the street line shall be erected within sixteen feet of such adjoining Single Family or Apartment District. In a Retail and Industrial District where the rear line of the lot adjoins a Single Family or Apartment District, every building erected shall have the rear yard. The least dimensions of such yard shall be at least twenty percent of the depth of the lot, but such least dimensions need not be more than forty feet provided such least dimension shall in no case be less than one-half of the height of the building. Forty percent of the area of such rear yard may be occupied by a one story accessory building, but on a corner, lot, no such accessory building if detached from the main building shall be erected within thirty feet of the street line and no such accessory building unless located fifty feet or more back from the street line shall be erected within ten feet of the rear lot line.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.09 SIDE AND REAR YARD EXCEPTIONS.

   (a)   The area required in a side or rear yard shall be open from the established grade or from the natural grade if higher than the established grade to the sky, unobstructed except for the ordinary projections of window sill, belt courses, cornices and other ornamental features to the extent of not more than four inches, except that within five feet of the street wall, a cornice may project not over three feet into such yard, and provided that if the building is not over two and one-half stories in height, the cornice may project not more than two and one-half feet into such yard.
   (b)   A corner of a yard may be cut off between the walls of the same building provided that the length of the wall of such cut-off does not exceed seven feet.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12; Ord. 2018-40. Passed 11-20-18.)

1163.10 FRONT YARDS; BUILDING LINES.

   For the purpose of regulating front yards, for the purpose of further regulating side yards of corner buildings and for the purpose of regulating the alignment of buildings near street frontages, building lines as set forth on the building maps which are on file in the office of the Chief Building Inspector and are hereby declared to be part hereof, are hereby established. The map designations and the map designation rules, which accompany said map, are hereby declared part thereof. Between a building line and the street line no building or portion of a building extending above the established grade may be erected. In a Single Family District a one story unclosed porch may, however, be constructed between the building line and the street line. On a corner lot between the building line and the street line and within the triangular space included between the street lines for a distance of twenty-five feet from their point of intersection, no fence or other structure more than three feet in height above the plane of the established grade shall hereafter be erected, and no shrubs or foliage shall be maintained that in the judgment of the Chief Building Inspector will materially obstruct the view by a driver of a vehicle approaching the intersection and within seventy-five feet of the center of such intersection of approaching cross traffic within seventy-five feet of the center of such intersection. Where a building line is shown on the building line map as an existing alignment line, the alignment of the buildings existing along such frontage shall determine the building line. In a Retail or Industrial District where a building line is required along both the front and side line of a corner lot, and the building thereon as constructed faces the front of the lot, the building line along such line for a distance of 150 feet back from the building line at the corner shall be located fifteen feet back from the street line in all cases where a greater distance is prescribed on the building line map. On any street frontage in a Single Family, Multi Family, Mixed Use, Apartment or Industrial District, where a building line is required along both the front and side line of a corner lot and the building thereon as constructed faces the front of the lot, the building line along such line for a distance of 150 feet back from the building line at the corner shall be located fifteen feet back from the street line in all cases where a greater distance is prescribed on the building line map. On any street front in a Single Family, Multi Family, Mixed Use, Apartment or Industrial District, where no building line is designated on the building line map, the location of the building line shall be as follows:
   (a)   On a street frontage on either side of a street between two intersecting streets, but excluding the frontage along the side line of a corner lot, the distance of the building line back from the street line shall be not less than thirty feet back from the street line. Where in any portion of such street frontage there are lots of markedly less depth than the normal, the Board of Zoning Appeals in defining and applying this building line regulation may, when in its opinion the general purpose and intent of this section will be better served thereby, divide such street frontage into sections for the application of the above thirty foot building line requirement. For the purpose of this subsection, the term “lot” shall include unimproved parcels in separate ownership and unimproved lots or parcels in subdivision of land.
   (b)   In a Single Family, Multi Family, Mixed Use, Apartment or Industrial District, along the side line of a corner lot the distance of the building line back from the street line shall be not less than fifteen feet.
(Ord. 4. Passed 4-7-24; Ord. 2001-37. Passed 7-10-01.)
   (c)   The front building line shall be the front edge of building or porch, whichever is nearer front property line. The front building line on Lake Shore Boulevard and Sagamore Road shall be fifty feet from the property line.
(Ord. 12. Passed 5-19-24; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.105 FRONT YARDS; REGULATION OF VEHICLE PARKING

   (a)   No person shall park or leave unattended or permit to remain parked or unattended a motor vehicle (as defined in Section 301.20 of the Traffic Code) wholly or partly within a front yard in a Single Family or Multi Family District, unless such vehicle is wholly within a driveway, or unless a permit therefor has been obtained from the Chief Building Inspector. Applications for such permits shall be made in writing and shall be accompanied by a written statement of the applicant, which statement shall set forth the facts qualifying the applicant for the issuance of a permit. Such application and data shall be referred by the Chief Building Inspector to the Board of Zoning Appeals, which may require additional data from the applicant reasonably related to its determinations to be made hereunder. The Board of Zoning Appeals shall approve such application if it finds that:
      (1)   There is insufficient room in the garage, driveway and rear yard areas of the residence for which the permit is sought to park all motor vehicles owned, leased or used in the course of employment by those persons residing in such residence; provided that if no access is available to such rear yard area other than through a front yard, the requirement of insufficient room in such rear yard shall not be applicable;
      (2)   The parking of motor vehicles within the front yard of the residence for which the permit is sought will not interfere with the access to light and open air of the other surrounding property owners, nor adversely affect the appearance or character of the neighboring property; and
      (3)   The parking of motor vehicles within the front yard of the residence for which the permit is sought will not cause interference with the work of the personnel of the Fire and Police Divisions or with public safety or emergency vehicles.
   (b)   Any permit granted by the Board of Zoning Appeals shall set forth the specific number of motor vehicles to be parked in the front or side yard of the property, the period the permit is granted for, and such other conditions as the Board of Zoning Appeals may require to protect the aesthetics, safety, welfare and integrity of the surrounding properties.
   (c)   Whoever violates the provisions of subsection 1163.105(a) shall pay a fine in the amount of twenty-five dollars ($25.00). In the event that said fine is not paid within five days of the issuance of the violation, whoever violates the provisions of subsection 1163.105(a) shall pay a fine in the amount of fifty dollars ($50.00).
(Ord. 92-28. Passed 5-5-92; Ord. 2001-37. Passed 7-10-01; Ord. 2007-23. Passed 4-17-07.)
   (d)   Any person who is denied a permit under subsection (a) hereof may appeal to the Board of Zoning Appeals. If the Board finds that the application has been submitted in accordance with the requirements of this section and that the requirements set forth in subsections (a)(1), (2) and (3) are met, the Board shall recommend the granting of such permit and shall refer the matter to Council. Upon consideration of the matter and standards set forth in this section, Council may order the granting of such permit by the affirmative vote of not less than a majority of its members, whereupon the Chief Building Inspector shall issue a permit in accordance with such order. In considering such appeal and such recommendation, the Board and Council may require additional data from the applicant reasonably related to the factors to be considered in taking action thereon.
   (e)    Not withstanding the foregoing, the Police Division may, upon request, issue a permit for the parking of a motor vehicle or vehicles within a front yard in a Single Family or Multi Family District for a temporary period not to exceed one week where because of special circumstances such temporary parking is necessary, will not interfere with the access to light and open air of other surrounding property owners and will not cause interference with the work of the personnel of the Fire and Police Divisions or with public safety or emergency vehicles.
(Ord. 72-12. Passed 9-5-72; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.11 SETBACK ON LAKE SHORE BOULEVARD.

   There be and hereby is established a setback line of eighty feet measured from the southerly side of Lake Shore Boulevard as dedicated at the time of passage of Ordinance 574 for all of the property on the southerly side of Lake Shore Boulevard from East 324th Street westwardly to the so-called Voth property, being the property fully described in Ordinance 572 .
   No buildings or structures of any kind shall be erected, installed or used between the southerly side of Lake Shore Boulevard and the eighty foot setback line.
(Ord. 574. Passed 1-24-49; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.12 SCREENING.

   The following regulations shall apply whenever the side or rear line of a lot subject within the Retail or Industrial District adjoins the side or rear line of a lot in a Single Family, Multi Family or Apartment District:
   (a)   A continuous and obscuring fence, approved by the Chief Building Inspector, six feet in height, measured from the surface of the ground, and a ten-foot wide green belt shall be provided by the owner of the commercial or industrial establishment along those side or rear lines of a lot abutting a Single Family, Multi Family or Apartment District.
   (b)   A preliminary site development plan shall be prepared showing the proposed location of the fence and proposed landscaping treatment as set forth in subsections (d) and (e) hereof.
   (c)   Within fifteen days after receiving approval of the site development plan, the proponent of the proposed development shall post a surety bond in an amount as determined by the Director of Law, with the Clerk of Council, indicating that the proponent of the development will have, upon obtaining an occupancy permit, completed construction of the screening devices as set forth in subsection (a) hereof, and failing to do so, that the City shall be paid the principal of the bond as and for liquidating damages for failure to perform. In lieu of posting a surety bond, the proponent of the development may deposit a cash bond in like amount.
   (d)   The fence required by subsection (a) hereof shall comply with the following provisions:
      (1)   No fence shall project beyond the minimum front yard building line of the principal buildings or structures as required in a Retail or Industrial District.
      (2)   All fences shall further comply with the requirements of Chapter 1165 of these Codified Ordinances governing the type, height and permit provisions for fences.
      (3)   The location of fences shall be subject to the review and approval of the Chief Building Inspector.
   (e)   Green belts shall be planted in accordance with the spacing and suggested plant material outlined below. Work shall commence and be completed on such planting strip prior to the issuance of an occupancy permit by the Chief Building Inspector, and such planting strip thereafter be maintained by the owner of the retail or industrial establishment with permanent plant material.
      (1)   Spacing.
         A.   Plant material shall not be planted closer than four feet from the property line.
         B.   Where plant materials are planted in two or more rows, plantings shall be staggered.
      (2)   Suggested plant materials.
         A.   Evergreen trees:
            Hemlock
            Pine
            Spruce
            Fir
         B.   Tree-like shrubs:
            Mountain Ash
            Dogwood
            Red Bud
            Hornbeam
            Hawthorne
            Flowering Fruit Trees
         C.   Large deciduous shrubs:
            Honeysuckle
            Forsythia
            Lilac
            Buckthorn
            Russian Olive
            Vibernum
            Wiegelia
            Cotton Easter
         D.   Large deciduous trees:
            Oak
            Birch
            Honey Locust
            Gum
            Sycamore
            Hard Maple
            Ash
      (3)   Prohibited plant materials.
         A.   Box Elder
         B.   Elms
         C.    Poplars
         D.   Willows
      (4)   The placement of the ten-foot wide green belt in relationship to the location of the fence shall be subject to the review and approval of the Chief Building Inspector.
(Ord. 75-61. Passed 2-2-76; Ord. 2001-37. Passed 7-10-01; Ord. 2012-19. Passed 3-20-12.)

1163.13 CONDITIONS OF PARKING AREAS.

   (a)   All required parking areas and driveways shall have a smoothly graded concrete or asphalt surface and adequate drainage; gravel and/or aggregate shall not be permitted.
   (b)   The required parking area for a one-family, two-family or multi-family residential building shall not be provided in the front yard, except as provided for under Section 1163.105.
   (c)   The location of all parking areas and driveways shall be submitted to the Plan Review Board for approval in all districts except Single Family or Multi Family Districts, and the Building Inspector shall be authorized to approve the location of all parking areas and driveways.
   (d)   The requirements of this section shall apply to all new driveways and parking areas installed or constructed on or after January 1, 1995. Gravel/loose aggregate for driveway/parking area is strictly prohibited.
(Ord. 2003-3. Passed 2-4-03; Ord. 2012-19. Passed 3-20-12.)

1165.01 TITLE.

   This chapter may be known as the “Fence Ordinance” of the City, and any reference to the “Fence Ordinance” of the City in any action taken by Council or any board, commission or office of the City shall be deemed to constitute a reference to this chapter unless the context otherwise indicates.
(Ord. 95-7. Passed 6-6-95; Ord. 2001-37. Passed 7-10-01; Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1165.02 PERMIT REQUIRED.

   (a)   No fence shall be constructed in any Single Family, Multi Family, Mixed Use, Apartment, Retail and Industrial District, unless approved by the Chief Building Inspector pursuant to the application procedure set forth in Section 1165.03.
   (b)   No fence shall hereafter be erected, altered, relocated or reconstructed in a Single Family or Multi Family District unless information is first presented to the Chief Building Inspector showing the location, dimensions, materials and the manner of construction of the fence, and the Chief Building Inspector has issued a permit for the same. No person shall commence any such work unless a permit has first been obtained.
   (c)   No fence permit shall be granted if, in the opinion of the Chief Building Inspector the construction, alteration, relocation or reconstruction of the proposed fence will constitute a nuisance, fire hazard, public safety hazard or traffic hazard, impair the light or movement of air in a manner tending to cause an unhealthy condition or adversely affect the reasonable use of neighboring properties.
   (d)   A fee shall be charged for each fence permit issued as provided in Section 1337.01(a)(7).
Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1165.03 HEIGHT LIMITATIONS.

   (a)   No fence in any Single Family, Multi Family, Mixed Use, Apartment, Retail and Industrial District shall exceed six feet in height above the existing grade line with an allowable deviance of no more than three inches to allow for clearance and/or uneven terrain.
   (b)   In the event that an appeal is taken to the Board of Zoning Appeals based upon a denial for failure to comply with the requirements of subsection (a) hereof, notice of such appeal shall be forwarded by the applicant to all owners of the properties abutting the rear and side yards of the property, or their written consent to the construction of such fence shall be submitted to the Board of Zoning Appeals. Notice shall be deemed provided upon mailing. It shall be the responsibility of the applicant to supply the Board of Zoning Appeals with evidence sufficient to establish the identity of the owners of the abutting property and proof of the notice called for herein.
(Ord. 95-7. Passed 6-6-95; Ord. 2001-37. Passed 7-10-01; Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1165.04 BARBED WIRE, ELECTRIC AND STOCKADE FENCES.

   (a)   No electrically charged fence shall be constructed in the City.
   (b)   No barbed wire shall be used on any fence, and chain-link or mesh wire fences shall be constructed without barbs and/or unfinished and sharp edges at either the top or the bottom of the fence.
   (c)   Solid type fences shall be prohibited with the exception of any style fence with a minimum of a one-quarter inch opening between picket panels.
(Ord. 95-7. Passed 6-6-95; Ord. 2001-37. Passed 7-10-01; Ord. 2007-24. Passed 4-17-07; Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1165.05 DOUBLE FENCING.

   No more than one fence shall be permitted to be constructed on a property line.
(Ord. 95-7. Passed 6-6-95; Ord. 2001-37. Passed 7-10-01; Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1165.06 CONSTRUCTION OF JOINT FENCES BY ADJOINING LANDOWNERS.

   (a)   Abutting property owners may agree to construct a joint fence on the property line.
   (b)   For purposes of this Zoning Code and other provisions of these Codified Ordinances, each abutting property owner shall be responsible for constructing and maintaining such fence in compliance with this Zoning Code as aforesaid and each such owner shall be subject to the penalties for noncompliance therewith.
(Ord. 95-7. Passed 6-6-95; Ord. 2001-37. Passed 7-10-01; Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1165.07 FENCES IN FRONT YARDS, SIDE YARDS AND ON CORNER LOTS; PROXIMITY TO SIDEWALKS.

   (a)   No fence shall be allowed in a front yard, except an ornamental fence in the Single Family, Multi Family, Mixed Use, Apartment, Retail and Industrial Districts. “Ornamental fence” means a continuous structure or device intended primarily for ornamentation and not for enclosing an area, to be no more than three and one-half feet in height, running from front corner to front corner of the house, consisting of a post or posts interconnected by a top rail and one center rail and connected between the top rails and center rails with all types of material so as to emit air through eighty percent of the area of the fence, and which is situated in its entirety within twelve feet of the front line of a building or the ground level projection thereof, and between lines constituting the forward extension of lines of the sidewalk/foundations of such building, or at the corners of a lot, so long as it does not exceed in length and width twenty-five percent of the frontal length of the lawn area and side length to the residence, respectively, and tapering from the corner to a height of one foot or less at its end. No ornamental fence shall be permitted at any other location in a front yard.
   (b)   No fence in the Single Family, Multi Family, Mixed Use, Apartment, Retail and Industrial Districts shall be permitted in a side yard, except that a fence shall be permitted in a side yard, which extends no further than the rear house or main building line or abuts a side entranceway door. Such a fence shall not extend toward the front line of the house or building more than two feet beyond the side entranceway door.
   (c)   Main buildings and houses situated on corner lots shall be bound by the same restrictions contained herein. Additionally, on corner lots, a fence may extend no more than four feet from the side of the main building or house and may not exceed four feet in height.
   (d)   In no circumstances shall any fence be permitted closer than four feet to a public sidewalk, except a corner front yard “ornamental” fence, which shall be no closer than one foot to a public sidewalk.
(Ord. 97-36. Passed 7-15-97; Ord. 96-51. Passed 1-7-97; Ord. 2001-12. Passed 6-19-01; Ord. 2001-37. Passed 7-10-01; Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1165.08 SWIMMING POOL FENCE PERMITS.

   Notwithstanding the provisions of this chapter with respect to height and location of fences, in order to protect the safety of the inhabitants of the City, the Chief Building Inspector may issue permits for the construction of fences to enclose swimming pools having height and location other than herein prescribed, upon the prior approval thereof by the Chief Building Inspector, which approval shall be granted if the Chief Building Inspector finds that such fence will meet the requirements of the ordinances of the City governing the construction and maintenance of fences enclosing swimming pools and will satisfy the requirements set forth in this section. Application for such permit shall be made in writing to the Chief Building Inspector and shall be accompanied by drawings showing the location, character and extent of such fence. The Chief Building Inspector may require additional data from the applicant reasonably related to the factors it must consider in acting upon such application.
(Ord. 95-7. Passed 6-6-95; Ord. 2001-37. Passed 7-10-01; Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1165.09 APPEALS FOR DENIAL OF FENCE PERMIT.

   (a)   Any person who is denied a permit for the construction of a fence in the City may appeal to the Board of Zoning Appeals. The appellant will pay the scheduled fee to the City with a written application on the forms provided by the Board of Zoning Appeals, at which time the Secretary of the Board of Zoning Appeals will place the appellant's request on the Board's agenda for the next available meeting date.
   (b)   If the Board shall find that such proposed fence is substantially in accordance with the requirements described in this chapter, notwithstanding insubstantial variances therefrom, and shall determine that the construction, alteration, relocation or reconstruction of the proposed fence will not constitute a nuisance, fire hazard, public safety hazard or traffic hazard, and further will not impair the light or movement of air in a manner tending to cause an unhealthy condition, or will not adversely affect the reasonable use of neighboring properties, the Board may recommend the granting of such permit and shall refer the matter to Council.
   (c)   Upon consideration of such matter and the standards set forth in this chapter, Council may order the granting of such permit by the affirmative vote of not less than a majority of its members, whereupon the Chief Building Inspector shall issue a permit in accordance with such order. In considering such appeal and such recommendation, the Board and Council may require additional data from the applicant reasonably related to the factors to be considered in taking action thereon.
(Ord. 95-7. Passed 6-6-95; Ord. 2001-37. Passed 7-10-01; Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1165.10 COMPLIANCE.

   (a)   In the event that a fence has already been constructed without a permit, or an appeal has been denied and a fence has already been constructed in violation of this chapter, the owner of the property on which the fence is located shall be notified in writing that he is in violation of this Zoning Code before the penalty set forth in Section 1131.99 will be applied.
   (b)   It shall be the duty of each property owner to determine the property lines and to ascertain that the fence constructed does not encroach upon another lot or parcel of land. The City shall furnish such inspection as is deemed necessary to determine that the fence is constructed in accordance with plans submitted for the permit as outlined in Section 1165.02. However, the issuance of the permit by the City shall not be construed to mean that the City has determined that the fence is not encroaching upon another lot, nor shall it relieve the property owner of the duty imposed upon him or her herein.
(Ord. 95-7. Passed 6-6-95; Ord. 2001-37. Passed 7-10-01; Ord. 2012-20. Passed 3-20-12; Ord. 2017-10. Passed 6-20-17.)

1167.01 DEFINED; PERMITS; LOCATION; INSPECTION.

   (a)   As used in this chapter, “air conditioning unit” or “unit” means any appliance, instrument, device, apparatus or equipment or component thereof, used for washing, humidifying, dehumidifying or controlling the temperature of air in a residence or other accessory building and which is designed for installation in an outdoor location detached from the building which it serves.
(Ord. 68-56. Passed 2-19-69; Ord. 2001-37. Passed 7-10-01.)
   (b)   No air conditioning unit shall be installed in an outdoor location in a Single Family or Multi Family District without first obtaining a permit therefor from the Chief Building Inspector. Applications for such permits shall be in writing, shall specify the brand name, model, dimensions and cooling capacity of the air conditioning unit, and shall be accompanied by a drawing showing the proposed location of the unit. If the proposed installation complies in all respects with this chapter and all other applicable ordinances, rules and regulations of the City, and upon payment of a fee, the Chief Building Inspector shall issue a permit therefore.
(Adopting Ordinance; Ord. 2001-37. Passed 7-10-01.)
   (c)   In a Single Family or Multi Family District no air conditioning unit shall be installed, placed or set (i) within a side or front yard; (ii) determination of the number of feet within any side or rear lot line will be at the discretion of the Board of Zoning Appeals; (iii) within fifteen feet of any residence other than the one being served by such air conditioning unit.
(Ord. 87-71. Passed 12-1-87; Ord. 2001-37. Passed 7-10-01; Ord. 2003-59. Passed 11-5-03.)
   (d)   Every air conditioning unit installed in an outdoor location shall be placed upon a level, one-piece slab of concrete or similar material of such strength and thickness as to prevent breakage due to freezing or other causes.
   (e)   The Board of Zoning Appeals or Council may, as a condition of granting a variance from the provisions of this chapter as to location of an air conditioning unit, require that landscaping or other sound-deadening material be installed in connection with the installation of an air conditioning unit in order to prevent the sound from such air conditioning unit from being annoying, disturbing or injurious to the comfort, repose, peace, health or safety of nearby residents.
   (f)   No air conditioning unit shall be placed in operation until the Chief Building Inspector has inspected the same and determined that the installation and location thereof are in compliance with this chapter and all other applicable ordinances, rules and regulations of the City.
(Ord. 68-56. Passed 2-19-69; Ord. 2001-37. Passed 7-10-01; Ord. 2012-21. Passed 3-20-12.)

1169.01 DEPOSITS REQUIRED FOR CONSULTANTS AND OTHER EXPENSES.

   (a)   When an applicant makes application to present a request to the Chief Building Inspector, the Plan Review Board and the Board of Zoning Appeals or Council, the applicant shall first deposit funds in a special account with the Director of Finance to defray such expenses as are attendant to his request according to the following schedule in addition to the normal or usual filing fee to appear before the Board of Zoning Appeals or Council.
 
Type of Proposal
Amount of Deposit
   (1)   All residential developments containing less than ten acres
(Ord. 99-30. Passed 7-6-99; Ord. 2001-37. Passed 7-10-01.)
$ 350.00
   (2)   All residential developments containing between ten acres and 100 acres
$ 500.00
   (3)   All residential developments containing more than 100 acres
$1,000.00
   (4)   All commercial and/or industrial developments
(Ord. 86-11. Passed 2-4-86; Ord. 2001-37. Passed 7-10-01.)
$2,000.00
   (5)   All requests for vacation of public streets
(Ord. 87-68. Passed 12-1-87; Ord. 2001-37. Passed 7-10-01.)
$ 500.00
 
   (b)   (1)   When considering proposals as identified in this chapter, if the Chief Building Inspector, the Board of Zoning Appeals or Council requests professional assistance in its study and review from the City Engineer, the City Planner, the Director of Law or other consultants that may be required, and it is determined, at any stage of the proceedings, that the initial deposit, as set forth in subsection (a) hereof, is insufficient to cover the cost of such professional assistance, then the applicant, upon notification thereof, shall deposit an additional sum of money as specified by the Chief Building Inspector, the Board of Zoning Appeals or Council before further consideration of the request.
      (2)   At any stage of the proceedings, if the Chief Building Inspector, the Board of Zoning Appeals or Council determines that the deposit required under subsection (a) hereof is insufficient to cover the costs of consultants and other related expense, it shall determine the amount of additional money to be deposited and notify the applicant to make said deposit within fourteen days. No further action shall be taken on said application until said deposit is made. Failure to make such deposit may lead to the dismissal of the application under Section 1169.04.
(Ord. 99-30. Passed 7-6-99; Ord. 2001-37. Passed 7-10-01.)

1169.02 APPROVAL AND RATE FOR SERVICES.

   In the event professional consulting services rendered by the City Engineer, City Planner and/or Director of Law, or any other outside consultants, or other expenses are necessary as determined by the Chief Building Inspector or the Mayor, the same shall be approved by the Mayor and they shall be rendered at prevailing contractual rates for such consulting services.
(Ord. 76-35. Passed 1-4-77; Ord. 2001-37. Passed 7-10-01.)

1169.03 SPECIAL ACCOUNTS; MINIMUM BALANCE AND ACCOUNTING.

   The Director of Finance shall establish special accounts within the City's funds on behalf of such applicants, and upon authorization of the Chief Building Inspector and/or the Mayor, he shall pay to the City by way of reimbursement or directly to the person rendering such services all charges and expenses incurred in connection with the applicant's business before the Chief Building Inspector, Plan Review Board, Board of Zoning Appeals or Council. Should any applicant's special fund have a balance of less than twenty percent of the original deposit, the Mayor shall request in writing that the applicant provide an additional deposit so that the balance shall then equal the original deposit required. In the event such request is approved or disapproved by the Chief Building Inspector, Board of Zoning Appeals or Council, or withdrawn by the applicant, any funds remaining in such special deposit account, after payment of all lawful charges thereupon, shall immediately be returned to the applicant. The Director of Finance shall furnish an accounting of charges to such fund at any reasonable time upon request of the applicant and upon final dispersal.
(Ord. 76-35. Passed 1-4-77; Ord. 2001-37. Passed 7-10-01.)

1169.04 FAILURE TO POST DEPOSIT; DEPOSIT PURPOSE.

   (a)   Upon any failure to post deposit funds to defray Municipal overhead, as herein provided, the Planning Commission, Plan Review Board, Board of Zoning Appeals or Council may dismiss any application.
   (b)   Nothing herein shall obligate the City to grant its approval of an application or be construed as consideration therefore, but rather the deposit shall serve the purpose that the City shall continue to be governed by its officials’ informed and intelligent vote upon each specific appeal and with the direction that such funds are to be applied to furnish the City with necessary technical data from professional Municipal consultants when requested or required by it on specific applications or to defray necessary advertising and/or other administrative expenses regardless of the outcome of the final disposition of the request or proposal of the applicant.

1169.05 FEE FOR ZONING PERMITS AND APPLICATIONS.

   (a)   The following fees shall be collected in advance by the Director of Finance. Upon payment of such fees, the Director shall notify the Chief Building Inspector, the Plan Review Board and/or the Board of Zoning Appeals, as the case may be, of the receipt of such fees.
      (1)   Applications for rezoning                   $250.00
      (2)   Applications and requests to Planning Commission          $150.00
      (3)   Plan Review Board                     $ 60.00
      (4)   Copies of applications, ordinances, resolutions and minutes, whether certified or uncertified:
         Each copy page                      $ 2.00
         Each additional copy page                   $ 1.00
   (b)   Upon application to the Board of Zoning Appeals for a use district exception (otherwise known as a conditional use permit), and/or a commercial special permit, or a variance and exception in the Codified Ordinances, the applicant shall pay the following fees and deposit such fees with the Secretary to the Board of Zoning Appeals:
      (1)   Initial application fee                     $150.00
      (2)   Conditional use permit and/or commercial special permit (upon
         approval by Council)                     $150.00
      (3)   Application for variances and exceptions             $150.00
(Ord. 89-23. Passed 8-15-89; Ord. 2001-37. Passed 7-10-01; Ord. 2015-16. Passed 4-7-15.)

1171.01 DEFINITION.

   As used in this chapter, “accessory buildings” shall be defined as any portable, demountable, or permanent structure, including but not limited to, tool sheds, cabanas, armadas, storage sheds, car ports, gazebos, piers, pilings, playhouses, swing sets, garden structures, and other similar outbuilding and structures exclusive of garages.
(Ord. 2016-59. Passed 12-20-16.)

1171.02 REGULATION OF ACCESSORY BUILDINGS.

   Accessory building shall be permitted in all use districts, provided, however, that such accessory buildings shall be subject to the following rules and regulations governing their location, erection and construction:
   (a)   No accessory buildings shall be erected without a building permit issued for such purpose by the Chief Building Inspector.
   (b)   Only accessory buildings sold commercially or constructed according to plans approved by the Chief Building Inspector shall be permitted.
   (c)   The maximum size of any accessory building shall be 120 square feet as measured from its external dimensions. The maximum height shall be ten feet.
   (d)   Accessory buildings shall have the following flooring and base:
      (1)   Accessory buildings of wood construction, not exceeding 120 square feet total external dimensions with a floor of pressure-treated lumber, may be erected on a four inch gravel base on a reasonably level site. The base shall extend one foot beyond the entire perimeter of the building with an edging of treated timbers.
      (2)   Accessory buildings requiring flooring and base of wood construction in excess of 120 square feet as measured from its total external dimensions, upon approval of the Board of Zoning Appeals, shall be erected on a four-inch thick concrete base and four-inch high curb with embedded anchor bolts, except that the Chief Building Inspector may require a footer for larger buildings.
      (3)   Accessory buildings requiring flooring and a base of metal construction shall be anchored on a four-inch thick concrete base.
      (4)   Accessory buildings requiring flooring and a base of plastic construction or similar material shall be anchored pursuant to the manufacturer’s instructions.
   (e)   Accessory buildings shall be a minimum of three feet from the side property lines and three feet from the rear property line, whether the house has an attached garage, a detached garage or no garage. In no event shall an accessory building be permitted in a front yard, regardless of whether the house has an attached garage, detached garage or no garage. Further, no accessory building shall be less than ten feet from any dwelling or any other resident’s structures.
   (f)   When an accessory building is to be constructed on a lot having either a house with an attached garage or no garage, then such accessory building shall be located at least three feet, but no more than ten feet, from the rear property line, provided, however, that if such rear property line abuts a side property line, then the accessory building shall be at least ten feet from the abutting side line.
   (g)   No more than one accessory building requiring flooring and base (exclusive of detached garage) shall be permitted on a lot.
   (h)   The only lots upon which an accessory building shall be permitted are those upon which a habitable house is found.
(Ord. 2016-59. Passed 12-20-16.)

1173.01 REQUIRED UNDERGROUND INSTALLATION; EXCEPTIONS.

   In all residential subdivisions platted subsequent to the effective date of this section, unless exempted from the requirements of this chapter as provided in Section 1173.04, all telephone and electric distribution wire, Cable T. V., conduits and cables therein, shall be installed underground, except as necessary to bring service to the subdivision. Existing overhead facilities and any rearrangement, improvement or addition thereto shall be exempt from this requirement.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01.)

1173.02 PRELIMINARY PLANS.

   The preliminary plan with respect to residential subdivisions shall be submitted to the City Engineer and to the electric and telephone utility companies which will provide service to the subdivision for their recommendations with respect to the width and location of easements for electric and telephone distribution cables and related facilities. The recommendations of the City Engineer and such utility companies shall be submitted to the Plan Review Board by the owner of the subdivision together with the plat of the subdivision. Prior to approving the plat of the subdivision, the Plan Review Board shall determine that adequate easements are provided for all utility services including underground electric and telephone distribution wires, conduits, cables, gas pipelines, sewer and water lines. The owner of the subdivision shall, at the time the plat of the subdivision is submitted for approval, present such evidence as the Plan Review Board deems necessary to insure that the owner shall make or has made provision for all utility services including underground electric and telephone distribution wires, conduits, cables, gas pipelines, sewer and water lines, in accordance with this section and adequate for the anticipated needs of the subdivision.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01.)

1173.03 CONSTRUCTION STANDARDS.

   The construction of all underground facilities shall meet the minimum requirements of the Public Utilities Commission of Ohio and any code approved or adopted by the Public Utilities Commission of Ohio.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01.)

1173.04 EXEMPTIONS.

   This chapter shall not apply to any of the following above ground utility facilities:
   (a)   Poles used exclusively for police and fire alarm boxes, traffic control facilities, or any similar Municipal equipment installed under the supervision and to the satisfaction of the Director of Public Service and/or the Director of Public Safety;
   (b)   Thoroughfare street lighting systems on arterial streets of highways designated by the City and lighting units comprised of poles, standards, conductor and appurtenant equipment for other street lighting systems and for area lighting;
   (c)   Radio antennae and associated equipment, including supporting structures. This exception specifically does not include utility facilities extending to and from such equipment;
   (d)   Temporary utility facilities used for supplying services to new construction or for maintaining services during periods of restoration or replacement; and
   (e)   Service equipment and connections mounted against walls of buildings served, including electric risers and meters and communication or television risers and terminals.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01.)

1173.05 VARIANCES.

   The Board of Zoning Appeals of the City may grant a variance from the requirements of this chapter in those circumstances only where underground construction would not be practicable due to the nature of the soil or rock formations in the area, unusual rodent or animal infestation which cannot be corrected, the presence of existing impeding underground drainage ditches, open storm sewers, and impediments of like nature or because of some other equally prohibitive circumstances.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01.)

1173.06 SUBMISSION OF PLANS.

   Prior to the approval of a final plat for residential subdivisions within the City, the owner or subdivider duly authorized by the owner, shall submit plans to the City Engineer showing the location of easements and rights of way for all underground utility facilities to be installed within such subdivision. Within sixty days after completion of installation of the underground utility facilities, the owner shall furnish to the City drawings showing the location and depth of such facilities within the subdivision.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01.)

1173.07 BOND.

   Prior to the granting of final approval of any residential subdivision, the subdivider shall have installed or shall have furnished adequate bond for the ultimate installation in accordance with standards of the Ohio Public Utilities Commission of underground communication cables and underground distribution cables for power and street lighting from a common distribution system and equipment and housing necessary in the operation of the distribution system, together with adequate provision for street light lamps and standards in accordance with the design approved by the Plan Review Board.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01.)

1173.08 PERMIT REQUIRED FOR REBUILDING SYSTEMS.

   No person shall rebuild or reconstruct or cause to be rebuilt or reconstructed any existing communication, electric power or street lighting systems, or major parts thereof, in and through the City without first obtaining a permit from Council. The applicant for such permit shall file with the Planning Commission detailed plans and specifications in support of the request for such a permit.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01; Ord. 2018-20. Passed 8-7-18.)

1173.09 PERMIT FEE.

   If plans and specifications submitted meet the standards of this chapter, the City Engineer shall issue a permit for installation of such underground utility facilities. If such permit is applied for after final acceptance of the initial plat, then a permit fee of one hundred fifty dollars ($150.00) for all underground utilities located under street rights-of- way shall be charged by the City. All permits issued prior to such final acceptance by the City shall be issued without charge.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01; Ord. 2018-20. Passed 8-7-18.)

1173.99 PENALTY.

   Whoever violates any provision of this chapter shall be fined not more than one hundred dollars ($100.00). Each day a violation of any section of this chapter continues shall constitute a separate offense. In addition, such violation may be abated or enjoined by injunctive action in a court of competent jurisdiction.
(Ord. 79-52. Passed 10-16-79; Ord. 2001-37. Passed 7-10-01.)

1177.01 CONDITIONS FOR PLAT ACCEPTANCE; DEVELOPMENT BONDS.

   No plat involving any new public street or the widening or extension thereof shall be approved until:
   (a)   The applicant offers evidence satisfactory to the Chief Building Inspector that title to the land being dedicated for street purposes shall be free and clear of all encumbrances; and
   (b)   The applicant posts a bond or other security satisfactory as to form and sureties to the Chief Building Inspector that the street, public improvements and all utilities shall be constructed according to the plans and specifications submitted, the work to be done under the supervision of the City Engineer and to his satisfaction. Such bond or other security shall be in an amount equal to one hundred percent of the cost of the proposed public improvements as estimated by the City Engineer. Upon acceptance by the City of the public improvements, such bond or other security shall be reduced to ten percent of the actual cost of the public improvements as determined by the City Engineer and shall continue in existence for a period of two years following the adoption of legislation accepting the street for maintenance and shall secure the City against defects in design and/or construction of such public improvements, appurtenances and utilities.
(Ord. 80-41. Passed 9-16-80; Ord. 2001-37. Passed 7-10-01.)

1177.02 STREET DEDICATION BY PLAT ENDORSEMENT.

    No street shall be deemed to be accepted for dedication until there is endorsed on the plat the finding of the City Engineer that such new street or extension of an existing street and all public improvements and utilities have been constructed in accordance with required specifications and that the same complies with the rules and regulations of the City relating to the dedication of streets and that bond has been posted in accordance with Section 1177.01.
(Ord. 80-41. Passed 9-16-80; Ord. 2001-37. Passed 7-10-01.)

1177.03 UTILITIES BOND NOT REQUIRED.

   The bond required by this chapter, when posted in accordance with the provisions of this chapter, shall supersede the bond required by Section 1173.07.
(Ord. 80-41. Passed 9-16-80; Ord. 2001-37. Passed 7-10-01.)

1179.01 PURPOSE AND SCOPE.

   (a)   The purpose of this chapter and its regulation is to establish technically feasible and economically reasonable stormwater management standards to achieve a level of stormwater quality and quantity control that will minimize damage to property and degradation of water resources and will promote and maintain the health, safety, and welfare of the citizens of the City of Willowick.
   (b)   This regulation requires owners who develop or re-develop their property within the City to:
      (1)   Control stormwater runoff from their property and ensure that all stormwater control measures (SCMs) are properly designed, constructed, and maintained.
      (2)   Reduce water quality impacts to receiving water resources that may be caused by new development or redevelopment activities.
      (3)   Control the volume, rate, and quality of stormwater runoff originating from their property so that surface water and groundwater are protected and flooding and erosion potential are not increased.
      (4)   Minimize the need to construct, repair, and replace subsurface storm drain systems.
      (5)   Preserve natural infiltration and ground water recharge, and maintain subsurface flow that replenishes water resources, except in slippage prone soils.
      (6)   Incorporate stormwater quality and quantity controls into site planning and design at the earliest possible stage in the development process.
      (7)   Reduce the expense of remedial projects needed to address problems caused by inadequate stormwater management.
      (8)   Maximize use of SCMs that serve multiple purposes including, but not limited to, flood control, erosion control, fire protection, water quality protection, recreation, and habitat preservation.
      (9)   Design sites to minimize the number of stream crossings and the width of associated disturbance in order to minimize the City’s future expenses related to the maintenance and repair of stream crossings.
      (10)   Maintain, promote, and re-establish conditions necessary for naturally occurring stream processes that assimilate pollutants, attenuate flood flows, and provide a healthy water resource.
   (c)   This regulation shall apply to all parcels used or being developed, either wholly or partially, for new or relocated projects involving highways and roads; subdivisions or larger common plans of development; industrial, commercial, institutional, or residential projects; building activities on farms; redevelopment activities; grading; and all other uses that are not specifically exempted in this section.
   (d)   Public entities, including the State of Ohio, Lake County, and the City of Willowick shall comply with this regulation for roadway projects initiated after March 10, 2006 and, to the maximum extent practicable, for projects initiated before that time.
   (e)   This regulation does not apply to activities regulated by, and in compliance with, the Ohio Agricultural Sediment Pollution Abatement Rules.
   (f)   This regulation does not require a Comprehensive Stormwater Management Plan for linear construction projects, such as pipeline or utility line installation, that do not result in the installation of impervious surface as determined by the City Engineer. Such projects must be designed to minimize the number of stream crossings and the width of disturbance. Linear construction projects must comply with the requirements of Chapter 1180 Erosion and Sediment Control.
(Ord. 2016-64. Passed 12-20-16.)

1179.02 DEFINITIONS.

   For the purpose of this chapter and its regulation, the following terms shall have the meaning herein indicated:
   (a)   “Acre.” A measurement of area equaling 43,560 square feet.
   (b)   “As-built survey.” A survey shown on a plan or drawing prepared by a registered professional surveyor indicating the actual dimensions, elevations, and locations of any structures, underground utilities, swales, detention facilities, and sewage treatment facilities after construction has been completed.
   (c)   “Best management practices (BMPs) and/or stormwater control measure (SCMs).” Schedule of activities, prohibitions of practices, operation and maintenance procedures, treatment requirements, and other management practices (both structural and non-structural) to prevent or reduce the pollution of water resources and to control stormwater volume and rate. This includes practices to control runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. For guidance, please see U.S. EPA's National Menu of BMPs at http://water.epa.gov/polwaste/npdes/swbmp/index.cfm.
   (d)   “Clean Water Act.” Pub. L. 92-500, as amended Pub. L. 95-217, Pub. L. 95-576, Pub. L. 96-483, Pub. L. 97-117, and Pub. L. 100-4, 33 U.S.C. 1251 et seq. Referred to as the Federal Water Pollution Control Act or the Federal Water Pollution Control Act Amendments of 1972.
   (e)   “Community.” The City of Willowick, its designated representatives, boards, or commissions.
   (f)   “Comprehensive Stormwater Management Plan.” The written document and plans meeting the requirements of this regulation that sets forth the plans and practices to minimize stormwater runoff from a development area, to safely convey or temporarily store and release post-development runoff at an allowable rate to minimize flooding and stream bank erosion, and to protect or improve stormwater quality and stream channels.
   (g)   “Critical storm.” A storm that is determined by calculating the percentage increase in volume of runoff by a proposed development area for the 1-year, 24-hour event. The critical storm is used to calculate the maximum allowable stormwater discharge rate from a developed site.
   (h)   “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.
   (i)   “Development drainage area.” A combination of each hydraulically unique watershed with individual outlet points on the development area.
   (j)   “Disturbed area.” An area of land subject to erosion due to the removal of vegetative cover and/or soil disturbing activities.
   (k)   “Drainage.” The removal of excess surface water or groundwater from land by surface or subsurface drains.
   (l)   “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.
   (m)   “Extended detention facility.” A stormwater control measure that replaces and/or enhances traditional detention facilities by releasing the runoff collected during the stormwater quality event over at least twenty-four to forty-eight hours, retarding flow and allowing pollutants to settle within the facility.
   (n)   “Final stabilization.” All soil disturbing activities at the site have been completed and a uniform perennial vegetative cover with a density of at least eighty percent coverage for the area has been established or equivalent stabilization practices, such as the use of mulches or geotextiles, have been employed.
   (o)   “Grading.” The process in which the topography of the land is altered to a new slope.
   (p)   “Green infrastructure.” Wet weather management approaches and technologies that utilize, enhance or mimic the natural hydrologic cycle processes of infiltration, evapotranspiration and reuse.
   (q)   “Hydrologic Unit Code.” A cataloging system developed by the United States Geological Survey and the Natural Resource Conservation Service to identify watersheds in the United States.
   (r)   “Impervious cover.” Any surface that cannot effectively absorb or infiltrate water. This may include roads, streets, parking lots, rooftops, sidewalks, and other areas not covered by vegetation.
   (s)   “Infiltration control measure.” A stormwater control measure that does not discharge to a water resource during the stormwater quality event, requiring collected runoff to either infiltrate into the groundwater and/or be consumed by evapotranspiration, thereby retaining stormwater pollutants in the facility.
   (t)   “Larger common plan of development.” A contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan.
   (u)   “Low impact development.” Low impact development (LID) is a site design approach, which seeks to integrate hydrologically functional design with pollution prevention measures to compensate for land development impacts on hydrology and water quality. LID's goal is to mimic natural hydrology and processes by using small-scale, decentralized practices that infiltrate, evaporate, detain, and transpire stormwater. LID stormwater control measures (SCMs) are uniformly and strategically located throughout the site.
   (v)   “Maximum extent practicable.” The level of pollutant reduction that operators of small municipal separate storm sewer systems regulated under 40 C.F.R. Parts 9, 122, 123, and 124, referred to as NPDES Stormwater Phase II, must meet.
   (w)   “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 section 208 of the Clean Water Act that discharges into water resources;
      (2)   Designed or used for collecting or conveying solely stormwater;
      (3)   Which is not a combined sewer; and
      (4)   Which is not a part of a publicly owned treatment works.
   (x)   “National Pollutant Discharge Elimination System (NPDES).” A regulatory program in the Federal Clean Water Act that prohibits the discharge of pollutants into surface waters of the United States without a permit.
   (y)   “Nonstructural stormwater control measure (SCM).” Any technique that uses natural processes and features to prevent or reduce the discharge of pollutants to water resources and control stormwater volume and rate.
   (z)   “Post-development.” The conditions that exist following the completion of soil disturbing activity in terms of topography, vegetation, land use, and the rate, volume, quality, or direction of stormwater runoff.
   (aa)   “Pre-construction meeting.” Meeting prior to construction between all parties associated with the construction of the project including government agencies, contractors and owners to review agency requirements and plans as submitted and approved.
   (bb)   “Pre-development.” The conditions that exist prior to the initiation of soil disturbing activity in terms of topography, vegetation, land use, and the rate, volume, quality, or direction of stormwater runoff.
   (cc)   “Professional engineer.” A professional engineer registered in the State of Ohio with specific education and experience in water resources engineering, acting in conformance with the Code of Ethics of the Ohio State Board of Registration for Engineers and Surveyors.
   (dd)   “Redevelopment.” A construction project on land that has been previously developed and where the new land use will not increase the runoff coefficient used to calculate the water quality volume. If the new land use will increase the runoff coefficient, then the project is considered to be a new development project rather than a redevelopment project.
   (ee)   “Riparian area.” Land adjacent to any brook, creek, river, or stream having a defined bed and bank that, if appropriately sized, helps to stabilize streambanks, limit erosion, reduce flood size flows, and/or filter and settle out runoff pollutants, or performs other functions consistent with the purposes of this regulation.
   (ff)   “Riparian and wetland setback.” The real property adjacent to a water resource on which soil disturbing activities are limited, all as defined by the City Codified Ordinances.
   (gg)   “Runoff.” The portion of rainfall, melted snow, or irrigation water that flows across the ground surface and is eventually returned to water resources.
   (hh)   “Sediment.” The soils or other surface materials that can be transported or deposited by the action of wind, water, ice, or gravity as a product of erosion.
   (ii)   “Sedimentation.” The deposition of sediment in water resources.
   (jj)   “Site owner/operator.” 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 that is responsible for the overall construction site.
   (kk)   “Soil disturbing activity.” Clearing, grading, excavating, filling, or other alteration of the earth's surface where natural or human made ground cover is destroyed that may result in, or contribute to, increased stormwater quantity and/or decreased stormwater quality.
   (ll)   “Stabilization.” The use of best management practices or stormwater control measures that reduce or prevent soil erosion by stormwater runoff, trench dewatering, wind, ice, gravity, or a combination thereof.
   (mm)   “Stormwater or storm water.” Defined at 40 CFR 122.26(b)(13) and means stormwater runoff, snow melt runoff and surface runoff and drainage.
   (nn)   “Stormwater control measure (SCM) and/or best management practice (BMP).” Schedule of activities, prohibitions of practices, operation and maintenance procedures, treatment requirements, and other management practices (both structural and non-structural) to prevent or reduce the pollution of water resources and to control stormwater volume and rate. This includes practices to control runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. For guidance, please see U.S. EPA's National Menu of BMPs at http://water.epa.gov/polwaste/npdes/swbmp/index.cfm.
   (oo)   “Structural storm water management practice or stormwater control measure (SCM).” Any constructed facility, structure, or device that prevents or reduces the discharge of pollutants to water resources and controls stormwater volume and rate.
   (pp)   “Surface water of the State also water resource.” 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.
   (qq)   “Total maximum daily load (TMDL).” The sum of the existing and/or projected point source, nonpoint source, and background loads for a pollutant to a specified watershed, water body, or water body 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 standards.
   (rr)   “Water quality volume (WQv).” The volume of stormwater runoff which must 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.
   (ss)   “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.
   (tt)   “Water resource crossing.” Any bridge, box, arch, culvert, truss, or other type of structure intended to convey people, animals, vehicles, or materials from one side of a watercourse to another. This does not include private, non-commercial footbridges or pole mounted aerial electric or telecommunication lines, nor does it include below grade utility lines.
   (uu)   “Watershed.” The total drainage area contributing stormwater runoff to a single point.
   (vv)   “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. 2016-64. Passed 12-20-16.)

1179.03 DISCLAIMER OF LIABILITY.

   (a)   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 any particular parcel of property.
   (b)   By approving a Comprehensive Stormwater Management Plan under this regulation, the City does not accept responsibility for the design, installation, and operation and maintenance of SCMs.
(Ord. 2016-64. Passed 12-20-16.)

1179.04 CONFLICTS, SEVERABILITY, NUISANCES AND RESPONSIBILITY.

   (a)   Where this regulation is in conflict with other provisions of law or ordinance, the most restrictive provisions, as determined by the City Engineer, 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 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 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. 2016-64. Passed 12-20-16.)

1179.05 DEVELOPMENT OF COMPREHENSIVE STORMWATER MANAGEMENT PLANS

   (a)   This regulation requires that a Comprehensive Stormwater Management 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, and on which any regulated activity of Section 1179.01(c) is proposed. The City Engineer may require a comprehensive stormwater management plan on sites disturbing less than one acre.
   (b)   The City shall administer this regulation, shall be responsible for determination of compliance with this regulation, and shall issue notices and orders as may be necessary. The City may consult with the Lake County Soil and Water Conservation District, State agencies, private engineers, stormwater districts, or other technical experts in reviewing the Comprehensive Stormwater Management Plan.
(Ord. 2016-64. Passed 12-20-16.)

1179.06 APPLICATION PROCEDURES.

   (a)   Pre-Application Meeting. The applicant shall attend a pre-application meeting with the City Engineer to discuss the proposed project, review the requirements of this regulation, identify unique aspects of the project that must be addressed during the review process, and establish a preliminary review and approval schedule.
   (b)   Preliminary Comprehensive Stormwater Management Plan. The applicant shall submit two sets of a Preliminary Comprehensive Stormwater Management Plan (Preliminary Plan) and the applicable fees to the City Engineer and/or the Public Service Administrator. The Preliminary Plan shall show the proposed property boundaries, setbacks, dedicated open space, public roads, water resources, stormwater control facilities, and easements in sufficient detail and engineering analysis to allow the City Engineer to determine if the site is laid out in a manner that meets the intent of this regulation and if the proposed SCMs are capable of controlling runoff from the site in compliance with this regulation. The applicant shall submit two sets of the Preliminary Plan and applicable fees as follows:
      (1)   For subdivisions. In conjunction with the submission of the preliminary subdivision plan.
      (2)   For other construction projects. In conjunction with the application for a zoning permit.
      (3)   For general clearing projects. In conjunction with the application for a zoning permit.
   (c)   Final Comprehensive Stormwater Management Plan. The applicant shall submit two sets of a Final Comprehensive Stormwater Management Plan (Final Plan) and the applicable fees to the City Engineer and/or the Public Service Director in conjunction with the submittal of the final plat, improvement plans, or application for a building or zoning permit for the site. The Final Plan shall meet the requirements of Section 1179.08 and shall be approved by the City Engineer prior to approval of the final plat and/or before issuance of a zoning permit by the Zoning Inspector.
   (d)   Review and Comment. The City Engineer and/or the Public Service Director shall review the Preliminary and Final Plans submitted, and shall approve or return for revisions with comments and recommendations for revisions. A Preliminary or Final Plan rejected because of deficiencies shall receive a narrative report stating specific problems and the procedures for filing a revised Preliminary or Final Plan.
   (e)   Approval Necessary. Land clearing and soil-disturbing activities shall not begin and zoning and/or building permits shall not be issued without an approved Comprehensive Stormwater Management Plan.
   (f)   Valid for Two Years. Approvals issued in accordance with this regulation shall remain valid for two years from the date of approval.
(Ord. 2016-64. Passed 12-20-16.)

1179.07 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 other Federal, State, and/or county agencies. If requirements vary, the most restrictive shall prevail. These permits may include, but are not limited to, those listed below. Applicants are required to show proof of compliance with these regulations before the City will issue a building or zoning permit.
   (a)   Ohio Environmental Protection Agency (Ohio EPA) National Pollutant Discharge Elimination System (NPDES) Permits Authorizing Stormwater Discharges Associated with Construction Activity or the Most Current Version Thereof. 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, or a letter from the site owner certifying and explaining why the NPDES Permit is not applicable.
   (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. 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 Permit. Proof of compliance shall be a copy of Ohio EPA's Isolated Wetland Permit 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 is not applicable. Isolated wetlands shall be delineated by protocols accepted by the U.S. Army Corps of Engineers at the time of application of 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 Engineer's Nationwide Permit Program. This shall include one of the following:
      (1)   A letter from the site owner certifying that a qualified professional has surveyed the site and determined that Section 404 of the Clean Water Act is not applicable.
      (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 Soil and Water Resources permit application tracking number, a copy of the project approval letter from the ODNR Division of Soil and Water Resources, or a letter from the site owner certifying and explaining why the Ohio Dam Safety Law is not applicable.
(Ord. 2016-64. Passed 12-20-16.)

1179.08 COMPREHENSIVE STORMWATER MANAGEMENT PLANS.

   (a)   Comprehensive Stormwater Management Plan Required. The applicant shall develop a Comprehensive Stormwater Management Plan describing how the quantity and quality of stormwater will be managed after construction is completed for every discharge from the site and/or into a water resource or small municipal separate storm sewer system (MS4). The Plan will illustrate the type, location, and dimensions of every structural and non-structural SCM incorporated into the site design, and the rationale for their selection. The rationale must address how these SCMs will address flooding within the site as well as flooding that may be caused by the development upstream and downstream of the site. The rationale will also describe how the SCMs minimize impacts to the physical, chemical, and biological characteristics of on-site and downstream water resources and, if necessary, correct current degradation of water resources that is occurring or take measures to prevent predictable degradation of water resources.
   (b)   Preparation by Professional Engineer. The Comprehensive Stormwater Management Plan shall be prepared by a registered professional engineer and include supporting calculations, plan sheets, and design details. To the extent necessary, as determined by the City Engineer, a site survey shall be performed by a registered professional surveyor to establish boundary lines, measurements, or land surfaces.
   (c)   Community Procedures. The City Engineer shall prepare and maintain procedures providing specific criteria and guidance to be followed when designing the stormwater management system for the site. These procedures may be updated from time to time, at the discretion of the City Engineer based on improvements in engineering, science, monitoring, and local maintenance experience. The City Engineer shall make the final determination of whether the practices proposed in the Comprehensive Stormwater Management Plan meet the requirements of this regulation. The City Engineer may also maintain a list of acceptable SCMs that meet the criteria of this regulation to be used in the City.
   (d)   Contents of Comprehensive Stormwater Management Plan. The Comprehensive Stormwater Management Plan shall contain an application, narrative report, construction site plan sheets, a long-term Inspection and Maintenance Plan and Inspection and Maintenance Agreement, and a site description with the following information provided:
      (1)   Site description:
         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 (e.g., grubbing, clearing, excavation, filling or grading, including off-site borrow areas).
         C.   A description of prior land uses at the site.
         D.   An estimate of the impervious area and percent imperviousness created by the soil-disturbing activity at the beginning and at the conclusion of the project.
         E.   Selection (source and justification) and/or calculations of runoff coefficients for water quality volume determination, peak discharge control (curve number/critical storm method), and rational method.
         F.   Existing data describing the soils throughout the site, including soil map units including series, complexes, and association, hydrologic soil group, porosity, infiltration characteristics, depth to groundwater, depth to bedrock, and any impermeable layers.
         G.   If available, the quality of any known pollutant discharge from the site such as that which may result from previous contamination caused by prior land uses.
         H.   The location and name of the immediate water resource(s) and the first subsequent water resource(s).
         I.   The aerial (plan view) extent and description of water resources at or near the site that will be disturbed or will receive discharges from the project.
         J.   If applicable, identify the point of discharge to a municipal separate storm sewer system and the location where that municipal separate storm sewer system ultimately discharges to a stream, lake, or wetland. The location and name of the immediate receiving stream or surface water(s) and the first subsequent receiving water(s) and the aerial 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 undisturbed areas of the project.
         K.   The TMDLs applicable for the site demonstrate that appropriate (SCMs) have been selected to address the phosphorus, nitrogen, habitat, bacteria, and TSS TMDLs.
         L.   If required by the City Planning and Zoning Commission, for each SCM, identify:
            1.   a designated individual identification number,
            2.   drainage area,
            3.   percent impervious cover within the drainage area,
            4.   runoff coefficient for water quality volume,
            5.   peak discharge,
            6.   time of concentration for each subwatershed per Appendix 1 of Ohio's stormwater manual, Rainwater and Land Development. Pervious and impervious areas should be treated as separate subwatersheds unless allowed at the discretion of the City Engineer,
            7.   SCM surface area,
            8.   discharge and dewatering time, and
            9.   outlet type and dimensions.
         M.   Describe the current condition of water resources including the vertical stability of stream channels and indications of channel incision that may be responsible for current or future sources of high sediment loading or loss of channel stability.
      (2)   Site map showing:
         A.   Limits of soil-disturbing activity on the site.
         B.   Soils map units for the entire site, including locations of unstable or highly erodible soils.
         C.   Existing and proposed one-foot contours. This must include a delineation of drainage watersheds expected before, during, and after major grading activities as well as the size of each drainage watershed in acres.
         D.   Water resource locations including springs, wetlands, streams, lakes, water wells, and associated setbacks on or within 200 feet of the site, including the boundaries of wetlands or streams 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.
         E.   Existing and planned locations of buildings, roads, parking facilities, and utilities.
         F.   The location of any in-stream activities including stream crossings.
      (3)   Contact information. Company name and contact information as well as contact name, addresses, and phone numbers for the following:
         A.   The professional engineer who prepared the Comprehensive Stormwater Management Plan.
         B.   The site owner.
      (4)   Phase, if applicable, of the overall development plan.
      (5)   List of sublot numbers if project is a subdivision.
      (6)   Ohio EPA NPDES Permit Number and other applicable State and Federal permit numbers, if available, or status of various permitting requirements if final approvals have not been received.
      (7)   Location, including complete site address and sublot number if applicable.
      (8)   Location of any easements or other restrictions placed on the use of the property.
      (9)   A site plan sheet showing:
         A.   The location of each proposed post-construction SCMs.
         B.   The geographic coordinates of the site and each proposed practice in North American Datum Ohio State Plane North.
            It is preferred that the entire site be shown on one plan sheet to allow a complete view of the site during plan review. If a smaller scale is used to accomplish this, separate sheets providing an enlarged view of areas on individual sheets should also be provided.
      (10)   Inspection and Maintenance Agreement. The Inspection and Maintenance Agreement required for SCMs under this regulation as a stand-alone document between the City and the applicant. A copy of this agreement should be attached to the property deed. The agreement shall contain the following information and provisions:
         A.   Identification of the landowner(s), organization, or municipality responsible for long-term inspection and maintenance, including repairs, of the SCMs.
         B.   The landowner(s), organization, or municipality shall maintain SCMs in accordance with this regulation.
         C.   The City has the authority to enter upon the property to conduct inspections as necessary, with prior notification of the property owner, to verify that the SCMs are being maintained and operated in accordance with this regulation.
         D.   The City Public Service Director shall maintain public records of the results of site inspections, shall inform the landowner(s), organization, or municipality responsible for maintenance of the inspection results, and shall specifically indicate in writing any corrective actions required to bring the SCMs into proper working condition.
         E.   If the City notifies the landowner(s), organization, or municipality responsible for maintenance of the maintenance problems that require correction, the specific corrective actions shall be taken within a reasonable time as determined by the City.
         F.   The City is authorized to enter upon the property and perform the corrective actions identified in the inspection report if the landowner(s), organization, or municipality responsible for maintenance does not make the required corrections in the specified time period. The City shall be reimbursed by the landowner(s), organization, or municipality responsible for maintenance for all expenses incurred within ten days of receipt of invoice from the City, or more with written approval from the Willowick Public Service Director.
         G.   The method of funding long-term maintenance and inspections of all SCMs.
         H.   A release of the City from all damages, accidents, casualties, occurrences, or claims that might arise or be asserted against the City from the construction, presence, existence, or maintenance of the SCMs.
      (11)   Inspection and Maintenance Plan. This plan will be developed by the applicant and reviewed by the City. Once the Inspection and Maintenance Plan is approved, a recorded copy of the Plan must be submitted to the City as part of the final inspection approval as described in Section 1179.12 . The plan will include at a minimum:
         A.   The location of each SCM and identification of the drainage area served by each SCM.
         B.   Photographs of each SCM, including all inlets and outlets upon completion of construction.
         C.   Schedule of inspection.
         D.   A schedule for regular maintenance for each aspect of the stormwater management system and description of routine and non-routine maintenance tasks to ensure continued performance of the system as is detailed in the approved Comprehensive Stormwater Management Plan. A maintenance inspection checklist written so the average person can understand it shall be incorporated. The maintenance plan will include a detailed drawing of each SCM and outlet structures with the parts of the outlet structure labeled. This schedule may include additional standards, as required by the City Engineer, to ensure continued performance of SCMs permitted to be located in, or within fifty feet of, water resources.
         E.   The location and documentation of all access and maintenance easements on the property.
      (12)   Alteration or termination of the Inspection and Maintenance Agreement or the Inspection and Maintenance Plan is prohibited.
      (13)   Required Calculations. The applicant shall submit calculations for projected stormwater runoff flows, volumes, and timing into and through all SCMs for flood control, channel protection, water quality, and the condition of the habitat, stability, and incision of each water resource and its floodplain, as required in Section 1179.09 . These submittals shall be completed for both pre- and post-development land use conditions and shall include the underlying assumptions and hydrologic and hydraulic methods and parameters used for these calculations. The applicant shall also include critical storm determination and demonstrate that the runoff from offsite areas have been considered in the calculations.
      (14)   List of all contractors and subcontractors before construction Prior to construction or before the pre-construction meeting, provide the list of all contractors and subcontractors and their names, addresses, and phones involved with the implementation of the Comprehensive Stormwater Management Plan including a written document containing signatures of all parties as proof of acknowledgment that they have reviewed and understand the requirements and responsibilities of the Comprehensive Stormwater Management Plan.
      (15)   Existing and proposed drainage patterns. The location and description of existing and proposed drainage patterns and SCMs, including any related SCMs beyond the development area and the larger common development area.
      (16)   For each SCM to be employed on the development area, include the following:
         A.   Location and size, including detail drawings, maintenance requirements during and after construction, and design calculations, all where applicable.
         B.   Final site conditions including stormwater inlets and permanent nonstructural and structural SCMs. Details of SCMs shall be drawn to scale and shall show volumes and sizes of contributing drainage areas.
         C.   Any other structural and/or non-structural SCMs necessary to meet the design criteria in this regulation and any supplemental information requested by the City Engineer.
         D.   Each SCM shall be designated with an individual identification number.
(Ord. 2016-64. Passed 12-20-16.)

1179.09 PERFORMANCE STANDARDS.

   (a)   General. The stormwater system, including SCMs for storage, treatment and control, and conveyance facilities, shall be designed to prevent structure flooding during the 100-year, 24-hour storm event; to maintain predevelopment runoff patterns, flows, and volumes; and to meet the following criteria:
      (1)   Integrated practices that address degradation of water resources. The SCMs shall function as an integrated system that controls flooding and minimizes the degradation of the physical, biological, and chemical integrity of the water resources receiving stormwater discharges from the site. Acceptable practices shall:
         A.   Not disturb riparian areas, unless the disturbance is intended to support a watercourse restoration project.
         B.   Maintain predevelopment hydrology and groundwater recharge on as much of the site as practicable.
         C.   Only install new impervious surfaces and compact soils where necessary to support the future land use.
         D.   Compensate for increased runoff volumes caused by new impervious surfaces and soil compaction by reducing stormwater peak flows to less than predevelopment levels.
         E.   Be designed according to the methodology included in the most current edition of Rainwater and Land Development or another design manual acceptable for use by the City and Ohio EPA.
      (2)   Practices designed for final use. SCMs shall be designed to achieve the stormwater management objectives of this regulation, to be compatible with the proposed post-construction use of the site, to protect the public health, safety, and welfare, and to function safely with routine maintenance.
      (3)   Stormwater management for all lots. Areas developed for a subdivision, as defined in Part 12 Title Four – Subdivision Regulations, shall provide stormwater management and water quality controls for the development of all subdivided lots. This shall include provisions for lot grading and drainage that prevent structure flooding during the 100-year, 24-hour storm; and maintain, to the extent practicable, the pre-development runoff patterns, volumes, and peaks from the subdivision.
      (4)   Stormwater facilities in water resources. SCMs and related activities shall not be constructed in water resources unless the applicant shows proof of compliance with all appropriate permits from the Ohio EPA, the U.S. Army Corps, and other applicable Federal, State, and local agencies as required in Section 1179.07 of this regulation, and the activity is in compliance with Chapter 1180 Erosion and Sediment Control requirements, all as determined by the City Engineer.
      (5)   Stormwater ponds and surface conveyance channels. All stormwater pond and surface conveyance designs must provide a minimum of one foot freeboard above the projected peak stage within the facility during the 100-year, 24-hour storm. When designing stormwater ponds and conveyance channels, the applicant shall consider public safety as a design factor and alternative designs must be implemented where site limitations would preclude a safe design.
      (6)   Exemption. The site where soil-disturbing activities are conducted shall be exempt from the requirements of this section if it can be shown to the satisfaction of the City Engineer that the site is part of a larger common plan of development where the stormwater management requirements for the site are provided by an existing SCMs, or if the stormwater management requirements for the site are provided by practices defined in a regional or local stormwater management plan approved by the City Engineer.
      (7)   Maintenance. All SCMs shall be maintained in accordance with the Inspection and Maintenance Plan and Agreements approved by the City Engineer as detailed in Section 1179.08 .
      (8)   Ownership. Unless otherwise required by the City, SCMs serving multiple lots in subdivisions shall be on a separate lot held and maintained by an entity of common ownership or, if compensated by the property owners, by the City. SCMs serving single lots shall be placed on these lots, protected within an easement, and maintained by the property owner.
      (9)   Preservation of existing natural drainage. Practices that preserve and/or improve the existing natural drainage shall be used to the maximum extent practicable. Such practices may include minimizing site grading and compaction; protecting and/or restoring water resources, riparian areas, and existing vegetation and vegetative buffer strips; phasing of construction operations in order to minimize the amount of disturbed land at any one time, and designation of tree preservation areas or other protective clearing and grubbing practices; and maintaining unconcentrated stormwater runoff to and through these areas. Post-construction stormwater practices shall provide perpetual management of runoff quality and quantity so that a receiving stream's physical, chemical and biological characteristics are protected and ecological functions are maintained.
      (10)   Preservation of wetland hydrology:
         A.   Concentrated stormwater runoff from SCMs to wetlands shall be converted to diffuse flow before the runoff enters the wetlands in order to protect the natural hydrology, hydroperiod, and wetland flora. The flow shall be released such that no erosion occurs down slope. Practices such as level spreaders, vegetative buffers, infiltration basins, conservation of forest covers, and the preservation of intermittent streams, depressions, and drainage corridors may be used to maintain the wetland hydrology.
         B.   If the applicant proposes to discharge to natural wetlands, a hydrological analysis shall be performed to demonstrate that the proposed discharge matches the pre-development hydroperiods and hydrodynamics that support the wetland.
      (11)   Soil preservation and post-sonstruction soil restoration. To the maximum extent practicable leave native soil undisturbed and protect from compaction during construction.
   (b)   Stormwater Conveyance Design Criteria. All SCMs shall be designed to convey stormwater to allow for the maximum removal of pollutants and reduction in flow velocities. This shall include but not be limited to:
      (1)   Surface water protection. The City Engineer may allow modification to streams, rivers, lakes, wetlands or other surface waters only if the applicant shows proof of compliance with all appropriate permits from the Ohio EPA, the U.S. Army Corps, and other applicable Federal, State, and local agencies as required in Section 1179.07 , and the activity is in compliance with Chapter 1180 Erosion and Sediment Control requirements and riparian setbacks requirements, all as determined by the City Engineer. At a minimum, stream relocation designs must show how the project will minimize changes to the vertical stability, floodplain form, channel form, and habitat of upstream and downstream channels on and off the property.
      (2)   Off-site stormwater discharges. Off-site stormwater runoff that discharges to or across the applicant's development site shall be conveyed through the stormwater conveyance system planned for the development site at its existing peak flow rates during each design storm. Off-site flows shall be diverted around stormwater quality control facilities or, if this is not possible, the stormwater quality control facility shall be sized to treat the off-site flow. Comprehensive Stormwater Management Plans will not be approved until it is demonstrated to the satisfaction of the City Engineer that off-site runoff will be adequately conveyed through the development site in a manner that does not exacerbate upstream or downstream flooding and erosion.
      (3)   Sheet flow. The site shall be graded in a manner that maintains sheet flow over as large an area as possible. The maximum area of sheet flow shall be determined based on the slope, the uniformity of site grading, and the use of easements or other legally-binding mechanisms that prohibit re-grading and/or the placement of structures within sheet flow areas. In no case shall the sheet flow length be longer than 300 feet, nor shall a sheet flow area exceed 1.5 acres. Flow shall be directed into an open channel, storm sewer, or other SCMs from areas too long and/or too large to maintain sheet flow, all as determined by the City Engineer.
      (4)   Open channels. Unless otherwise allowed by the City Engineer, drainage tributary to SCMs shall be provided by an open channel with vegetated banks and designed to carry the 10-year, 24-hour stormwater runoff from upstream contributory areas.
      (5)   Open drainage systems. Open drainage systems shall be preferred on all new development sites to convey stormwater where feasible. Storm sewer systems shall be allowed only when the site cannot be developed at densities allowed under City zoning or where the use of an open drainage system affects public health or safety, all as determined by the City Engineer. The following criteria shall be used to design storm sewer systems when necessary:
         A.   Storm sewers shall be designed such that they do not surcharge from runoff caused by the 5-year, 24-hour storm, and that the hydraulic grade line of the storm sewer stays below the gutter flow line of the overlying roadway, or below the top of drainage structures outside the roadway during a 10-year, 24-hour storm. The system shall be designed to meet these requirements when conveying the flows from the contributing drainage area within the proposed development and existing flows from offsite areas that are upstream from the development.
         B.   The minimum inside diameter of pipe to be used in public storm sewer systems is twelve inches. Smaller pipe sizes may be used subject to the approval of the City Engineer.
         C.   All storm sewer systems shall be designed taking into consideration the tailwater of the receiving facility or water resource. The tailwater elevation used shall be based on the design storm frequency. The hydraulic grade line for the storm sewer system shall be computed with consideration for the energy losses associated with entrance into and exit from the system, friction through the system, and turbulence in the individual manholes, catch basins, and junctions within the system.
         D.   The inverts of all curb inlets, manholes, yard inlets, and other structures shall be formed and channelized to minimize the incidence of quiescent standing water where mosquitoes may breed.
         E.   Headwalls shall be required at all storm sewer inlets or outlets to and from open channels or lakes if required by the City Engineer.
      (6)   Water resource crossings. The following criteria shall be used to design structures that cross a water resource in the City:
         A.   Water resource crossings other than bridges shall be designed to convey the stream's flow for the minimum 25-year, 24-hour storm.
         B.   Bridges, open bottom arch or spans are the preferred crossing technique and shall be considered in the planning phase of the development. Bridges and open spans should be considered for all State Scenic Rivers, cold water habitat, exceptional warm water habitat, seasonal salmonid habitat streams, and Class III headwater streams. The footers or piers for these bridges and open spans shall not be constructed below the ordinary high water mark.
         C.   If a culvert or other closed bottom crossing is used, twenty-five percent of the cross-sectional area or a minimum of one foot of box culverts and pipe arches must be embedded below the channel bed. The conduit or conveyance must to be sized to carry the 25-year storm under these conditions.
         D.   The minimum inside diameter of pipes to be used for crossings shall be twelve inches.
         E.   The maximum slope allowable shall be a slope that produces a 10-fps velocity within the culvert barrel under design flow conditions. Erosion protection and/or energy dissipaters shall be required to properly control entrance and outlet velocities.
         F.   All culvert installations shall be designed with consideration for the tailwater of the receiving facility or water resource. The tailwater elevation used shall be based on the design storm frequency.
         G.   Headwalls shall be required at all culvert inlets or outlets to and from open channels or lakes.
         H.   Streams with a drainage area of five square miles or larger shall incorporate floodplain culverts at the bank full elevation to restrict head loss differences across the crossing so as to cause no rise in the 100-year storm event.
         I.   Bridges shall be designed such that the hydraulic profile through a bridge shall be below the bottom chord of the bridge for either the 100-year, 24-hour storm, or the 100-year flood elevation as determined by FEMA, whichever is more restrictive.
      (7)   Overland flooding. Overland flood routing paths shall be used to convey stormwater runoff from the 100-year, 24-hour storm event to an adequate receiving water resource or SCM such that the runoff is contained within the drainage easement for the flood routing path and does not cause flooding of buildings or related structures. The peak 100-year water surface elevation along flood routing paths shall be at least one foot below the finished grade elevation of all structures. When designing the flood routing paths, the conveyance capacity of the site's storm sewers shall be taken into consideration.
      (8)   Compensatory flood storage mitigation. In order to preserve floodplain storage volumes and thereby avoid increases in water surface elevations, any filling within floodplains approved by the City must be compensated by providing an equivalent storage volume. First consideration for the location(s) of compensatory floodplain volumes should be given to areas where the stream channel will have immediate access to the new floodplain within the limits of the development site. Consideration will also be given to enlarging existing or proposed retention basins to compensate for floodplain fill if justified by a hydraulic analysis of the contributing watershed. Unless otherwise permitted by the City, reductions in volume due to floodplain fills must be mitigated within the legal boundaries of the development. Embankment slopes used in compensatory storage areas must reasonably conform to the natural slopes adjacent to the disturbed area. The use of vertical retaining structures is specifically prohibited.
      (9)   Velocity dissipation. Velocity dissipation devices shall be placed at discharge locations and along the length of any outfall to provide non-erosive flow velocity from the structure to a water resource so that the natural physical and biological characteristics and functions of the water resource are maintained and protected.
   (c)   Stormwater Quality Control.
      (1)   Direct runoff to an SCM. The site shall be designed to direct runoff to one or more of the following SCMs. These practices are listed in Table 2 of this regulation and shall be designed to meet the following general performance standards:
         A.   Extended detention facilities that detain stormwater; settle or filter particulate pollutants; and release the controlled stormwater to a water resource.
         B.   Infiltration facilities that retain stormwater; promote settling, filtering, and biodegradation of pollutants; and infiltrate captured stormwater into the ground. The City Engineer may require a soil engineering report to be prepared for the site to demonstrate that any proposed infiltration facilities meet these performance standards.
         C.   For sites less than five acres, but required to create a comprehensive stormwater management plan, the City Engineer may approve other SCMs if the applicant demonstrates to the City Engineer's satisfaction that these SCMs meet the objectives of this regulation as stated in subsection (c)(6) hereof.
         D.   For sites greater than five acres, or less than five acres but part of a larger common plan of development or sale which will disturb five or more acres, the City Engineer may approve other SCMs if the applicant demonstrates to the City Engineer's satisfaction that these SCMs meet the objectives of this regulation as stated in subsection (c)(6) hereof, and has prior written approval from the Ohio EPA.
         E.   For the construction of new roads and roadway improvement projects by public entities (i.e. the State, counties, townships, cities, or villages), the City Engineer may approve SCMs not included in Table 2 of this regulation, but must show compliance with the current version of the Ohio Department of Transportation "Location and Design Manual, Volume Two Drainage Design".
      (2)   Criteria applying to all SCMs. SCMs chosen must be sized to treat the water quality volume (WQv) and to ensure compliance with Ohio Water Quality Standards (OAC Chapter 3745-1).
         A.   The WQv shall be equal to the volume of runoff from a 0.75 inch rainfall event and shall be determined according to one of the following methods:
            1.   Through a site hydrologic study approved by the City Engineer that uses continuous hydrologic simulation; site-specific hydrologic parameters, including impervious area, soil infiltration characteristics, slope, and surface routing characteristics; proposed SCMs controlling the amount and/or timing of runoff from the site; and local long-term hourly records, or
            2.   Using the following equation:
                  WQv = C*P*A/12
               where terms have the following meanings:
                  WQv   =   water quality volume in acre-feet
                  C       =   runoff coefficient appropriate for storms less than one inch
                  P      =   0.75 inch precipitation depth
                  A      =   area draining into the stormwater practice, in acres
               Runoff coefficients required by the Ohio Environmental Protection Agency (Ohio EPA) for use in determining the WQv can be determined using the list in Table 1 or using the following equation to calculate the runoff coefficient.
                  C=0.858i3– 0.78i2 + 0.774i+0.04, where:
                  i = fraction of the drainage area that is impervious
Table 1: Runoff Coefficients Based on the Type of Land Use
Land Use
Runoff Coefficient
Industrial & Commercial
0.8
High Density Residential (>8 dwellings/acre)
0.5
Medium Density Residential (4 to 8 dwellings/acre)
0.4
Low Density Residential (<4 dwellings/acre)
0.3
Open Space and Recreational Areas
0.2
Where land use will be mixed, the runoff coefficient should be calculated using a weighted average. For example, if 60% of the contributing drainage area to the stormwater treatment structure is low density residential, 30% is high density residential, and 10% is open space, the runoff coefficient is calculated as follows (0.6)(0.3)+(0.3)(0.5)+(0.1)(0.2) = (0.35)
 
         B.   An additional volume equal to twenty percent of the WQv shall be incorporated into the stormwater practice for sediment storage. This volume shall be incorporated into the sections of stormwater practices where pollutants will accumulate.
         C.   Each individual SCM must be sized to treat the WQv associated with its entire contributing drainage area. Exceptions to this may be granted by the City Engineer and/or the OEPA on a case-by-case basis.
         D.   Stormwater quality management practices shall be designed such that the drain time is long enough to provide treatment and protect against downstream bank erosion, but short enough to provide storage available for successive rainfall events as defined in Table 2.
         E.   Sites within watersheds of coldwater habitat streams shall include SCMs to infiltrate the water quality volume or reduce the temperature of discharged runoff. SCMs that reduce the temperature of discharged runoff include bioretention, permeable pavement, underground detention, ductile iron discharge pipes, and incorporation of shading and infiltration in parking lot design.
         F.   Each practice shall be designed to facilitate sediment removal, vegetation management, debris control, and other maintenance activities defined in the Inspection Plan and Maintenance Agreement for the site.
 
Table 2: Draw Down Times for Stormwater Control Measures
Stormwater Control Measure
Drain Time of WQv
Infiltration Basin or Trench1
48 hours
Permeable Pavement – Infiltration1
48 hours
Permeable Pavement – Extended Detention
24 hours
Extended Detention Facilities
   Dry Extended Detention Basin2
48 hours
 
Table 2: Draw Down Times for Stormwater Control Measures
Stormwater Control Measure
Drain Time of WQv
Extended Detention Facilities
   Wet Extended Detention Basin3
24 hours
   Constructed Wetlands (above permanent pool)4
24 hours
   Bioretention Area/Cell5,6
24 hours
   Sand and other Media Filtration5
24 hours
   Pocket Wetland7
24 hours
1 Practices designed to fully infiltrate the WQv shall empty within 48 hours.
2 The use of a forebay and micropool is required on all dry extended detention basins. Each is to be sized at a minimum 10% of the WQv.
3 Provide both a permanent pool and an extended detention volume above the permanent pool, each sized with at least 0.75*WQv.
4 Extended detention shall be provided for the WQv above the permanent water pool.
5 The surface ponding area shall completely empty within 24 hours so that there is no standing water. Shorter drawdown times are acceptable as long as design criteria in Rainwater and Land Development have been met.
6 This includes grassed linear bioretention, which was previously titled enhanced water quality swale.
7 Pocket wetlands must have a wet pool equal to the WQv, with 25% of the WQv in a pool and 75% in marshes. The EDv above the permanent pool must be equal to the WQv.
 
      (3)   Additional criteria applying to infiltration facilities:
         A.   Infiltration facilities should be designed to meet all criteria in Rainwater and Land Development.
         B.   All runoff directed into an infiltration basin must first flow through a pretreatment practice such as a grass channel or filter strip to remove coarser sediments that could cause a loss of infiltration capacity.   
         C.   During construction, all runoff from disturbed areas of the site shall be diverted away from the proposed infiltration basin site. No construction equipment shall be allowed within the infiltration basin site to avoid soil compaction.
      (4)   Additional criteria for extended detention facilities:
         A.   The outlet shall be designed to not release more than the first half of the water quality volume in less than one-third of the drain time. The outlet shall be designed to minimize clogging, vandalism, maintenance, and promote the capture of floatable pollutants.
         B.   The basin design shall incorporate the following features to maximize multiple uses, aesthetics, safety, and maintainability:
            1.   Basin side slopes above the permanent pool shall have a run to rise ratio of 4:1 or flatter.
            2.   The perimeter of all permanent pool areas deeper than four feet shall be surrounded by an aquatic bench that extends at least eight feet and no more than fifteen feet outward from the normal water edge. The eight feet wide portion of the aquatic bench closest to the shoreline shall have an average depth of six inches below the permanent pool to promote the growth of aquatic vegetation. The remainder of the aquatic bench shall be no more than fifteen inches below the permanent pool to minimize drowning risk to individuals who accidentally or intentionally enter the basin, and to limit growth of dense vegetation in a manner that allows waves and mosquito predators to pass through the vegetation. The maximum slope of the aquatic bench shall be ten (H) to one (V). The aquatic bench shall be planted with native plant species comparable to wetland vegetation that are able to withstand prolonged inundation. The use of invasive plant species is prohibited.
            3.   A forebay designed to allow larger sediment particles to settle shall be placed at basin inlets. The forebay and micropool volume shall be equal to at least ten percent of the water quality volume (WQv).
            4.   Detention basins shall be provided with an emergency drain, where practicable, so that the basin may be emptied if the primary outlet becomes clogged and/or to drain the permanent pool to facilitate maintenance. The emergency drain should be designed to drain by gravity where possible.
      (5)   Criteria for the acceptance of alternative post-construction SCMs: The applicant may request approval from the City Engineer for the use of alternative structural post-construction SCMs if the applicant shows to the satisfaction of the City Engineer that these SCMs are equivalent in pollutant removal and runoff flow/volume reduction effectiveness to those listed in Table 2. If the site is greater than five acres, or less than five acres but part of a larger common plan of development or sale which will disturb five or more acres, prior approval from the Ohio EPA is necessary. To demonstrate the equivalency, the applicant must show:
         A.   The alternative SCM has a minimum total suspended solid (TSS) removal efficiency of eighty percent, using the Level II Technology Acceptance Reciprocity Partnership (TARP) testing protocol.
         B.   The water quality volume discharge rate from the selected SCM is reduced to prevent stream bed erosion, unless there will be negligible hydrologic impact to the receiving surface water of the State. The discharge rate from the SCM will have negligible impacts if the applicant can demonstrate one of the following conditions:
            1.   The entire water quality volume is recharged to groundwater.
            2.   The development will create less than one acre of impervious surface.
            3.   The development project is a redevelopment project with an ultra-urban setting, such as a downtown area, or on a site where 100 percent of the project area is already impervious surface and the stormwater discharge is directed into an existing storm sewer system.
            4.   The stormwater drainage system of the development discharges directly into a large river of fourth order or greater or to a lake, and where the development area is less than five percent of the water area upstream of the development site, unless a TMDL has identified water quality problems in the receiving surface water of the State.
   (d)   Stormwater Quantity Control. The Comprehensive Stormwater Management Plan shall describe how the proposed SCMs are designed to meet the following requirements for stormwater quantity control for each watershed in the development:
      (1)   The peak discharge rate of runoff from the critical storm and all more frequent storms occurring under post-development conditions shall not exceed the peak discharge rate of runoff from a 1-year, 24-hour storm occurring on the same development drainage area under pre-development conditions.
      (2)   Storms of less frequent occurrence (longer return periods) than the critical storm, up to the 100-year, 24-hour storm shall have peak runoff discharge rates no greater than the peak runoff rates from equivalent size storms under pre-development conditions. The 1-, 2-, 5-, 10-, 25-, 50-, and 100-year storms shall be considered in designing a facility to meet this requirement.
      (3)   The critical storm for each specific development drainage area shall be determined as follows:
         A.   Determine, using a curve number-based hydrologic method or other hydrologic method approved by the City Engineer, the total volume (acre-feet) of runoff from a 1-year, 24-hour storm occurring on the development drainage area before and after development. These calculations shall meet the following standards:
            1.   Calculations shall include the lot coverage assumptions used for full build out as proposed.
            2.   Calculations shall be based on the entire contributing watershed to the development area.
            3.   Model pervious, directly connected impervious and disconnected impervious areas as separate subwatersheds.
            4.   Drainage area maps shall include area, curve number, time of concentrations. Time of concentration shall also show the flow path and the separation in flow type.
            5.   Rainfall depth. For the most accurate, up-to-date, location-specific rainfall data for stormwater design, use the Precipitation-Frequency Atlas of the United States, NOAA Atlas 14, Vol 2(3). available online: http://hdsc.nws.noaa.gov/hdsc/pfds/.
            6.   Temporal distribution. Use the SCS Type II rainfall distribution for all design events with a recurrence interval greater than one year. Include lot coverage assumptions used for full build out of the proposed condition.
            7.   Curve numbers for the pre-development condition shall reflect the average type of land use over the past ten years and not only the current land use.
               a.   Pre-development curve numbers. For wooded or brushy areas, use listed values from TR-55 NRCS USDA Urban Hydrology for Small Watersheds, 1986 in good hydrologic condition. For meadows, use listed values. For all other areas (including all types of agriculture), use pasture, grassland, or range in good hydrologic condition.
               b.   Post-development curve numbers. Open space areas shall use post-construction HSGs from Rainwater and Land Development unless the soil is amended after development according to the following protocol: till the subsoil to 15-18 inches, then till using a chisel, spade, or rotary tillage and incorporate compost through top twelve inches, replace topsoil to a minimum depth of four inches. All undisturbed areas or open space with amended soils shall be treated as "open space in good condition."
            8.   Time of concentration. Use velocity based methods from (TR-55 NRCS USDA Urban Hydrology in Small Watersheds, 1986) to estimate travel time (Tt) for overland (sheet) flow, shallow concentrated flow and channel flow.
               a.   Maximum sheet flow length is 100 feet.
               b.   Use the appropriate "unpaved" velocity equation for shallow concentrated flow from National Engineering Handbook – Section 4.
            9.   The volume reduction provided by permeable pavement, bioretention, or other LID SCMs may be subtracted from the post development stormwater volume. Volume reductions for these practices may be demonstrated using methods outlined in Rainwater and Land Development or a hydrologic model acceptable to the City Engineer.
         B.   To account for future post-construction improvements to the site, calculations shall assume an impervious surface such as asphalt or concrete for all parking areas and driveways, regardless of the surface proposed in the site description except in instances of engineered permeable pavement systems. From the volume determined in subsection (d)(3)A. hereof determine the percent increase in volume of runoff due to development. Using the percentage, select the 24-hour critical storm from Table 3.
Table 3: 24-Hour Critical Storm
If the Percentage of Increase in Volume of Runoff is:
The Critical Storm
will be:
Equal to or Greater Than:
and Less Than:
----
10
1 year
10
20
2 year
20
50
5 year
50
100
10 year
100
250
25 year
250
500
50 year
500
---
100 year
For example, if the percent increase between the pre- and post-development runoff volume for a 1-year storm is 35%, the Critical Storm is a 5-year storm. The peak discharge rate of runoff for all storms up to this frequency shall be controlled so as not to exceed the peak discharge rate from the 1-year frequency storm under pre-development conditions in the development drainage area. The post-development runoff from all less frequent storms need only be controlled to meet pre-development peak discharge rates for each of those same storms.
 
   (e)   Stormwater Management on Redevelopment Projects.
      (1)   Comprehensive Stormwater Management Plans for redevelopment projects must accomplish one of the following options:
         A.   Reduce existing site impervious areas by at least twenty percent, a one-for-one credit towards the twenty percent net reduction of impervious area can be obtained through the use green roofs.
         B.   Infiltrate at least twenty percent of the WQv.
         C.   Capture, treat and release twenty percent of the WQv.
      (2)   When a combination of impervious area reduction and stormwater quality control facilities are used, ensure a twenty percent net reduction of the site impervious area, provide for treatment of at least twenty percent of the WQv, or a combination of the two.
      (3)   Where projects are a combination of new development and redevelopment, the total water quality volume required to be treated shall be calculated by a weighted average based on acreage, with the new development at 100 percent water quality volume and redevelopment at twenty percent.
      (4)   Where conditions prevent impervious area reduction or on-site stormwater management for redevelopment projects, practical alternatives as detailed in Section 1179.10 may be approved by the City Engineer.
(Ord. 2016-64. Passed 12-20-16.)

1179.10 ALTERNATIVE ACTIONS.

   (a)   When the City determines that site constraints compromise the intent of this regulation, off-site alternatives may be used that result in an improvement of water quality and a reduction of stormwater quantity. Such alternatives shall meet the following standards:
      (1)   Shall achieve the same level of stormwater quantity and quality control that would be achieved by the on-site controls required under this regulation.
      (2)   Implemented in the same Hydrologic Unit Code (HUC) 12 watershed unit as the proposed development project.
      (3)   The mitigation ratio of the water quality volume is 1.5 to 1 or the water quality volume at the point of retrofit, whichever is greater.
      (4)   An inspection and maintenance agreement as described in Section 1179.08(d)(10) is established to ensure operations and treatment in perpetuity.
      (5)   Obtain prior written approval from Ohio EPA.
   (b)   Alternative actions may include, but are not limited to the following. All alternative actions shall be approved by the City Engineer:
      (1)   Fees, in an amount specified by the City to be applied to community-wide SCMs.
      (2)   Implementation of off-site SCMs and/or the retrofit of an existing practice to increase quality and quantity control.
      (3)   Stream, floodplain, or wetland restoration.
      (4)   Acquisition or conservation easements on protected open space significantly contributing to stormwater control such as wetland complexes.
(Ord. 2016-64. Passed 12-20-16.)

1179.11 EASEMENTS.

   Access to SCMs as required by the City Engineer for inspections and maintenance shall be secured by easements. The following conditions shall apply to all easements:
   (a)   Easements shall be included in the Inspection and Maintenance Agreement submitted with the Comprehensive Stormwater Management Plan.
   (b)   Easements shall be approved by the City prior to approval of a final plat and shall be recorded with the Lake County Auditor and on all property deeds.
   (c)   Unless otherwise required by the City Engineer, access easements between a public right-of-way and all SCMs shall be no less than 25-feet wide. The easement shall also incorporate the entire practice plus an additional 25-foot wide band around the perimeter of the SCM.
   (d)   The easement shall be graded and/or stabilized as necessary to allow maintenance equipment to access and manipulate around and within each facility, as defined in the Inspection and Maintenance Agreement for the site.
   (e)   Easements to structural SCMs shall be restricted against the construction therein of buildings, fences, walls, and other structures that may obstruct the free flow of stormwater and the passage of inspectors and maintenance equipment; and against the changing of final grade from that described by the final grading plan approved by the City. Any re-grading and/or obstruction placed within a maintenance easement may be removed by the City at the property owners' expense.
(Ord. 2016-64. Passed 12-20-16.)

1179.12 MAINTENANCE AND FINAL INSPECTION APPROVAL.

   To receive final inspection and acceptance of any project, or portion thereof, the following must be completed by the applicant and provided to the City Engineer:
   (a)   Final stabilization must be achieved and all permanent SCMs must be installed and made functional, as determined by the City Engineer and per the approved Comprehensive Stormwater Management Plan.
   (b)   An As-Built Certification, including As-Built Survey and Inspection, must be sealed, signed and dated by a professional engineer and a professional surveyor with a statement certifying that the stormwater control measures, as designed and installed, meet the requirements of the Comprehensive Stormwater Management Plan approved by the City Engineer. In evaluating this certification, the City Engineer may require the submission of a new set of stormwater practice calculations if he/she determines that the design was altered significantly from the approved Comprehensive Stormwater Management Plan. The As-Built Survey must provide the location, dimensions, and bearing of such practices and include the entity responsible for long-term maintenance as detailed in the Inspection and Maintenance Agreement.
   (c)   A copy of the complete and recorded Inspection and Maintenance Plan and Inspection and Maintenance Agreement as specified in Section 1179.08 must be provided to the City Engineer.
(Ord. 2016-64. Passed 12-20-16.)

1179.13 ON-GOING INSPECTIONS.

   The owner shall inspect SCMs regularly as described in the Inspection and Maintenance Plan and Inspection and Maintenance Agreement. The City has the authority to enter upon the property to conduct inspections as necessary, with prior notification of the property owner, to verify that the SCMs are being maintained and operated in accordance with this regulation. Upon finding a malfunction or other need for maintenance or repair, the City shall provide written notification to the responsible party, as detailed in the Inspection and Maintenance Agreement, of the need for maintenance. Upon notification, the responsible party shall have five working days, or other mutually agreed upon time, to makes repairs or submit a plan with detailed action items and established timelines. Should repairs not be made within this time, or a plan approved by the City Engineer for these repairs not in place, the City may undertake the necessary repairs and assess the responsible party.
(Ord. 2016-64. Passed 12-20-16.)

1179.14 FEES.

   The Comprehensive Stormwater Management Plan review, filing, and inspection fee is part of a complete submittal and is required to be submitted to the City before the review process begins. The City Engineer shall establish a fee schedule based upon the actual estimated cost for providing these services.
(Ord. 2016-64. Passed 12-20-16.)

1179.15 BOND.

   (a)   If a Comprehensive Stormwater Management Plan is required by this regulation, soil-disturbing activities shall not be permitted until a cash bond of five percent of the total project cost has been deposited with the City Finance Department. This bond shall be posted 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 stormwater bond will be returned, less City administrative fees as detailed in Chapter 1169, when the following three criteria are met:
      (1)   After eighty percent of the lots of the project have been complete or 100 percent of the total project has been permanently stabilized or three years from the time of permanent stabilization have passed.
      (2)   An As-Built Inspection of all stormwater control measures as described in Section 1179.12 is approved by the City Engineer.
      (3)   An Inspection and Maintenance Plan has been approved by the City and Inspection and Maintenance Agreement has been signed by the developer, the contractor, the City, and the private owner or homeowners association who will take long term responsibility for these SCMs, is accepted by the City Engineer.
   (b)   Once these criteria are met, the applicant shall be reimbursed all bond monies that were not used for any part of the project. If all of these criteria are not met after three years of permanent stabilization of the site, the City may use the bond monies to fix any outstanding issues with all stormwater management structures on the site and the remainder of the bond shall be given to the private lot owner/ homeowners association for the purpose of long term maintenance of the project.
(Ord. 2016-64. Passed 12-20-16.)

1179.16 INSTALLATION OF WATER QUALITY STORMWATER CONTROL MEASURES.

   The applicant may not direct runoff through any water quality structures or portions thereof that would be degraded by construction site sediment until the entire area tributary to the structure has reached final stabilization as determined by the City Engineer. This occurs after the completion of the final grade at the site, after all of the utilities are installed, and the site is subsequently stabilized with vegetation or other appropriate methods. The developer must provide documentation acceptable to the City Engineer to demonstrate that the site is completely stabilized. Upon this proof of compliance, the water quality structure(s) may be completed and placed into service. Upon completion of installation of these practices, all disturbed areas and/or exposed soils caused by the installation of these practices must be stabilized within two days.
(Ord. 2016-64. Passed 12-20-16.)

1179.17 VIOLATIONS.

   No person shall violate or cause or knowingly permit to be violated any of the provisions of this regulation, or fail to comply with any of such provisions or with any lawful requirements of any public authority made pursuant to this regulation, or knowingly use or cause or permit the use of any lands in violation of this regulation or in violation of any permit granted under this regulation.
(Ord. 2016-64. Passed 12-20-16.)

1179.18 APPEALS.

   Any person aggrieved by any order, requirement, determination, or any other action or inaction by the City in relation to this regulation may appeal to the court of common pleas. Such an appeal shall be made in conformity with Ohio R.C. Chapter 2506. Written notice of appeal shall be served on the City.
(Ord. 2016-64. Passed 12-20-16.)

1179.99 PENALTY.

   (a)   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 sixty 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.
   (b)   The imposition of any other penalties provided herein shall not preclude the City 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. 2016-64. Passed 12-20-16.)

1180.01 PURPOSE AND SCOPE.

   (a)   The purpose of this chapter and its 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.
   (b)   This regulation will:
      (1)   Allow development while minimizing increases in erosion and sedimentation.
      (2)   Reduce water quality impacts to receiving water resources that may be caused by new development or redevelopment activities.
   (c)   This regulation applies to all parcels used or being developed, either wholly or partially, for new or relocated projects involving highways, underground cables, or pipelines; 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. 2016-64. Passed 12-20-16.)

1180.02 DEFINITIONS.

   For purpose of this chapter and its regulation, the following terms shall have the meaning herein indicated:
   (a)   “Abbreviated Erosion and Sediment Control Plan (Abbreviated SWP3).” The written document that sets forth the plans and practices to be used to meet the requirements of this regulation.
   (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) and/or stormwater 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.” The City of Willowick, its designated representatives, boards, or commissions.
   (g)   “Concentrated stormwater runoff.” Any stormwater 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)   “Critical area.” Any area the disturbance of which would cause soil erosion and sediment runoff and damage to private properties, water courses, storm sewers or public lands due to topography, soil type, hydrology, or proximity to a water course. These areas include, but are not limited to, riparian areas, wetlands, and highly erodible soils.
   (j)   “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.
   (k)   “Dewatering volume.” See current Ohio Rainwater and Land Development Manual.
   (l)   “Discharge.” The addition of any pollutant to surface waters of the State from a point source.
   (m)   “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.
   (n)   “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.
   (o)   “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 of subsurface drains.
   (p)   “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.
   (q)   “Drainage way.” A natural or man-made channel, ditch, or waterway that conveys surface water in a concentrated manner by gravity.
   (r)   “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.
   (s)   “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.
   (t)   “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.
   (u)   “Final stabilization.” All soil disturbing activities at the site have been completed and a uniform perennial vegetative cover with a density of at least eighty percent 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) stormwater control measures (SCMs).
   (v)   “Grading.” The excavating, filling, or stockpiling of earth material, or any combination thereof, including the land in its excavated or filled condition.
   (w)   “Grubbing.” The removal or grinding of roots, stumps and other unwanted material below existing grade.
   (x)   “Impervious.” That which does not allow infiltration.
   (y)   “Landscape architect.” A professional landscape architect registered in the State of Ohio.
   (z)   “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.
   (aa)   “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 CFR 122.34.
   (bb)   “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 Section 208 of the Federal Water Pollution Control Act that discharges into surface waters of the State;
      (2)   Designed or used for collecting or conveying solely stormwater;
      (3)   Which is not a combined sewer; and
      (4)   Which is not a part of a publicly owned treatment works.
   (cc)   “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 sections 307, 402, 318, 405 under the Clean Water Act.
   (dd)   “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 Stormwater 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).
   (ee)   “Owner or operator.” The owner or operator of any "facility or activity" subject to regulation under the NPDES program.
   (ff)   “Subdivisions, major and minor.” See Ohio Administrative Code 711.001 for definition.
   (gg)   “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.
   (hh)   “Percent imperviousness.” The impervious area created divided by the total area of the project site.
   (ii)   “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.
   (jj)   “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.
   (kk)   “Phasing.” The clearing of a parcel of land in distinct sections, with the stabilization of each section before the clearing of the next.
   (ll)   “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 stormwater runoff.
   (mm)   “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.
   (nn)   “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.
   (oo)   “Professional engineer.” A professional engineer registered in the State of Ohio.
   (pp)   “Qualified inspection personnel.” A person knowledgeable in the principles and practice of erosion and sediment controls, and who possess the skills to assess all conditions at the construction site that could impact stormwater quality and to assess the effectiveness of any sediment and erosion control measure selected to control the quality of stormwater discharges from the construction activity.
   (qq)   “Rainwater and Land Development.” Ohio's standards for stormwater management, land development, and urban stream protection. The most current edition of these standards shall be used with this regulation.
   (rr)   “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.
   (ss)   “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.
   (tt)   “Runoff coefficient.” The fraction of rainfall that will appear at the conveyance as runoff.
   (uu)   “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.
   (vv)   “Sedimentation.” The deposition or settling of sediment.
   (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)   “Setback.” A designated transition area around water resources that is left in a natural, usually vegetated, state to protect the water resources from runoff pollution. Soil disturbing activities in this area are restricted by this regulation.
   (zz)   “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.
   (aaa)   “Soil & Water Conservation District.” An entity organized under Ohio R.C. Chapter 1515 referring to either the Soil and Water Conservation District Board or its designated employee(s). Hereafter referred to as Lake County Soil and Water Conservation District (LCSWCD).
   (bbb)   “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.
   (ccc)   “Steep slopes.” Slopes that are fifteen percent or greater in grade.
   (ddd)   “Stormwater 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.
   (eee)   “Stormwater.” Stormwater runoff, snow melt and surface runoff and drainage.
   (fff)   “Surface outlet.” A dewatering device that only draws water from the surface of the water.
   (ggg)   “Surface water 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. Section 6111.01 are not included.
   (hhh)   “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.
   (iii)   “Topsoil.” The upper layer of the soil that is usually darker in color and richer in organic matter and nutrients than subsoil.
   (jjj)   “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.
   (kkk)   “Unstable soils.” A portion of land that is identified by the City 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 low soil strength.
   (lll)   “Water quality volume (WQv).” The volume of stormwater runoff which must 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.
   (mmm)   “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.
   (nnn)   “Watershed.” The total drainage area contributing runoff to a single point.
   (ooo)   “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. 2016-64. Passed 12-20-16.)

1180.03 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. 2016-64. Passed 12-20-16.)

1180.04 CONFLICTS, SEVERABILITY, NUISANCES AND RESPONSIBILITY.

   (a)   Where this regulation is in conflict with other provisions of law or ordinance, 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 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. 2016-64. Passed 12-20-16.)

1180.05 DEVELOPMENT OF STORMWATER 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.
   (b)   The following activities shall submit an Abbreviated SWP3:
      (1)   New single-family residential construction. If such activities disturb one acre or more, or are part of a larger common plan of development or sale disturbing one acre or more, a full SWP3 and compliance with the Ohio EPA Construction General Permit are required.
      (2)   Additions or accessory buildings for single-family residential construction. If such activities disturb one acre or more, or are part of a larger common plan of development or sale disturbing one acre or more, a full SWP3 and compliance with the Ohio EPA Construction Site General Permit are required.
      (3)   All non-residential construction on parcels of less than one acre.
      (4)   General clearing activities not related to construction. If such activities disturb one acre or more, or are part of a larger common plan of development or sale disturbing one acre or more, compliance with the Ohio EPA Construction Site General Permit and a full SWP3 are required.
   (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 must comply with all other provisions of this regulation.
(Ord. 2016-64. Passed 12-20-16.)

1180.06 APPLICATION PROCEDURES

   (a)   Soil Disturbing Activities Submitting a Stormwater Pollution Prevention Plan (SWP3). The applicant shall submit two sets of the SWP3 and the applicable fees to the City and two sets of the SWP3 and the applicable fees to the LCSWCD 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 permit by the Zoning Inspector.
      (3)   For general clearing projects. Prior to issuance of a zoning permit by the Zoning Inspector.
   (b)   Soil Disturbing Activities Submitting an Abbreviated Stormwater Pollution Prevention Plan (SWP3). The applicant shall submit two sets of the Abbreviated SWP3 and the applicable fees to the City and two sets of the Abbreviated SWP3 and the applicable fees to the LCSWCD as follows:
      (1)   For single-family home construction. Before issuance of a zoning permit by the Zoning Inspector.
      (2)   For other construction projects. Before issuance of a zoning permit by the Zoning Inspector.
      (3)   For general clearing projects. Prior to issuance of a zoning permit by the Zoning Inspector.
   (c)   The City Engineer and the LCSWCD shall review the plans submitted under Section 1180.06(a) or (b) for conformance with this regulation and approve, or return for revisions with comments and recommendations for revisions. A plan rejected because of deficiencies shall receive a narrative report stating specific problems and the procedures for filing a revised plan.
   (d)   Soil disturbing activities shall not begin and zoning permits shall not be issued without:
      (1)   Approved SWP3 or Abbreviated SWP3;
      (2)   Installation of erosion and sediment controls; and
      (3)   Physical marking in the field of protected areas or critical areas, including wetlands and riparian areas.
   (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 Public Service Administrator 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 Public Service Administrator.
   (g)   Approvals issued in accordance with this regulation shall remain valid for one year from the date of approval.
(Ord. 2016-64. Passed 12-20-16.)

1180.07 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 that are required to show proof of compliance with these State and Federal regulations shall be submitted with SWP3s or Abbreviated SWP3s.
   (a)   Ohio EPA NPDES Permits Authorizing Stormwater Discharges Associated with Construction Activity or the Most Current Version Thereof. 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, or a letter from the site owner certifying and explaining why the NPDES Permit is not applicable.
   (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. 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 an application is made under this regulation.
   (c)   Ohio EPA Isolated Wetland Permit. Proof of compliance shall be a copy of Ohio EPA's Isolated Wetland Permit 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 is not applicable. 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 Engineer's 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, and provide documentation.
      (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 an application is made under 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. 2016-64. Passed 12-20-16.)

1180.08 STORMWATER POLLUTION PREVENTION PLAN (SWP3).

   (a)   In order to control sediment pollution of water resources, the applicant shall submit a SWP3 in accordance with the requirements of this regulation.
   (b)   The SWP3 shall include Best Management Practices (BMPs) and stormwater control measures (SCMs) adequate to prevent pollution of public waters by soil sediment from accelerated storm water runoff from development areas.
   (c)   The SWP3 shall be certified by a professional engineer, a registered surveyor, certified professional erosion and sediment control specialist, or a registered landscape architect.
   (d)   The SWP3 shall be amended whenever there is a change in design, construction, operation or maintenance, which has a significant effect on the potential for the discharge of pollutants to surface waters of the State or if the SWP3 proves to be ineffective in achieving the general objectives of controlling pollutants in stormwater discharges associated with construction activity.
   (e)   The SWP3 shall incorporate measures as recommended by the most current online edition of Rainwater and Land Development as published by the Ohio Environmental Protection Agency and shall include the following information:
      (1)   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 start and completion dates for construction.
      (2)   A copy of the permit requirements (attaching a copy of the current Ohio EPA NPDES Construction General Permit is acceptable).
      (3)   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 (e.g., grubbing, clearing, excavation, filling or grading, including off-site borrow areas).
         C.   An estimate of the impervious area and percent of imperviousness created by the land disturbance.
         D.   A calculation of the run-off coefficients for both the pre-construction and post-construction site conditions.
         E.   Existing data describing the soil and, if available, the quality of any known pollutant discharge from the site such as that which may result from previous contamination caused by prior land uses.
         F.   A description of prior land uses at the site.
         G.   An implementation schedule which describes the sequence of major soil-disturbing operations (e.g., grubbing, excavating, grading, utilities and infrastructure installation) and the implementation of erosion and sediment controls to be employed during each operation of the sequence.
         H.   The location and name of the immediate receiving stream or surface water(s) and the first subsequent receiving water(s) and the aerial 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 a municipal separate storm sewer system (MS4), the point of discharge to the MS4 and the location where the MS4 ultimately discharges to a water resource shall be indicated.
         I.   List TMDLs applicable for the site and demonstrate that appropriate BMPs or stormwater control measures (SCMs) have been selected to address these phosphorus, nitrogen, habitat, bacteria, and TSS TMDLs.
         J.   For subdivided developments, a detailed drawing of a typical individual lot showing standard individual lot erosion and sediment control practices. This does not remove the responsibility to designate specific erosion and sediment control practices in the SWP3 for areas such as steep slopes, stream banks, drainage ways, and riparian zones.
         K.   Location and description of any stormwater discharges associated with dedicated asphalt and dedicated concrete plants associated with the development area and the best management practices to address pollutants in these stormwater discharges.
         L.   A log documenting grading and stabilization activities as well as amendments to the SWP3, which occur after construction activities commence.
         M.   Each temporary and permanent stormwater practice shall be designated with an individual identification number.
         N.   Site map showing:
            1.   Limits of soil-disturbing activity of the site, including off site spoil and borrow areas.
            2.   Soils types should be depicted for all areas of the site, including locations of unstable or highly erodible soils.
            3.   Existing and proposed one-foot contours. This must 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 stormwater 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 are 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 stormwater 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, stormwater runoff, and snow melt.
            14.   Measures to prevent and respond to chemical spills and leaks. Applicants may also reference the existence of other plans (e.g., 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.
      (4)   A soils engineering report. The City Engineer may require the SWP3 to include a Soils Engineering Report based upon his/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 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 is completed.
         E.   Design criteria for corrective measures when necessary.
         F.   Opinions and recommendations covering the stability of the site.
(Ord. 2016-64. Passed 12-20-16.)

1180.09 PERFORMANCE STANDARDS.

   The SWP3 must contain a description of the controls appropriate for each construction operation and the applicant must implement such controls. The SWP3 must clearly describe for each major construction activity the appropriate control measures; the general sequence during the construction process under which the measures will be implemented; and the contractor responsible for implementation (e.g., contractor A will clear land and install perimeter controls and contractor B will maintain perimeter controls until final stabilization).
   The approved SWP3, and the sediment and erosion controls, and non-sediment pollution controls contained therein, shall be implemented upon the commencement of construction. Perimeter controls must be installed two working days prior to commencement of construction. The approved plan must be implemented until the site reaches final stabilization. All properties adjacent to the site of soil-disturbing activity shall be protected from soil erosion and sediment run-off and damage, including, but not limited to, private properties, natural and artificial waterways, wetlands, storm sewers and public lands.
   It is the owner's responsibility to maintain current records of contractor(s) responsible for implementation the SWP3 and providing that information to Public Service Administrator. The SWP3 shall identify all subcontractors engaged in activities that could impact stormwater runoff. The SWP3 shall contain signatures from all of the identified subcontractors indicating that they have been informed and understand their roles and responsibilities in complying with the SWP3. The applicant shall review the SWP3 with the primary contractor prior to commencement of construction activities and keep a SWP3 training log to demonstrate that this review had occurred.
   Erosion and sediment controls shall be designed, installed and maintained effectively to minimize the discharge of pollutants during the course of earth disturbing activities. The controls shall include the following minimum components:
   (a)   Non-structural Preservation Measures. The SWP3 must make use of practices that preserve the existing natural condition to the maximum extent practicable. Such practices may include preserving riparian areas, preserving existing vegetation and vegetative buffer strips, phasing of construction operations in order to minimize the amount of disturbed land at any one time, minimizing disturbance of steep slopes, designation of tree preservation areas or other protective clearing or grubbing practices. Soil compaction shall be minimized and, unless infeasible, topsoil shall be preserved. Provide and maintain a fifty-foot buffer of undisturbed natural vegetation around surface waters of the State, or riparian or wetland setbacks, if applicable, whichever is greater, unless maintaining this buffer is infeasible (e.g., stream crossings for roads or utilities, or for channel and floodplain rehabilitation and restoration). Direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration.
   (b)   Erosion Control Practices. The SWP3 must make use of erosion controls that are capable of providing cover over disturbed soils. The amount of soil exposed during construction activity shall be minimized. A description of control practices designed to restabilize disturbed areas after grading or construction shall be included in the SWP3. The SWP3 must provide specifications for stabilization of all disturbed areas of the site and provide guidance as to which method of stabilization will be employed for any time of the year. Such practices may include: temporary seeding, permanent seeding, mulching, matting, sod stabilization, vegetative buffer strips, phasing of construction operations, the use of construction entrances, and the use of alternative ground cover.
   (c)   Erosion control practices must meet the following requirements:
      (1)   Stabilization. Disturbed areas must be stabilized as specified in Tables 1 and 2 below.
 
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 final grade.
Within 2 days of reaching final grade.
Any other areas at final grade.
Within 7 days of reaching final 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 final 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 must 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 must be employed.
 
      (2)   Permanent stabilization of conveyance channels. Applicants shall undertake special measures to stabilize channels and outfalls and prevent erosive flows. Measures may include seeding, dormant seeding, mulching, erosion control matting, sodding, riprap, natural channel design with bioengineering techniques, or rock check dams, all as defined in the most recent edition of Rainwater and Land Development or the Field Office Technical Guide available at www.nrcs.usda.gov/technical/efotg/.
   (d)   Runoff Control Practices. The SWP3 shall incorporate measures that control the volume and velocity of stormwater runoff within the site to prevent erosion. Peak flow rates and total stormwater volume shall be controlled to minimize erosion and outlets, downstream channel and streambank erosion. Such practices may include rock check dams, pipe slope drains, diversions to direct flow away from exposed soils and protective grading practices. These practices shall divert runoff away from disturbed areas and steep slopes where practicable. Velocity dissipation devices shall be placed at discharge locations and along the length of any outfall channel to provide non-erosive flow velocity from the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected.
   (e)   Sediment Control Practices. The SWP3 shall include a description of, and detailed drawings for, all structural practices that shall store runoff, allowing sediments to settle and/or divert flows away from exposed soils or otherwise limit runoff from exposed areas to minimize sediment discharges from the site. Structural practices shall be used to control erosion and trap sediment from a site remaining disturbed for more than fourteen days. Such practices may include, among others: sediment settling ponds, silt fences, storm drain inlet protection, and earth diversion dikes or channels which direct runoff to a sediment settling pond. The design, installation and maintenance of erosion and sediment controls shall address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. All sediment control practices must be capable of ponding runoff in order to be considered functional. Earth diversion dikes or channels alone are not considered a sediment control practice unless used in conjunction with a sediment settling pond. Sediment control practices must meet the following requirements:
      (1)   Timing. Sediment control structures shall be functional throughout the course of earth disturbing activity. Sediment basins and perimeter sediment barriers shall be implemented prior to grading and within seven days from the start of grubbing. They shall continue to function until the up slope development area is restabilized. As construction progresses and the topography is altered, appropriate controls must be constructed or existing controls altered to address the changing drainage patterns.
      (2)   Sediment settling ponds:
         A.   A sediment settling pond, or equivalent best management practice upon approval from the City Engineer and/or the LCSWCD, is required for any one of the following conditions:
            1.   Concentrated stormwater runoff.
            2.   Runoff from drainage areas which exceeds the design capacity of silt fence (see Table 3), inlet protection, or other sediment barriers.
            3.   Runoff from common drainage locations with ten or more acres of disturbed land.
         B.   Sediment settling ponds shall be provided in the form of a sediment trap or sediment basin as defined in the latest edition of Rainwater and Land Development. The maximum allowable contributing drainage area to a sediment trap shall be limited to less than five acres. Contributing drainage areas of five acres or more shall be treated with a sediment basin. An equivalent best management practice may be utilized upon approval from the City.
         C.   The sediment-settling pond shall provide both a sediment storage zone and a dewatering zone. The volume of the dewatering zone shall be at least 1,800 cubic feet of storage per acre of total contributing drainage area. The dewatering structure of sediment basins shall be designed to have a minimum forty-eight-hour drain time, and, unless infeasible, be designed to always withdraw runoff from the surface of the pond throughout the storm cycle. As such, a skimmer discharge device consistent with Rainwater and Land Development shall be provided to dewater sediment basins. Sediment traps shall also provide both a sediment storage zone and dewatering zone, but the outlet structure shall be constructed consistent with the specifications contained in the latest edition of Rainwater and Land Development.
         D.   When post-construction detention/water quality ponds are to be used as temporary sediment trapping BMPs, a skimmer discharge device consistent with Rainwater and Land Development shall be utilized during construction phase and until the site is deemed permanently stabilized by the City.
         E.   The skimmer shall be designed per the equivalent requirements of sediment basins and the operator must ensure that the outlet structure of the pond provides an equivalent or better sediment storage zone and dewatering zone. As such, temporarily while the site is under construction, there shall be no discharge of runoff below the elevation required for the sediment storage zone and the discharge of stormwater within the dewatering zone shall only occur through the skimmer.
         F.   The volume of the sediment storage zone shall be calculated by one of the following methods:
            1.   Method 1: The volume of the sediment storage zone shall be 1000ft3 per disturbed acre within the watershed of the basin.
            2.   Method 2: The volume of the sediment storage zone shall be the volume necessary to store the sediment as calculated with RUSLE or other generally accepted erosion prediction model.
         G.   When determining the total contributing drainage area, off-site areas and areas which remain undisturbed by construction activity must be included unless runoff from these areas is diverted away from the sediment settling pond and is not co-mingled with sediment-laden runoff. The depth of the dewatering zone must be less than or equal to five feet. The configuration between the inlets and the outlet of the sediment-settling pond must provide at least two units of length for each one unit of width 2:1 length-to-width ratio; however, a length to width ratio of 4:1 is recommended. Sediment must be removed from the sediment-settling pond when the design capacity of the sediment storage zone has been completely filled by sediment accumulations. This limit is typically reached when sediment occupies one-half of the basin depth. When designing sediment settling ponds, the applicant must consider public safety, especially as it relates to children, as a design factor for the sediment basin and alternative sediment controls must be used where site limitations would preclude a safe design. The use of a combination of sediment and erosion control measures in order to achieve maximum pollutant removal is encouraged.
      (3)   Silt fence and diversions. Sheet flow runoff from denuded areas shall be intercepted by silt fence or diversions to protect adjacent properties and water resources from sediment transported via sheet flow. Where intended to provide sediment control, silt fence shall be placed on a level contour and shall be capable of temporarily ponding runoff. The relationship between the maximum drainage area to silt fence for a particular slope range is shown in Table 3 below. Placing silt fence in a parallel series does not extend the size of the permissible drainage area.
 
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%
 
      (4)   Alternative perimeter controls for sheet flow discharges may be considered by the City, but their use shall not exceed the limitations indicated in Table 3 above. Detail drawings and plan notes shall specify the diameter of filter socks, compost berms and other such alternative perimeter controls if used instead of silt fence.
      (5)   Stormwater diversion practices shall be used to keep runoff away from disturbed areas and steep slopes. Such devices, which include swales, dikes or berms, may receive storm water runoff from areas up to ten acres.
      (6)   Inlet protection. Erosion and sediment control practices, such as boxed inlet protection, shall be installed to minimize sediment-laden water entering active storm drain systems. All inlets receiving runoff from drainage areas of one or more acres will require a sediment settling pond. Straw or hay bales and filter socks around catch basins are not acceptable forms of inlet protection.
      (7)   Off-site tracking of sediment and dust control.
         A.   Best management practices must be implemented to ensure sediment is not tracked off-site and that dust is controlled. These best management practices 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, placed over a geotextile fabric, and constructed in conformance with specifications in the most recent edition of Rainwater and Land Development.
            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.
         B.   Based on site conditions, City Engineer and/or the LCSWCD may require additional best management practices to control off site tracking and dust. These additional BMPs may include:
            1.   Fencing shall be installed around the perimeter of the development area to ensure that all vehicle traffic adheres to designated construction entrances.
            2.   Designated vehicle and wheel-washing areas. Wash water from these areas must be directed to a designated sediment trap, the sediment-settling pond, or to a sump pump for dewatering in conformance with subsection (g) hereof. No surfactants or detergents may be used to wash vehicles.
            3.   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 LCSWCD 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.
      (8)   Surface waters of the State protection. Construction vehicles shall avoid water resources. A fifty foot undisturbed natural buffer shall be provided around surface waters of the State unless infeasible. If it is infeasible to provide and maintain an undisturbed fifty-foot natural buffer, the SWP3 shall comply with the stabilization requirements in subsection (c)(1) hereof for areas within fifty feet of a surface water or riparian or wetland setbacks if applicable, whichever is greater; and minimize soil compaction and, unless infeasible, preserve topsoil. If a riparian or wetland setback is greater than fifty feet, no disturbance of natural vegetation shall occur within the riparian or wetland setback unless a variance to the riparian or wetland setback regulation has been granted. If the applicant is permitted to disturb areas within fifty feet of a water resource, the following conditions shall be addressed in the SWP3:
         A.   All BMPs and stream crossings shall be designed as specified in the most recent edition of Rainwater and Land Development.
         B.   Structural practices shall be designated and implemented on site to protect water resources from the impacts of sediment runoff.
         C.   No structural sediment controls (e.g., the installation of silt fence or a sediment settling pond in-stream) shall be used in water resources or wetlands.
         D.   Where stream crossings for roads or utilities are necessary and permitted, the project shall be designed such that the number of stream crossings and the width of the disturbance are minimized.
         E.   Temporary stream crossings shall be constructed if water resources or wetlands will be crossed by construction vehicles during construction.
         F.   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.
         G.   Concentrated stormwater runoff from BMPs to natural wetlands shall be converted to diffuse flow through the use of level spreaders or other such appropriate measure before the runoff enters the wetlands. The flow should be released such that no erosion occurs downslope. Level spreaders may need to be placed in series to ensure non-erosive velocities.
         H.   Protected areas or critical areas, including wetlands and riparian areas shall be physically marked in the field prior to earth disturbing activities.
         I.   Concentrated stormwater runoff from BMPs to natural wetlands shall be converted to diffuse flow through the use of level spreaders or other such appropriate measures before the runoff enters the wetlands. The flow should be released such that no erosion occurs downslope. Level spreaders may need to be placed in series to ensure non-erosive velocities.
      (9)   Modifying controls. If periodic inspections or other information indicates a control has been used inappropriately or incorrectly, the applicant shall replace or modify the control for site conditions.
   (f)   Non-sediment Pollutant Controls. No solid or liquid waste, including building materials, shall be discharged in stormwater runoff. The applicant must implement site best management practices to prevent toxic materials, hazardous materials, or other debris from entering water resources, wetlands or the MS4. These practices shall include but are not limited to the following:
      (1)   Waste materials. A covered dumpster shall be made available for the proper disposal of garbage, plaster, drywall, grout, gypsum, and other waste materials.
      (2)   Concrete truck wash out. The washing of concrete material into a street, catch basin, other public facility, natural resource or water of the State is prohibited. A designated area for concrete washout shall be made available.
      (3)   Disposal of other wastewaters. The discharge of washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials to a street, catch basin, other public facility, natural resource or waters of the State is prohibited. The discharge of soaps or solvents used in vehicle and equipment washing is also prohibited. If generated, these wastewaters must be collected and disposed of properly.
      (4)   Fuel/liquid tank storage. All fuel/liquid tanks and drums shall be stored in a marked storage area. A dike shall be constructed around this storage area with a minimum capacity equal to 110 percent of the volume of the largest containers in the storage area and/or a spill kit shall be provided to clean up spills. The ESC Plan shall contain spill prevention and response procedures and these procedures shall be discussed at the pre-construction meeting.
      (5)   Toxic or hazardous waste disposal. Any toxic or hazardous waste shall be disposed of properly. The discharge of fuels, oils, and other pollutants used in vehicle and equipment operation and maintenance is prohibited.
      (6)   Contaminated soils disposal and runoff. Discovery of previously unknown contaminated soils onsite shall be self-reported to Ohio EPA and local authorities. Contaminated soils from redevelopment sites shall be disposed of properly. Runoff from contaminated soils shall not be discharged from the site. Proper permits shall be obtained for development projects on solid waste landfill sites or redevelopment sites. Where construction activities are to occur on sites with contamination from previous activities, operators shall be aware that concentrations of materials that meet other criteria (i.e. not considered a hazardous waste, meeting Voluntary Action Program (VAP standards)) may still result in stormwater discharges in excess of Ohio Water Quality Standards. Such discharges are not authorized by this code. Control measures which may be utilized to meet this requirement include, but are not limited to:
         A.   Use berms, trenches, pits or tanks to collect contaminated runoff and prevent discharge.
         B.   Pump runoff from contaminated soils to the sanitary sewer with the prior approval of the sanitary sewer system operator, or pump into a container for transport to an appropriate treatment or disposal facility; and
         C.   Cover areas of contamination with tarps, daily cover or other such methods to prevent storm water from coming into contact with contaminated materials.
      (7)   The SWP3 must include methods to minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, and sanitary waste to precipitation, stormwater runoff, and snow melt. The SWP3 shall include 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.
   (g)   Compliance with Other Requirements. The SWP3 shall be consistent with applicable State and/or local waste disposal, sanitary sewer, or septic system regulations, including provisions prohibiting waste disposal by open burning, and shall provide for the proper disposal of contaminated soils located within the development area.
   (h)   Trench and Ground Water Control. There shall be no sediment-laden or turbid discharges to water resources or wetlands resulting from dewatering activities. If trench or ground water contains sediment, it must pass through a sediment-settling pond or other equally effective sediment control device, prior to being discharged from the construction site. Alternatively, sediment may be removed by settling in place or by dewatering into a sump pit, filter bag or comparable practice. Ground water dewatering which does not contain sediment or other pollutants is not required to be treated prior to discharge. However, care must be taken when discharging ground water to ensure that it does not become pollutant-laden by traversing over disturbed soils or other pollutant sources.
   (i)   Internal Inspections.
      (1)   All controls on the site shall be inspected at least once every seven calendar days and within twenty-four hours after any storm event greater than one-half inch of rain per twenty-four hour period. The inspection frequency may be reduced to at least once every month if the entire site is temporarily stabilized or runoff is unlikely due to weather conditions (e.g., site is covered with snow, ice, or the ground is frozen). A waiver of inspection requirements is available until one month before thawing conditions are expected to result in a discharge if prior written approval has been attained from the Public Service Director and/or the LCSWCD and all of the following conditions are met:
         A.   The project is located in an area where frozen conditions are anticipated to continue for extended periods of time (i.e. more than one month).
         B.   Land disturbance activities have been suspended, and temporary stabilization is achieved.
         C.   The beginning date and ending dates of the waiver period are documented in the SWP3.
         D.   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, LCSWCD and the Public Service Director prior to October 1, in order to plan and approve winter erosion and sediment controls as defined in the most current online edition of Rainwater and Land Development.
      (2)   The applicant shall assign qualified inspection personnel to conduct these inspections to ensure that the control practices are functional and to evaluate whether the SWP3 is adequate, or whether additional control measures are required. Qualified inspection personnel are individuals with knowledge and experience in the installation and maintenance of sediment and erosion controls. Certified inspection reports shall be submitted to the Public Service Director within seven working days from the inspection and retained at the development site.
      (3)   These inspections shall meet the following requirements:
         A.   Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of or the potential for, pollutants entering the drainage system.
         B.   Erosion and sediment control measures identified in the SWP3 shall be observed to ensure that they are operating correctly. The applicant shall utilize an inspection form provided by the City or an alternate form acceptable to the Public Service Director. The inspection form shall include:
            1.   The inspection date.
            2.   Names, titles and qualifications of personnel making the inspection.
            3.   Weather information for the period since the last inspection, including a best estimate of the beginning of each storm event, duration of each storm event and approximate amount of rainfall for each storm event in inches, and whether any discharges occurred.
            4.   Weather information and a description of any discharges occurring at the time of inspection.
            5.   Locations of:
               a.   Discharges of sediment or other pollutants from site.
               b.   BMPs that need to be maintained.
               c.   BMPs that failed to operate as designed or proved inadequate for a particular location.
               d.   Where additional BMPs are needed that did not exist at the time of inspection.
            6.   Corrective action required including any necessary changes to the SWP3 and implementation dates.
         C.   Discharge locations shall be inspected to determine whether erosion and sediment control measures are effective in preventing significant impacts to the receiving water resource or wetlands.
         D.   Locations where vehicles enter or exit the site shall be inspected for evidence of off-site vehicle tracking.
         E.   The applicant shall maintain for three years following final stabilization the results of these inspections, the names and qualifications of personnel making the inspections, the dates of inspections, major observations relating to the implementation of the SWP3, a certification as to whether the facility is in compliance with the SWP3, and information on any incidents of non-compliance determined by these inspections.
   (j)   Maintenance.
      (1)   The SWP3 shall be designed to minimize maintenance requirements. All BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function until final stabilization. All sediment control practices must be maintained in a functional condition until all up slope areas they control reach final stabilization. The applicant shall provide a description of maintenance procedures needed to ensure the continued performance of control practices and shall ensure a responsible party and adequate funding to conduct this maintenance, all as determined by the City Engineer.
      (2)   When inspections reveal the need for repair, replacement, or installation of erosion and sediment control BMPs, the following procedures shall be followed:
         A.   When BMPs require repair or maintenance. If an internal inspection reveals that a BMP is in need of repair or maintenance, with the exception of a sediment-settling pond, it must be repaired or maintained within three days of the inspection. Sediment settling ponds must be repaired or maintained within ten days of the inspection.
         B.   When BMPs fail to provide their intended function. If an internal inspection reveals that a BMP fails to perform its intended function as detailed in the SWP3 and that another, more appropriate control practice is required, the SWP3 must be amended and the new control practice must be installed within three to ten days of the inspection as determined by the community engineer or site inspector.
         C.   When BMPs depicted on the SWP3 are not installed. If an internal inspection reveals that a BMP has not been implemented in accordance with the schedule, the control practice must be implemented within ten days from the date of the inspection. If the internal 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.
   (k)   Final Stabilization. Final stabilization shall be determined by the City Engineer. Once a definable area has achieved final stabilization, the applicant may note this on the SWP3 and no further inspection requirement applies to that portion of the site. Final stabilization also requires the installation of permanent (post-construction) stormwater control measures (SCMs). Obligations under this chapter shall not be completed until installation of post-construction BMPs is verified.
(Ord. 2016-64. Passed 12-20-16.)

1180.10 ABBREVIATED STORMWATER POLLUTION PREVENTION PLAN (SWP3).

   (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 washout shall be 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 final 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
Note: Where vegetative stabilization techniques may cause structural instability or are otherwise unobtainable, alternative stabilization techniques must 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 to minimize sediment-laden water entering active storm drain systems, including rear yard inlets. Straw, hay bales, and filter socks are not acceptable forms of inlet protection.
      (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 Table 3 in Section 1180.09 .
      (7)   Internal inspection and 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 one-half inch of rain per 24 hour period. Maintenance shall occur as detailed below:
         A.   When BMPs require repair or 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 must be repaired or maintained within three days of the inspection. Sediment settling ponds must be repaired or maintained within ten days 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 must be amended and the new control practice must be installed within ten days 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 control practice 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 shall be determined by the City Engineer.
(Ord. 2016-64. Passed 12-20-16.)

1180.11 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 and the LCSWCD before the review process begins. Please consult with City Engineer for current fee schedule.
(Ord. 2016-64. Passed 12-20-16.)

1180.12 BOND.

   (a)   If a SWP3 or Abbreviated SWP3 is required by this regulation, soil disturbing activities shall not be permitted until a cash bond has been deposited with the Finance Department. The amount shall be a three thousand five hundred dollar ($3,500) minimum for the first acre or fraction thereof, and an additional two thousand five hundred dollar ($2,500) paid for each subsequent acre or fraction thereof or the cost of stabilizing disturbed areas based on a fee schedule established by the City. 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 as detailed in Chapter 1169, after all work required by this regulation has been completed and final stabilization has been reached, all as determined by the City Engineer.
   (b)   No project subject to this regulation shall commence without a SWP3 or Abbreviated SWP3 approved by the City Engineer.
(Ord. 2016-64. Passed 12-20-16.)

1180.13 ENFORCEMENT.

   (a)   If the City or its duly authorized representative 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 Engineer and/or the LCSWCD to ensure compliance with the approved SWP3 or Abbreviated SWP3.
   (c)   After each external inspection, City Engineer and/or the LCSWCD 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 City Engineer and/or the LCSWCD may take action as detailed in Section 1180.14.
   (e)   Failure to maintain and repair erosion and sediment controls per the approved SWP3 plan may result in the following escalation:
      (1)   First violation. LCSWCD 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. LCSWCD may issue a formal Notice of Violation which includes a two hundred fifty dollar ($250.00) 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 Public Service Director may issue a Stop Work Order for all activities until corrections have been made.
      (3)   Third and subsequent violations. The Mayor may issue a Stop Work Order for all construction activities and charge a two hundred fifty dollar ($250.00) 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 LCSWCD shall have the authority to make immediate on-site adjustments to the ESC Plan in order to achieve compliance with these rules.
   (g)   A final inspection will be made to determine if the criteria of this code have been satisfied and a report will be presented to the City on the site's compliance status.
   (h)   The Public Service Director 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 shall not issue zoning permits for projects regulated under this code that have not received approval for an SWP3 for said project(s).
(Ord. 2016-64. Passed 12-20-16.)

1180.14 VIOLATIONS.

   (a)   No person shall violate or cause or knowingly permit to be violated any of the provisions of this regulation, or fail to comply with any of such provisions or with any lawful requirements of any public authority made pursuant to this regulation, or knowingly use or cause or permit the use of any lands in violation of this regulation or in violation of any permit granted under this regulation.
   (b)   Upon notice, the Mayor may suspend any active soil disturbing activity for a period not to exceed ninety 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 regulation. 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 Mayor 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. 2016-64. Passed 12-20-16.)

1180.15 APPEALS.

   Any person aggrieved by any order, requirement, determination, or any other action or inaction by the City in relation to this regulation may appeal to the court of common pleas. Such an appeal shall be made in conformity with Ohio R.C. Chapter 2506. Written notice of appeal shall be served on the City and a copy shall be provided to the LCSWCD.
(Ord. 2016-64. Passed 12-20-16.)

1180.99 PENALTY.

   (a)   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 sixty 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.
   (b)   The imposition of any other penalties provided herein shall not preclude the City 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. 2016-64. Passed 12-20-16.)

1181.01 DEFINITIONS.

   As used in this chapter:
   (a)   “Collocation” means the use of a wireless telecommunications facility by more than one wireless telecommunications provider.
   (b)   “Lattice tower” means a support structure constructed of vertical metal struts and cross braces, forming a triangular or square structure which often tapers from the foundation to the top.
   (c)   “Monopole” means a support structure of a single, self-supporting hollow metal tube securely anchored to a foundation.
   (d)   “Open space” means land devoted to conservation or recreational purposes and/or land designated by a municipality to remain undeveloped (may be specified on a zoning map).
   (e)   “Telecommunications” means the technology which enables information to be exchanged through the transmission of voice, video or data signals by means of electrical or electromagnetic systems.
   (f)   “Wireless telecommunications antenna” means the physical device through which electromagnetic, wireless telecommunications signals authorized by the Federal Communications Commission are transmitted or received. Antennas used by amateur radio operators are excluded from this definition.
   (g)   “Wireless telecommunications equipment shelter” means the structure in which the electronic receiving and relay equipment for a wireless telecommunications facility is housed.
   (h)   “Wireless telecommunications facility” means a facility consisting of the equipment and structures involved in receiving telecommunications or radio signals from a mobile radio communications source and transmitting those signals to a central switching computer which connects the mobile unit with the land-based telephone lines.
   (i)   “Wireless telecommunications tower” means a structure intended to support equipment used to transmit and/or receive telecommunications signals, including monopoles and guyed and lattice construction steel structures.
(Ord. 97-4. Passed 4-1-97.)

1181.02 CONDITIONALLY PERMITTED USES.

   Wireless telecommunications facilities are permitted under varying conditions dependent upon their form and the zoning district in which they are to be located. This chapter provides for these conditions.
(Ord. 97-4. Passed 4-1-97.)

1181.03 GENERAL REQUIREMENTS.

   The following requirements shall apply to all wireless telecommunications facilities, regardless of the zoning district in which they are to be located These general standards are to be supplemented with the specific regulations for nonresidential and residential districts as set forth in Sections 1181.04 and 1181.05.
   (a)   When the proposed wireless telecommunications facility is to include a new tower, a plot plan at a scale of not less than one inch equals 100 feet shall be submitted. This plot plan shall indicate all building uses within 300 feet of the proposed facility. Aerial photos and/or renderings may augment the plot plan.
   (b)   The location of the tower and equipment shelter shall comply with all natural resource protection standards established in these Codified Ordinances, including those for floodplains, wetlands and steep slopes.
   (c)   Security fencing eight feet in height shall surround the tower, equipment shelter and any guy wires, either completely or individually, as determined by the Planning Commission.
   (d)   The following buffer plantings may be located around the perimeter of the security fence as deemed appropriate by the Planning Commission: An evergreen screen that consists of either a hedge planted three feet on center maximum or a row of evergreen trees planted five feet on center maximum.
   (e)   Existing vegetation (trees and shrubs) shall be preserved to the maximum extent possible.
   (f)   Any applicant requesting permission to install a new tower shall provide evidence of written contact with all wireless service providers who or which supply service within a quarter mile of the proposed facility. The applicant shall inquire about potential collocation opportunities at all technically feasible locations. The contacted providers shall be requested to respond in writing to the inquiry within thirty days. The applicant's letter or letters, as well as any response or responses thereto, shall be presented to the Planning Commission as a means of demonstrating the need for a new tower.
   (g)   Any application to locate an antenna on a building or structure that is listed on an historic register, or is in an historic district, shall be subject to review by the Municipality's Architectural Review Board or the Building Inspector, if there is no such review board.
   (h)   The tower shall be painted a noncontrasting gray or similar color minimizing its visibility, unless otherwise required by the Federal Communications Commission (FCC) or the Federal Aviation Administration (FAA).
   (i)   No advertising shall be permitted anywhere on the facility, with the exception of identification signage.
   (j)   All providers utilizing towers shall present a report to the Building Inspector notifying him or her of any tower facility located in the Municipality whose use will be discontinued and the date this use will cease. If, at any time, the use of the facility is discontinued for 180 days, a designated local official may declare the facility abandoned. (This excludes any dormancy period between construction and the initial use of the facility.) The facility's owner/operator will receive written notice from the Building Inspector and will be instructed to either reactivate the facility's use within 180 days or dismantle and remove the facility. If reactivation or dismantling does not occur, the Municipality will remove, or contract to have removed, the facility, and assess the owner/operator for the costs thereof.
   (k)   No tower under 150 feet shall be artificially lighted except to assure safety or as required by the FAA. Any tower between 150 and 200 feet in height shall follow safety marking and obstruction lighting requirements as prescribed by the FAA. Security lighting around the equipment shelter is permitted.
   (l)   “No Trespassing” signs shall be posted around the facility with a telephone number of the person to contact in the event of an emergency.
   (m)   Applicants will provide evidence of legal access to the tower site, thereby maintaining this access regardless of other developments that may take place on the site.
   (n)   A conditional use permit must be approved by the Planning Commission and/or Council with a subsequent building permit issued by the Building Inspector for construction of new towers in nonindustrial districts. Collocation of antennas on a single tower, antennas attached to existing structures/buildings, towers located in industrial districts or replacement towers to be constructed at the site of a current tower are permitted uses and will not be subject to the conditional use permitting process.
   (o)   Any decision to deny a request to place, construct or modify a wireless telecommunications antenna and/or tower shall be in writing and supported by evidence contained in a written record of the proceedings of the Planning Commission.
   (p)   Underground equipment shelters shall be required in nonindustrial districts.
(Ord. 97-4. Passed 4-1-97.)

1181.04 NONRESIDENTIAL DISTRICTS.

   Wireless telecommunications facilities proposed for industrial zoning districts are subject to the following conditions:
   (a)   Sole Use on a Lot. A wireless communications facility is permitted as a sole use on a lot subject to the following:
      (1)   Minimum lot size. Lot lines shall be at least 100 feet from the base of the tower in each direction.
      (2)   Minimum yard requirements. Minimum yard requirements shall be as follows:
         A.   Tower. The minimum distance to any single-family or two-family residential use or district lot line shall be 300 feet.
         B.   Equipment shelter. Minimum setback/yard requirements will be consistent with the requirements of each particular zoning district.
      (3)   Maximum height. The maximum height of a tower or an equipment shelter shall be as follows:
         A.   Tower:   200 feet (includes antenna).
         B.   Equipment shelter: Fifteen feet.
      (4)   Maximum size of equipment shelter. The maximum size of an equipment shelter shall be 300 square feet for a single shelter or, if there is more than one, 750 square feet.
   (b)   Combined With Another Use. A wireless telecommunications facility is permitted on a property with an existing use, subject to the following conditions:
      (1)   Existing use on the property. The existing use on the property may be any permitted use in the district or any lawful nonconforming use and need not be affiliated with the wireless telecommunications provider. The wireless telecommunications facility will not be considered an addition to the structure or the value of a nonconforming use.
      (2)   Fully-automated facility. The wireless telecommunications facility shall be fully automated and unattended on a daily basis and shall be visited only for periodic and necessary maintenance (except during construction or an emergency).
      (3)   Minimum lot area. The minimum lot area shall be the area needed to accommodate the tower (and guy wires, if used), the equipment shelter, security fencing and buffer planting.
      (4)   Minimum yard requirements. Minimum yard requirements shall be as follows:
         A.   Tower. The minimum distance to any single-family or two-family residential use or district lot line shall be 300 feet.
         B.   Equipment shelter. Equipment shelters shall comply with the minimum setback requirements for the primary lot.
      (5)   Service access. Service access to the equipment shelter shall, whenever feasible, be provided along the circulation driveways of the existing use.
      (6)   Maximum height. The maximum height of a tower or equipment shelter shall be as follows:
         A.   Tower: 200 feet (includes antenna).
         B.   Equipment shelter: Fifteen feet.
      (7)   Maximum size of equipment shelter. The maximum size of an equipment shelter shall be 300 square feet for a single shelter or, if there is more than one, 750 square feet.
   (c)   Combined With an Existing Structure. Where possible, an antenna for a wireless telecommunications facility shall be attached to an existing structure or building, subject to the following conditions:
      (1)   Maximum height. The maximum height of an antennae shall be twenty feet, or twenty percent of the building height above the existing building or structure, whichever is greater.
      (2)   Separate shelters. If the applicant proposes to locate the telecommunications equipment in a separate shelter (not located on, or attached to, the building), the shelter shall comply with the following:
         A.   The shelter shall comply with the minimum setback requirements for the subject zoning district.
         B.   A buffer yard may be planted to accordance with Section 1181.03(d).
         C.   Vehicular access to the shelter shall not interfere with parking or vehicular circulation on the site for the principal use.
         D.   The maximum size of the equipment shelter shall be 300 square feet or, if there is more than one, 750 square feet.
(Ord. 97-4. Passed 4-1-97.)

1181.05 RESIDENTIAL DISTRICTS; EXCEPTIONS.

   Wireless telecommunications facilities that include towers are not permitted in single-family or two-family residential districts, with the exception of the placement on any property with an institutional use (e.g. a church, park, library, municipal/governmental building, facility or structure, hospital, school or utility) located in either of these two districts. However, antennas attached to existing buildings or structures are permitted. In applying for a permit in any residential district, the applicant must present substantial evidence as to why it is not technically feasible to locate such facilities in a more appropriate nonresidential zone. Once those efforts have been exhausted, a wireless telecommunications facility may be located in a residential district subject to the following conditions:
   (a)   Fully Automated Facility Required. The wireless telecommunications facility shall be fully automated and unattended on a daily basis and shall be visited only for periodic and necessary maintenance. This provision shall also apply to subsections (b), (c), (d) and (e) hereof.
   (b)   Combined With a Nonresidential Use. An antenna may be attached to a nonresidential building, or to a structure that is a permitted use in the district, including, but not limited to, a church, a municipal or governmental building or facility, an agricultural building and a building or structure owned by a utility. The following conditions shall be met:
      (1)   The maximum height of an antenna shall be twenty-feet above the existing building or structure.
      (2)   If the applicant proposes to locate the telecommunications equipment in a separate shelter, the shelter shall comply with the following:
         A.   The shelter shall comply with the minimum setback requirements for the subject zoning district.
         B.   The maximum size of the equipment shelter shall be 300 square feet or, if there is more than one, 750 square feet.
         C.   A buffer yard shall be planted in accordance with Section 1181.03(d).
         D.   Vehicular access to the shelter shall not interfere with parking or vehicular circulation on the site for the principal use.
   (c)   Located on a Nonresidential Property. A tower to support an antenna may be constructed on a property with a nonresidential use that is a permitted use within the district, including, but not limited to, a church, hospital, school, municipal or governmental building, facility or structure, an agricultural use and a utility use, subject to the following conditions:
      (1)   The tower shall be set back from any property line abutting a single- family or two-family residential lot by 300 feet.
      (2)   The maximum height of a tower or equipment shelter shall be as follows:
         A.   Tower: 200 feet (includes antenna).
         B.   Equipment shelter: Fifteen feet.
      (3)   The maximum size of the equipment shelter shall be 300 square feet or, if there is more than one, 750 square feet.
      (4)   Vehicular access to the tower and equipment shall, whenever feasible, be provided along the circulation driveways of the existing use.
      (5)   In order to locate a telecommunications facility on a property that is vacant or with an agricultural use, the tract shall be at least 2.5 acres in size.
   (d)   Located on a Residential Building. An antenna for a wireless telecommunication facility may be attached to a mid-rise or high-rise apartment building subject to the following conditions:
      (1)   The maximum height shall be twenty feet above the existing building.
      (2)   If the applicant proposes to locate the telecommunications equipment in a separate shelter (not located in, or attached to, the building), the shelter shall comply with the following:
         A.   The shelter shall comply with the maximum setback requirements for the subject zoning district.
         B.   The maximum size of the equipment shelter shall be 300 square feet or, if there is more than one, 750 square feet.
         C.   A buffer yard shall be planted in accordance with Section 1181.03(d).
         D.   Vehicular access to the shelter shall, if at all possible, use the existing circulation system.
   (e)   Located in an Open Space or Park. A wireless telecommunications facility shall not be permitted on land that has been established as permanent open space or a park.
(Ord. 97-4. Passed 4-1-97.)

1181.06 CRITERIA FOR A CONDITIONAL USE.

   A wireless telecommunications facility which includes a tower may be permitted as a conditional use in an institutional or commercial district, or located on an institutionally-used property in any residential district. In order to be considered for review, the applicant must prove that a newly-constructed tower is necessary, in that opportunities for collocation on an existing tower are not feasible. The following steps must also be taken for the application to be considered for review in this category:
   (a)   The applicant shall present a landscaping plan that indicates how the wireless telecommunications facility shall be screened from adjoining uses.
   (b)   The applicant shall demonstrate that the telecommunications tower must be located where it is proposed in order to service the applicant's service area. There shall be an explanation of why a tower on the proposed site is technically necessary.
   (c)   Where the telecommunications facility is located on a property with another principal use, the applicant shall present documentation that the owner of the property has granted an easement or entered into a lease for the proposed facility and that vehicular access is provided to the facility.
   (d)   Any applicant requesting permission to install a new tower shall provide evidence of written contact with all wireless service providers who supply service within a quarter mile of the proposed facility. The applicant shall inquire about potential collocation opportunities at all technically feasible locations. The contacted providers shall be requested to respond in writing to the inquiry within thirty days. The applicant's letter or letters, as well as any response or responses thereof, shall be presented to the Planning Commission as a means of demonstrating the need for a new tower.
(Ord. 97-4. Passed 4-1-97.)

1182.01 STATEMENT OF PURPOSE.

   (a)   It is the purpose of these regulations to promote the public health, safety and general welfare, and to:
      (1)   Protect human life and health;
      (2)   Minimize expenditure of public money for costly flood control projects;
      (3)   Minimize the need for rescue and relief efforts associated with flooding and generally undertaken at the expense of the general public;
      (4)   Minimize prolonged business interruptions;
      (5)   Minimize damage to public facilities and utilities such as water and gas mains, electric, telephone and sewer lines, streets and bridges located in areas of special flood hazard;
      (6)   Help maintain a stable tax base by providing for the proper use and development of areas of special flood hazard so as to protect property and minimize further flood blight areas;
      (7)   Ensure that those who occupy the areas of special flood hazard assume responsibility for their actions;
      (8)   Minimize the impact of development on adjacent properties within the near flood prone areas;
      (9)   Ensure that the flood storage and conveyance functions of the floodplain are maintained;
      (10)   Minimize the impact of development on the natural, beneficial values of the floodplain;
      (11)   Prevent floodplain uses that are either hazardous or environmentally incompatible; and
      (12)   Meet community participation requirements of the National Flood Insurance Program.
   (b)   In order to accomplish its purposes, these regulations include methods and provisions for:
      (1)   Restricting or prohibiting uses which are dangerous to health, safety, and property due to water hazards, or which result in damaging increases in flood heights or velocities;
      (2)   Requiring that uses vulnerable to floods, including facilities, which serve such uses, be protected against flood damage at the time of initial construction;
      (3)   Controlling the alteration of natural floodplains, stream channels, and natural protective barriers, which help accommodate or channel flood waters;
      (4)   Controlling filing, grading, dredging, excavating, and other development which may increase flood damage; and
      (5)   Preventing or regulating the construction of flood barriers, which will unnaturally divert flood, waters or which may increase flood hazards in other areas.
   (c)   These regulations shall apply to all areas of special flood hazard within the jurisdiction of the City of Willowick, including any additional areas of special flood hazard annexed by the City of Willowick, as identified in subsection (d) of this section.
   (d)   For the purposes of these regulations, the following studies and/or maps are adopted:
      (1)   Flood Insurance Study, Lake County, Ohio and incorporated areas and Flood Insurance Rate Map, Lake County and incorporated areas both effective May 4, 2021.
      (2)   Any hydrologic and hydraulic engineering analysis authored by a registered Professional Engineer in the State of Ohio which has been approved by the City of Willowick as required by Section 1182.04(c), Subdivisions and Other New Developments.
      (3)   Any revisions to the aforementioned maps and/or studies are hereby adopted by reference and declared to be a part of these regulations. Such maps and/or studies are on file at Willowick City Hall, 30435 Lakeshore Boulevard, Willowick, Ohio 44095.
   (e)   These regulations are not intended to repeal any existing ordinances including subdivision regulations, zoning or building codes. In the event of a conflict between these regulations and any other ordinance, the more restrictive shall be followed. These regulations are not intended to repeal, abrogate or impair any existing easements, covenants or deed restrictions. However, where this chapter and another ordinance, easement or covenant or deed restriction conflict or overlap, whichever imposes the more stringent restrictions shall prevail.
   (f)   In the interpretation and application of these regulations, all provisions shall be:
      (1)   Considered as minimum requirements;
      (2)   Liberally construed in favor of the governing body; and
      (3)   Deemed neither to limit nor repeal any other powers granted under state statutes. Where a provision of these regulations may be in conflict with a state or federal law, such state or federal law shall take precedence over these regulations.
   (g)   The degree of flood protection required by these regulations is considered reasonable for regulatory purposes and is based on scientific and engineering considerations. Larger floods can and will occur on rare occasions. Flood heights may be increased by man made or natural causes. These regulations do not imply that land outside the areas of special flood hazard or uses permitted within such areas will be free from flooding or flood damage. These regulations shall not create liability on the part of the City of Willowick, any officer or employee thereof, or the Federal Emergency Management Agency, for any flood damage that results from reliance on these regulations or any administrative decision lawfully made thereunder.
   (h)   Should any section or provision of these regulations be declared by the courts to be unconstitutional or invalid, such decision shall not affect the validity of the regulations as a whole, or any part thereof other than the part so declared to be unconstitutional or invalid.
(Ord. 2010-5. Passed 1-19-10; Ord. 2021-10. Passed 3-2-21; Ord. 2021-18. Passed 4-6-21; Ord. 2021-10. Passed 3-2-21; Ord. 2021-18. Passed 4-6-21.)

1182.02 DEFINITIONS.

   Unless specifically defined below, words or phrases used in these regulations shall be interpreted so as to give them the meaning they have in common usage and to give these regulations the most reasonable application.
   (a)   “Accessory Structure.” A structure on the same lot with, and of a nature customarily incidental and subordinate to, the principal structure.
   (b)   “Appeal.” A request for review of the floodplain administrator's interpretation of any provision of these regulations or a request for a variance.
   (c)   “Base Flood.” The flood having a one percent chance of being equaled or exceeded in any given year. The base flood may also be referred to as the one percent chance annual flood or 100-year flood.
   (d)   “Base (100 Year) Flood Elevation (BFE).” The water surface elevation of the base flood in relation to a specified datum, usually the National Geodetic Vertical Datum of 1929 or the North American Vertical Datum of 1988, and usually expressed in Feet Mean Sea Level (MSL). In Zone AO areas, the base flood elevation is the lowest adjacent natural grade elevation plus the depth number (from 1 to 3 feet).
   (e)   “Basement.” Any area of the building having its floor subgrade (below ground level) on all sides.
   (f)   “Breakaway Wall.” A wall that is not part of the structural support of the building and is intended through its design and construction to collapse under specific lateral loading forces, without causing damage to the elevated portion of the building or supporting foundation system.
   (g)   “Coastal High Hazard Area.” An area of special flood hazard extending from offshore to the inland limit of a primary frontal dune along an open coast, and any other area subject to high velocity wave action from storms or seismic sources. A coastal high hazard area is identified on the City's FIRM by the designation of Zone VE.
   (h)   “Development.” Any manmade change to improved or unimproved real estate, including, but not limited to, buildings or other structure, mining, dredging, filing, grading, paving, excavation or drilling operations or storage of equipment or materials.
   (i)   “Enclosed Below the Lowest Floor - See “Lowest Floor.”
   (j)   “Executive Order 11988 (Floodplain Management).” Issued by President Carter in 1977, this order requires that no federally assisted activities be conducted in or have the potential to affect identified special flood hazard areas, unless there is no practicable alternative.
   (k)   “Federal Emergency Management Agency (FEMA).” The agency with the overall responsibility for administering the National Flood Insurance Program.
   (l)   “Fill.” A deposit of earth material placed by artificial means.
   (m)   “Flood or Flooding.” The general and temporary condition of partial or complete inundation of normally dry land areas from:
      (1)   The overflow of inland or tidal waters, and/or
      (2)   The unusual and rapid accumulation or runoff of surface waters from any source.
   (n)   “Flood Hazard Boundary Map (FHBM).” Usually the initial map, produced by the Federal Emergency Management Agency, or U.S. Department of Housing and Urban Development has delineated the areas of special flood hazard.
   (o)   “Flood Insurance Rate Map (FIRM) - An official map on which the Federal Emergency Management Agency or the U.S. Department of Housing and Urban Development has delineated the areas of special flood hazard.
   (p)   “Flood Insurance Risk Zones.” Zone designations on FHBMs and FIRMs that indicate the magnitude of the flood hazard in specific areas of a community. Following are the zone definitions:
      (1)   Zone A: Special flood hazard areas inundated by the 100-year flood in any given year; base flood elevations are not determined.
      (2)   Zones A1-30 and Zone AE: Special flood hazard areas inundated by the 100-year flood in any given year; base flood elevations are determined.
      (3)   Zone AO: Special flood hazard areas inundated by the 100-year flood in any given year; with flood depths of one to three feet (usually sheet flow on sloping terrain); average depths are determined.
      (4)   Zone AH: Special flood hazard areas inundated by the 100-year flood in any given year; flood depths of one to three feet (usually areas of ponding); base flood elevations are determined.
      (5)   Zone A99: Special flood hazard areas inundated by the 100-year flood with average depths of less than one foot or with contributing drainage area less than one square mile; and areas protected by levees from the base flood.
      (6)   Zone C and Zone X (unshaded): Areas determined to be outside the 500-year floodplain.
      (7)   Zone V: Costal special flood hazard area subject to a 100-year flood from velocity hazard (wave action); base flood elevations are not determined.
      (8)   Zone VE and V1-30: Coastal special flood hazard area subject to a 100-year from velocity hazard (wave action); base flood elevations are determined.
   (q)   “Flood Insurance Studies (FIS).” The official report in which the Federal Emergency Management Agency or the U.S. Department of Housing and Urban Development has provided flood profiles, floodway boundaries (sometimes shown on Flood Boundary and Floodway Maps), and the water surface elevations of the base flood.
   (r)   “Floodproofing.” Any combination of structural and non-structural additions, changes, or adjustments to structures which reduce or eliminate flood damage to real estate or improved real property, water and sanitary facilities, structures and their contents.
   (s)   “Flood Protection Elevation.” The Flood Protection Elevation, or FPE, is the base flood elevation plus two feet of freeboard. In areas where no base flood elevations exist from any authoritative source, the flood protection elevation can be historical flood elevations, or base flood elevations determined and/or approved by the Floodplain Administrator.
   (t)   “Floodway.” A floodway is the channel of a river or other watercourse and the adjacent land areas that have been reserved in order to pass the base flood discharge. A floodway is typically determined through a hydraulic and hydrologic engineering analysis such that the cumulative increase in the water surface elevation of the base flood discharge is no more than a designated height. In no case shall the designated height be more than one foot at any point within the community. The floodway is an extremely hazardous area, and is usually characterized by any of the following: Moderate to high velocity flood waters, high potential for debris and projectile impacts, and moderate to high erosion forces.
   (u)   “Freeboard.” A factor of safety usually expressed in feet above a flood level for the purposes of floodplain management. Freeboard tends to compensate for the many unknown factors that could contribute to flood heights greater than the height calculated for a selected size flood and floodway conditions, such as wave action, obstructed bridge openings, debris and ice jams, and the hydrologic effect of urbanization in a watershed.
   (v)   “Historic structure.” Any structure that is:
      (1)   Listed individually in the National Register of Historic Places (a listing maintained by the U. S. Department of the Interior) or preliminarily determined by the Secretary of the Interior as meeting the requirements for individual listings on the National Register;
      (2)   Certified or preliminarily determined by the Secretary of the Interior as contributing to the historical significance of a registered historic district or a district preliminarily determined by the Secretary to qualify as a registered historic district;
      (3)   Individually listed on the State of Ohio's inventory of historic places maintained by the Ohio Historic Preservation Office.
      (4)   Individually listed on the inventory of historic places maintained by the Lake County Historical Society's historic preservation program is certified by the Ohio Historic Preservation Office.
   (w)   “Hydrologic and hydraulic engineering analysis.” An analysis performed by a professional engineer, registered in the State of Ohio, in accordance with standard engineering practices as accepted by FEMA, used to determine flood elevations and/or floodway boundaries.
   (x)   “Letter of Map Change (LOMC).” A Letter of Map Change is an office FEMA determination, by letter, to amend or revise effective Flood Insurance Rate Maps, Flood Boundary and Floodway Maps, and Flood Insurance Studies. LOMCs are broken down into the following categories:
      (1)   Letter of Map Amendment (LOMA) — A revision based on technical data showing that a property was incorrectly included in a designated special flood hazard area. A LOMA amends the current effective Flood Insurance Rate Map and establishes that a specific property is not located in a special flood hazard area.
      (2)   Letter of Map Revision (LOMR) - A revision based on technical date that, usually due to manmade changes, shows changes to flood zones, flood elevations, floodplain and floodway delineations, and planimetric features. One common type of LOMR, a LOMR-F, is a determination concerning whether a structure or aparcel has been elevated by fill above the base flood elevation and is, therefore, excluded from the special flood hazard area.
      (3)   Conditional Letter of Map Revision (CLOMR) - A comment by FEMA regarding a proposed project that would, upon construction, affect the hydrologic or hydraulic characteristics of a flooding source and thus result in the modification of the existing regulatory floodway, the effective base flood elevations, or the special flood hazard area. A CLOMR does not amend or revise effective Flood Insurance Rate Maps, Flood Boundary and Floodway Maps, or Flood Insurance Studies.
   (y)   “Limit of Moderate Wave Action (LiMWA).” A line shown on a Flood Insurance Rate Map to indicate the inland limit of the 1.5-ft. breaking wave height during the base flood.
   (z)   “Lowest floor.” The lowest floor of the lowest enclosed area (including basement) of a structure. This definition excludes an “enclosure below the lowest floor” which is an unfinished or flood resistant enclosure useable solely for parking of vehicles, building access or storage, in an area other than a basement area, provided that such enclosure is built in accordance with the applicable design requirements specified in these regulations for enclosures below the lowest floor.
   (aa)   “Manufactured home.” A structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when connected to the required utilities. The term “manufactured home” does not include a “recreational vehicle”. For the purposes of these regulations, a manufactured home includes manufactured homes and mobile homes as defined in Ohio R.C. Chapter 3733.
   (bb)   “Mean Sea Level.” For purposes of the National Flood Insurance Program, the National Geodetic Vertical Datum (NGVD) of 1929 or other datum, to which base flood elevations shown on a community's Flood Insurance Rate Map are referenced.
   (cc)   “Manufactured home park.” As specified in the Ohio Administrative Code 4781-12-01(K), a manufactured home park means any tract of land upon which three or more manufactured homes, used for habitation are parked, either free of charge or for revenue purposes, and includes any roadway, building, structure, vehicle, or enclosure used or intended for use as part of the facilities of the park. A tract of land that is subdivided and the individual lots are not for rent or rented, but are for sale or sold for the purpose if installation of manufacture homes on the lots, is not a manufactured home park, even though three or more manufactured homes are parked thereon, if the roadways are dedicated to the local government authority. Manufactured home park does not include any tract of land used solely for the storage or display for manufactured homes.
   (dd)   “Moderate Wave Action Area (MoWA).” A special flood hazard area subject to the potential for breaking wave heights of greater than or equal to 1.5. feet, but less than three feet, where the primary source of flooding is storm surges, seiches. A MoWA is an area within Zone VE and a Limit of Moderate Wave Action, where identified. (Also known as “Coastal A Zone”).
   (ee)   “National Flood Insurance Program (NFIP).” The NFIP is a federal program enabling property owners in participating communities to purchase insurance protection against losses from flooding. This insurance is designed to provide an insurance alternative to disaster assistance to meet the escalating costs of repairing damage to buildings and their contents caused by floods. Participation in the NFIP is based on an agreement between local communities and the federal government that states is a community will adopt and enforce floodplain management regulations to reduce future flood risks to all development in special flood hazard areas, the federal government will make flood insurance available within the community as a financial protection against flood loss.
   (ff)   “New construction.” Structures for which the “start of construction” commenced on or after the effective date of a floodplain regulation adopted by the City of Willowick and includes any subsequent improvements to such structures. For the purposes of determining insurance rates, structures for which the “start of construction” commenced on or after the effective date of an initial City of Willowick Flood Insurance Rate Map, effective December 4, 1979, any includes any subsequent improvements to such structures.
   (gg)   “Person.” Includes any individual or group of individuals, corporation, partnership, association, or any other entity, including state and local governments and agencies. An agency is further defined in Ohio R.C. 111.15(A)(2) as any governmental entity of the state and includes, but is not limited to, any board, department, division, commission, bureau, society, council, institution, state college or university, community college district, technical college district, or state community college. “Agency” does not include the general assembly, the controlling board, the adjutant general's department or any court.
   (hh)   “Recreational vehicle.” A vehicle which is (1) built on a single chassis, (2) 400 square feet or less when measured at the largest horizontal projection, (3) designed to be self propelled or permanently towable by a light duty truck, and (4) designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use.
   (ii)   “Registered Professional Architect.” A person registered to engage in the practice of architecture under the provisions of R.C. 4703.01 and 4703.19.
   (jj)   “Registered Professional Engineer.” A person registered as a professional surveyor under Ohio R.C. Chapter 4733.
   (kk)   “Registered Professional Surveyor.” A person registered as a professional surveyor pursuant R.C. Chapter 4733.
   (ll)   “Special Flood Hazard Area.” Also known as “Areas of Special Flood Hazard,” it is the land in the floodplain subject to a one percent chance of flooding in any given year. Special flood hazard areas are designated by the Federal Emergency Management Agency on Flood Insurance Rate Maps, Flood Insurance Studies, Flood Boundary and Floodway Maps and Flood Hazard Boundary Maps as Zones A, AE, AH, AO, A1-30, A99, or V, VE. Special flood hazard areas may also refer to areas that are flood prone and designated from other federal, state or local sources of data, including, but not limited to, historical flood information reflecting high water marks, previously fold inundation areas, and flood prone soils associated with a watercourse.
   (mm)   “Start of construction.” The date the building permit was issued, provided that actual state of construction, repair, reconstruction, rehabilitation, addition, placement, or other improvement was within 180 days of the permit date. The actual start means either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include land preparation, such as clearing, grading, and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the installation on the property of accessory building, such as garages or sheds not occupied as dwellings units or not part of the main structure. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of a building.
   (nn)   “Structure.” A walled and roofed building, manufactured home, or gas or liquid storage tank that is principally above ground.
   (oo)   “Substantial Damage.” Damage of any origin sustained by a structure whereby the cost of restoring the structure to its before damaged condition would equal or exceed 50% of the market value of the structure before the damage occurred.
   (pp)   “Substantial Improvement.” Any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50% of the market value of the structure before the “start of construction” of the improvement. This term include structures, which have incurred “substantial damage”, regardless of the actual repair work performed. The term does not, however, include:
      (1)   Any project for improvement of a structure to correct existing violations of state or local health, sanitary or safety code specifications which have been identified by the local code enforcement official and which are the minimum necessary to assure safe living conditions; or
      (2)   Any alteration of a “historic structure,” provided that the alteration would not preclude the structure's continued designation as a “historic structure”.
   (qq)   “Variance.” A grant of relief from the standards of these regulations.
   (rr)   “ Violation.” The failure of a structure or other development to be fully compliant with these regulations.
      (Ord. 2010-5. Passed 1-19-10; Ord. 2021-10. Passed 3-2-21; Ord. 2021-18. Passed 4-6-21.)

1182.03 ADMINISTRATION.

   (a)   Designation of Floodplain Administrator. The City Engineer is hereby appointed to administer and implement these regulations and is referred to herein as the Floodplain Administrator.
   (b)   Duties and Responsibilities of the Floodplain Administrator. The duties and responsibilities of the Floodplain Administrator shall include, but are not limited to:
      (1)   Evaluate applications for permits to develop in special flood hazard areas.
      (2)   Interpret floodplain boundaries and provide flood hazard and flood protection elevation information.
      (3)   Issue permits to develop in special flood hazard areas when the provisions of these regulations have been met, or refuse to issue the same in the event of noncompliance.
      (4)   Inspect buildings and lands to determine whether any violations of these regulations have been committed.
      (5)   Make and permanently keep all records for public inspections necessary for the administration of these regulations including flood insurance rate maps, letters of map amendment and revision, records of issuance and denial of permits to develop in special flood hazard areas, determinations of whether development is in or out of special flood hazard areas for the purpose of issuing floodplain development permits, elevations certificates, floodproofing certificates, VE-zone construction certifications, variances, and records of enforcement actions taken for violations of these regulations.
      (6)   Enforce the provisions of these regulations.
      (7)   Provide information, testimony, or other evidence as needed during variance hearings.
      (8)   Coordinate map maintenance activities and FEMA follow up.
      (9)   Conduct substantial damage determinations to determine whether existing structures, damaged from any source and in special flood hazard areas identified by FEMA, must meet the development standards of these regulations.
   (c)   Floodplain Development Permits. It shall be unlawful for any person to begin construction or other development activity including but not limited to filling, grading, construction, alteration, remodeling, or expanding any structure, or alteration of any watercourse wholly within, partially within or in contact with any identified special flood hazard area, as established in Section 1182.01(d), until a floodplain development permit is obtained from the Floodplain Administrator. Such floodplain development permit shall show that the proposed development activity is in conformity with the provisions of these regulations. No such permit shall be issued by the Floodplain Administrator until the requirements of these regulations have been met.
   (d)   Application Required. An application for a floodplain development permit shall be required for all development activities located wholly within, partially within, or in contact with an identified special flood hazard area. Such application shall be made by the owner of the property or his or her authorized agent, herein referred to as the applicant, prior to the actual commencement of such construction on a form furnished for that purpose. Where it is unclear whether a development site is in a special flood hazard area, the Floodplain Administrator may require an application for a floodplain development permit to determine the development's location. Such applications shall include, but not be limited to:
      (1)   Site plans drawn to scale showing the nature, location, dimensions, and topography of the area in question; the location of existing or proposed structures, fill, storage of materials, drainage facilities, and the location of the foregoing.
      (2)   Elevation of the existing, natural ground where structures are proposed.
      (3)   Elevation of the lowest floor, including basement, of all proposed structures.
      (4)   Such other material and information as may be requested by the Floodplain Administrator to determine conformance with, and provide enforcement of these regulations.
      (5)   Technical analyses conducted by the appropriate design professional registered in the State of Ohio and submitted with an application for a floodplain development permit when applicable:
         A.   Floodproofing certification for non-residential floodproofed structure as required in Section 1182.04(e).
         B.   Certification that fully enclosed areas below the lowest floor of a structure not meeting the design requirements of Section 1182.04(d)(5) are designed to automatically equalize hydrostatic flood forces.
         C.   Description of any watercourse alteration or relocation that the flood carrying capacity of the watercourse will not be diminished, and maintenance assurances as required in Section 1182.04(i)(3).
         D.   A hydrologic and hydraulic analysis demonstrating that the cumulative effect of proposed development, when combined with all other existing and anticipated development will not increase the water surface elevation of the base flood by more than one foot in special flood hazard areas where the Federal Emergency Management Agency has provided base flood elevations but no floodway as required in Section 1182.04(i)(2).
         E.   A hydrologic and hydraulic engineering analysis showing impact of any development on flood heights in an identified floodway as required by Section 1182.04(i)(l).
         F.   Generation of base flood elevation(s) for subdivision and other new developments as required by Section 1182.04(c).
         G.   Certification of structural designs and methods of construction for VE zone construction as required by Section 1181.041(a).
         H.   Certification of breakaway wall design, when applicable, as provided in Section 1182.041.
   (e)   Review and Approval of a Floodplain Development Permit Application.
      (1)   Review.
         A.   After receipt of a complete application, the Floodplain Administrator shall review the application to ensure that the standards of these regulations have been met. No floodplain development permit application shall be reviewed until all information required in Section 1182.03(d) has been received by the Floodplain Administrator.
         B.   The Floodplain Administrator shall review all floodplain development permit applications to assure that all necessary permits have been received from those federal, state or local governmental agencies from which prior approval is required. The applicant shall be responsible for obtaining such permits as required including permits issued by the U.S. Army Corps of Engineers under Section 10 of the Rivers and Harbors Act and Section 404 of the Clear Water Act, and the Ohio Environmental Protection Agency under Section 401 of the Clean Water Act.
      (2)   Approval. Within thirty days after receipt of a complete application, the Floodplain Administrator shall either approve or disapprove the application. If the Floodplain Administrator is satisfied that the development proposed in the floodplain development application conforms to the requirements of this chapter, the Floodplain Administrator shall issue the permit. All floodplain development permits shall be conditional upon the commencement of work within 180 days. A floodplain development permit shall expire 180 days after issuance unless the permitted activity has been substantially begun and is thereafter pursued to completion.
   (f)   Inspections. The Floodplain Administrator shall make periodic inspections at appropriate times throughout the period of construction in order to monitor compliance with permit conditions.
   (g)   Post Construction Certifications Required. The following as built certifications are required after a floodplain development permit has been issued:
      (1)   For a new or substantially improved residential structures, or nonresidential structures that have been elevated, the applicant shall have a Federal Emergency Management Agency Elevation Certificate completed by a registered professional surveyor to record as built elevation data. For elevated structures in Zone A and Zone AO areas without a base flood elevation, the elevation certificate may be completed by the property owner or owner's representative.
      (2)   For all development activities subject to the standards of Section 1182.03(j)(l), a Letter of Map Revision.
      (3)   For new or substantially improved nonresidential structure that have been floodproofed in lieu of elevation, where allowed, the applicant shall supply a completed Floodproofing Certificate for Non-Residential Structures completed by a registered professional engineer or architect together with associated documentation.
   (h)   Revoking a Floodplain Development Permit. A floodplain development permit shall be revocable, if among other things, the actual development activity does not conform to the terms of the application and permit granted thereon. In the event of the revocation of a permit, an appeal may be taken to the Board of Zoning Appeals in accordance with Section 1182.05 of these regulations.
   (i)   Exemption From Filing a Development Permit. An application for a floodplain development permit shall not be required for maintenance work such as roofing, painting, and basement sealing, or for small nonstructural development activities (except for filling and grading) valued at less than two thousand five hundred dollars ($2,500).
   (j)   State and Federal Development.
      (1)   Development that is funded, financed, undertaken or preempted by state agencies shall comply with minimum NFIP criteria.
      (2)   Before awarding funding or financing or granting a license, permit, or other authorization for a development that is or is to be located within a 100-year floodplain, a state agency shall require the applicant to demonstrate to the satisfaction of the agency that the development will comply with minimum NFIP criteria and any applicable local floodplain management resolution or ordinance as required by R.C. § 1521.13. This includes, but is not limited to:
         A.   Development activities in an existing or proposed manufactured home park that are under the authority of the Ohio Department of Commerce and subject to the flood damage reduction provisions of the Ohio Administrative Code Section 4781-12.
         B.   Majority facilities permitted by the Ohio Power Siting Board under R.C. Chapter 4906.
      (3)   Development activities undertaken by a federal agency and which are subject to Federal Executive Order 11988 - Floodplain Management.
         A.   Each federal agency has responsibility to evaluate the potential effects of any actions it may take in a floodplain; to ensure that its planning programs and budget requests reflect consideration of flood hazards and floodplain management; and to prescribe procedures to implement the policies and requirements of EO 11988.
   (k)   Map Maintenance Activities. To meet National Flood Insurance Program minimum requirements to have flood data reviewed and approved by FEMA, and to ensure that the City of Willowick’s flood maps, studies and other data identified in Section 1182.01 (d) accurately represent flooding conditions so appropriate floodplain management criteria are based on current data, the following map maintenance actives are identified:
      (1)   Requirement to Submit New Technical Data.
         A.   For all development proposals that impact floodway delineations or base flood elevations, the community shall ensure that technical data reflecting such changes be submitted to FEMA within six months of the date such information becomes available. These development proposals include:
            1.   Floodway encroachments that increase or decrease base flood elevations or alter floodway boundaries;
            2.   Fill sites to be used for the placement of proposed structures where the applicant desires to remove the site from the special flood hazard area;
            3.   Alteration of watercourses that result in a relocation or elimination of the special flood hazard area, including the placement of culverts; and
            4.   Subdivision or other new development proposals the establishment of base flood elevations in accordance with Section 1182.04(c).
         B.   It is the responsibility of the applicant to have technical data, required in accordance with Section 1182.03(j)(1), prepared in a format required for a conditional letter of map revision or letter of map revision, and submitted to FEMA. Submittal and processing fees for these map revisions shall be the responsibility of the applicant.
         C.   The Floodplain Administrator shall require a conditional letter of map revision prior to the issuance of a floodplain development permit for:
            1.   Proposed floodway encroachments that increase the base flood elevation; and
            2.   Proposed development which increases the base flood elevation by more than one foot in riverine areas where FEMA has provided base flood elevations but no floodway.
         D.   Floodplain development permits issued by the Floodplain Administrator shall be conditioned upon the applicant obtaining a letter of map revision from FEMA for any development proposal subject to Section 1182.03(j)(1)A.
      (2)   Right to Submit New Technical Data. The Floodplain Administrator may request changes to any of the information shown on an effective map that does not impact floodplain or floodway delineations or base flood elevations, such as labeling or planimetric details. Such a submission shall include appropriate supporting documentation in writing by the Mayor of the City of Willowick, and may be submitted at any time.
      (3)   Annexation/Detachment. Upon occurrence, the Floodplain Administrator shall notify FEMA in writing whenever the boundaries of the City of Willowick have been modified by annexation or the community has assumed authority over an area, or no longer has authority to adopt and enforce floodplain management regulations for a particular area. In order that the City of Willowick's flood insurance rate map accurately represent the City of Willowick boundaries, include within such notification a copy of a map of the City of Willowick suitable for reproduction, clearly showing the new corporate limits or the new area for which the City of Willowick has assumed or relinquished floodplain management regulatory authority.
   (l)   Data Use and Flood Map Interpretation. The following guidelines shall apply to the use and interpretation of maps and other data showing areas of special flood hazard:
      (1)   In areas where FEMA has not identified special flood hazard areas, or in FEMA identified special flood hazard areas where base flood elevation and floodway data have not been identified, the Floodplain Administrator shall review and reasonably utilize any other flood hazard data available from a federal, state, or other source.
      (2)   Base flood elevations and floodway boundaries produced on FEMA flood maps and studies shall take precedence over base flood elevations and floodway boundaries by any other source that reflect a reduced floodway width and/or lower base flood elevations. Other sources of data, showing increased base flood elevations and/or larger floodway areas than are shown on FEMA flood maps and studies, shall be reasonably used by the Floodplain Administrator.
      (3)   The Floodplain Administrator shall make interpretations, where needed, as to the exact location of the flood boundaries and areas of special flood hazard. A person contesting the determination of the location of the boundary shall be given a reasonable opportunity to appeal the interpretation as provided in Section 1182.05, Appeals and Variances.
      (4)   Where an existing or proposed structure or other development is affected by multiple flood zones, by multiple base flood elevations, or both, the development activity must comply with the provisions of this chapter applicable to the most restrictive flood zone and the highest base flood elevation affecting any part of the existing or proposed structure; or for other developments, affecting any part of the area of the development.
   (m)   Substantial Damage Determinations. Damages to structures may result from a variety of causes including flood, tornado, wind, heavy snow, fire, etc. After such a damage event, the Floodplain Administrator shall:
      (1)   Determine whether damaged structures are located in special flood hazard areas;
      (2)   Conduct substantial damage determinations for damaged structures located in special flood hazard areas; and
      (3)   Require owners of substantially damaged structures to obtain floodplain development permit prior to repair, rehabilitation, or reconstruction.
      Additionally, the Floodplain Administrator may implement other measures to assist with the substantial damage determination and subsequent repair process. These measures include issuing press releases, public service announcements, and other public information materials related to the floodplain development permits and repair of damaged structures; coordinating with other federal, state, and local agencies to assist with substantial damage determinations; providing owners of damaged structures materials and other information related to the proper repair of damaged structures in special flood hazard areas; and assist owners of substantially damaged structures with Increased Cost of Compliance insurance claims.
      (Ord. 2010-5. Passed 1-19-10; Ord. 2021-10. Passed 3-2-21.)

1182.031 USE OF PRELIMINARY FLOOD INSURANCE RATE MAP (FIRM) AND/OR FLOOD INSURANCE STUDY (FIS) DATA.

   (a)   Zone A:
      (1)   Within Zone A areas designated on an effective FIRM, data from the preliminary FIRM and/or FIS shall reasonably be utilized as best available data.
      (2)   When all appeals have been resolved and a notice of final food elevation determination has been provided in a Letter of Final Determination (LFD), BFE and floodway data from the preliminary FIRM and/or FIS shall be used for regulating development.
   (b)   Zones AE, A1-30, AH, AO, VE, and V1-30:
      (1)   BFE and floodway data from a preliminary FIS or FIRM restudy are not required to be used in lieu of BFE and floodway data contained in an existing effective FIS and FIRM, subject to the following restrictions:
         A.   Where BFEs increase in a restudied area, communities have the responsibility to ensure that new or substantially improved structures are protected. Communities are encouraged to reasonably utilize preliminary FIS or FIRM data in instances where BFEs increase and floodways are revised to ensure that the health, safety and property of their citizens are protected.
         B.   Where BFEs decrease, preliminary FIS or FIRM data should not be used to regulate floodplain development until the LFD has been issued or until all appeals have been resolved.
      (2)   If a preliminary FIRM or FIS has designated floodways where none had previously existed, communities should reasonably utilize this data in lieu of applying the encroachment performance standard of Section 4.9(B) since the data in the draft or preliminary FIS represents the best data available.
   (c)   Zones B, C and X:
      (1)   Use of BFE and floodway data from a preliminary FIRM or FIS are not required for areas designated as Zone B, C or X on the effective FIRM which are being revised to Zone AE, A1-30, AH, AO, VE, OR V1-30. Communities are encouraged to reasonably utilize preliminary FIS or FIRM data to ensure that the health, safety and property of their citizens are protected.
         (Ord. 2021-10. Passed 3-2-21.)

1182.04 USE AND DEVELOPMENT STANDARDS FOR FLOOD HAZARD REDUCTION.

   The following use and development standards apply to development wholly within, partially within, or in contact with any special flood hazard area as established in Section 1182.01(d) or 1182.03(k)(1):
   (a)   Use Regulations.
      (1)   Permitted Uses. All uses not otherwise prohibited in this section or any other applicable land use regulation adopted by the City of Willowick are allowed provided they meet the provisions of these regulations.
      (2)   Prohibited Uses.
         A.   Private water supply systems in all special flood hazard areas identified by FEMA, permitted under Section 3701 of the Ohio Revised Code.
         B.   Infectious waste treatment facilities in all special flood hazard areas, permitted under Ohio R.C. Chapter 3734.
   (b)   Water and Wastewater Systems. The following standards apply to all water supply, sanitary sewerage and waste disposal systems in the absence of any more restrictive standard provided under the Ohio Revised Code or applicable state rules:
      (1)   All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems;
      (2)   New and replacement sanitary sewerage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharge from the systems into flood waters; and
      (3)   On-site waste disposal systems shall be located to avoid impairment to or contamination from them during flooding.
   (c)   Subdivisions and Other New Developments.
      (1)   All subdivision proposals and all other proposed new development shall be consistent with the need to minimize flood damage and are subject to all applicable standards in these regulations;
      (2)   All subdivision proposals and all other proposed new development shall have public utilities and facilities such as sewer, gas, electrical, and water systems located and constructed to minimize or eliminate flood damage;
      (3)   All subdivision proposals and all other proposed new development shall have adequate drainage provided to reduce exposure to flood damage; and
      (4)   In all areas of special hazard where base flood elevation data are not available, the applicant shall provide a hydrologic and hydraulic engineering analysis that generates base flood elevations for all subdivision proposals and other proposed developments containing at least fifty lots or five acres, whichever is less.
      (5)   The applicant shall meet the requirement to submit technical data to FEMA in Section 1182.03(j)(1)A.4. when a hydrologic and hydraulic analysis is completed that generates base flood elevations as required by Section 1182.04(c)(4).
   (d)   Residential Structures.
      (1)   New construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy. Where a structure, including its foundation members, is elevated on fill to or above the base flood elevation, the requirements for anchoring (subsection (d)(1) of this section) and construction materials resistant to flood damage (subsection (d)(2) of this section) are satisfied.
      (2)   New construction and substantial improvements shall be constructed with methods and materials resistant to flood damage.
      (3)   New construction and substantial improvements shall be constructed with electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities that are designed and/or elevated so as to prevent water from entering or accumulating within the components during conditions of flooding.
      (4)   New construction and substantial improvement of any residential structure including manufactured homes, shall have the lowest floor, including basement, elevated to or above the flood protection elevation.
      (5)   New construction and substantial improvements, including manufactured homes, that do not have basements and that are elevated to the flood protection elevation using pilings, columns, posts, or solid foundation perimeter walls with openings to allow the automatic equalization of hydrostatic pressure may have an enclosure below the lowest floor provided the enclosure meets the following standards:
         A.   Be used only for the parking of vehicles, building access, or storage; and
         B.   Be designed and certified by a registered professional engineer or architect to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of flood waters; or
         C.   Have a minimum of two openings on different walls having a total net area not less than one square inch for every square foot of enclosed area, and the bottom all such openings being no higher than one foot above grade. The openings may be equipped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters.
      (6)   Manufactured homes shall be affixed to a permanent foundation and anchored to prevent flotation, collapse or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy. Methods of anchoring may include, but are not limited to, use of over the top or frame ties to ground anchors.
      (7)   Repair or rehabilitation of historic structures upon a determination that the proposed repair or rehabilitation will not preclude the structure's continued designation as a historic structure and is the minimum necessary to preserve the historic character and design of the structure, shall be exempt from the development standards of Section 1182.04(d).
   (e)   Nonresidential Structures.
      (1)   New construction and substantial improvement of any commercial, industrial or other nonresidential structure in Zones A, A1-30, AE, AO and AH, when designated on the City's FIRM, and when designated on a preliminary or final FIRM issued by FEMA under the circumstances provided in Section 1182.031 shall meet the requirements of Section 1182.04(d)(1) through (3) and 1182.04(d)(5) through (7).
      (2)   New construction and substantial improvement of any commercial, industrial or other non-residential structure shall either have the lowest floor, including basement, elevated to or above the level of the flood protection elevation; or,
         together with attendant utility and sanitary facilities, shall meet all of the following standards:
         A.   Be dry floodproofed so that the structure is watertight with walls substantially impermeable to the passage of water to the level of the flood protection elevation;
         B.   Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy; and,
         C.   Be certified by a registered professional engineer or architect, through the use of a federal emergency management agency floodproofing certificate, that the design and methods of construction are in accordance with Section 1182.04(e)(2)A. and B.
   (f)   Accessory Structures. Structures that are 600 square feet or less which are used for parking and storage only are exempt from elevation or dry floodproofing standards within zones A, A1-30, AE, AO and AH designated on the City's FIRM. Such structures must meet the following standards:
      (1)   They shall not be used for human habitation;
      (2)   They shall be constructed of flood resistant materials;
      (3)   They shall be constructed and placed on the lot to offer the minimum resistance to the flow of floodwaters;
      (4)   They shall be firmly anchored to prevent flotation;
      (5)   Service facilities such as electrical and heating equipment shall be elevated or floodproofed to or above the level of the flood protection elevation; and
      (6)   They shall meet the opening requirements of Section 1182.04(d)(5)C.
   (g)   Recreational Vehicles. Recreational vehicles on sites within zones A, A1-A30, AE, AO, or AH must meet at least one of the following standards:
      (1)   They shall not be located on sites in special flood hazard areas for more than 180 days; or
      (2)   They must be fully licensed and ready for highway use; or
      (3)   They must be placed on the site pursuant to a floodplain development permit issued under Section 1182.03 and meet all standards of Section 1182.04(d).
   (h)   Gas or Liquid Storage Tanks. Within Zone A, A1-A30, AE, AO or AH, new or substantially improved above ground gas or liquid storage tanks shall be anchored to prevent flotation or lateral movement resulting from hydrodynamic and hydrostatic loads.
      (1)   In Zones V or VE, new or substantially improved above ground gas or liquid storage tanks shall be elevated with the bottom of the lowest horizontal supporting member above BFE on the landward side of buildings.
      (2)   In Zones V or VE, new or substantially improved underground gas or liquid storage tanks must be installed below the lowest eroded ground elevation.
   (i)   Assurance of Flood Carrying Capacity. Pursuant to the purpose and methods of reducing flood damage stated in these regulations, the following additional standards are adopted to assure that the reduction of the flood carrying capacity of watercourses is minimized:
      (1)   Development in Floodways.
         A.   In floodway areas, development shall cause no increase in flood levels during the occurrence of the base flood discharge. Prior to issuance of a floodplain development permit, the applicant must submit a hydrologic and hydraulic analysis, conducted by a registered professional engineer, demonstrating that the proposed development would not result in any increase in the base flood elevation; or
         B.   Development in floodway areas causing increases in the base flood elevation may be permitted provided all of the following are completed by the applicant:
            1.   Meet the requirements to submit technical data in Section 1182.03(j)(1);
            2.   An evaluation of alternatives, which would not result in increased base flood elevations and an explanation why these alternatives are not feasible;
            3.   Certification that no structures are located in areas that would be impacted by the increased base flood elevation;
            4.   Documentation of individual legal notices to all impacted property owners within and outside the community, explaining the impact of the proposed action to their property; and
            5.   Concurrence of the Mayor of the City of Willowick and the Chief Executive Officer of any other communities impacted by the proposed actions.
      (2)   Development in Riverine Areas with Base Flood Elevations but No Floodways.
         A.   In riverine special flood hazard areas identified by FEMA where base flood elevation data are provided but no floodways have been designated, the cumulative effect of any proposed development, when combined with all other existing and anticipated development, shall not increase the base flood elevation more than one foot at any point. Prior to issuance of a floodplain development permit, the applicant must submit a hydrologic and hydraulic analysis, conducted by a registered professional engineer, demonstrating that this standard has been met; or
         B.   Development in riverine special flood hazard areas identified by FEMA where base flood elevation data are provided but no floodways have been designated causing more than one foot increase in the base flood elevation may be permitted provided all of the following are completed by the applicant:
            1.   An evaluation of alternatives which would result in an increase of one foot or less of the base flood elevation and an explanation why these alternatives are not feasible;
            2.   Section 1182.04(i)(1)B., items 1. through 3. and 5.
      (3)   Alterations of a Watercourse. For the purpose of these regulations, a watercourse is altered when any change occurs within its banks. The extent of the banks shall be established by a field determination of the “bankfull stage.” The field determination of “bankfull stage” shall be based on methods presented in Chapter 7 of the USDA Forest Service General Technical Report RM-245, Stream Channel Reference Sites: An Illustrated Guide to Field Technique or other applicable publication available from a federal, state, or other authoritative source. For all proposed developments that alter a watercourse, the following standards apply:
         A.   The bankfull flood carrying capacity of the altered or relocated portion of the watercourse shall not be diminished. Prior to the issuance of a floodplain development permit, the applicant must submit a description of the extent to which any watercourse will be altered or relocated as a result of the proposed development, and certification by a registered professional engineer that the bankfull flood carrying capacity of the watercourse will not be diminished.
         B.   Adjacent communities, the U.S. Army Corps of Engineers, and the Ohio Department of Natural Resources, Division of Water, must be notified prior to any alteration or relocation of a watercourse. Evidence of such notification must be submitted to the Federal Emergency Management Agency.
         C.   The applicant shall be responsible for providing the necessary maintenance for altered or relocated portion of said watercourse so that the flood carrying capacity will not be diminished. The Floodplain Administrator may require the permit holder to enter into an agreement with the City of Willowick specifying the maintenance responsibilities. If an agreement is required, it shall be made a condition of the floodplain development permit.
         D.   The applicant shall meet the requirements to submit technical data in Section 1182.03(j)(1)A.3. when an alteration of a watercourse results in the relocation or elimination of the special flood hazard area, including the placement of culverts.
            (Ord. 2010-5. Passed 1-19-10; Ord. 2021-10. Passed 3-2-21; Ord. 2021-18. Passed 4-6-21.)

1182.041 DEVELOPMENT STANDARDS FOR COASTAL HIGH HAZARD AREAS AND MoWA AREAS.

   (a)   The requirements of Section 1182.041 apply to development in coastal high hazard areas designated Zone V or VE on the community's effective FIRM.
   (b)   All new construction and substantial improvements shall be elevated on pilings or columns that may be armored as necessary to withstand Lake Erie ice forces so that:
      (1)   The bottom of the lowest horizontal structural member supporting the lowest floor (excluding the pilings or columns) is elevated to or above the flood protection elevation, and
      (2)   The pile or column foundation and structure attached thereto is anchored to resist flotation, collapse and lateral movement due to the effects of wind and water loads acting simultaneously on all building components.
         A.   Water loading values should be those associated with the base flood.
         B.   Wind loading values shall be those defined according to the American Society of Civil Engineers 7-13. Minimum design loads and associated criteria for buildings and other structures, or current version adopted by Ohio Board of Building Standards.
         C.   A registered professional engineer or architect shall develop or review the structural design, specifications and plans for the construction, and shall certify that the design and methods of construction to be used are in accordance with accepted standards of practice for meeting provisions of Section 1182.041(c)(1) and (c)(2).
   (c)   All new construction and substantial improvements shall have the space below the lowest floor either free of obstruction or constructed with non-supporting breakaway walls, open wood lattice-work, or insect screening intended to collapse without causing collapse, displacement, or other structural damage to the elevated portion of the building or supporting foundation system.
      (1)   For the purpose of Section 1182.041(c), a breakaway wall shall have a design safe loading resistance of not less than ten and no more than twenty pounds per square foot.
      (2)   Use of breakaway walls which exceed a design safe loading resistance of twenty pounds per square foot (either by design or where so required by local or state code) may be permitted only if a registered professional engineer or architect certifies that the designs proposed meet all of the following conditions:
         A.   Breakaway wall collapse shall result from a water load less than that which would occur during the base flood; and
         B.   The elevated portion of the building and supporting foundation system shall not be subject to collapse, displacement or other structural damage due to the effects of wind and water loads acting simultaneously on all building components (structural and non-structural). Water loading values shall be those associated with the base flood. Wind loading values shall be those defined according to the American Society of Engineers 7-16. Minimum design loads and associated criteria for buildings and other structures, or equivalent standard.
      (3)   All space enclosed by breakaway walls, open wood lattice-work, or insect screening below the lowest floor shall be used solely for parking of vehicles, building access, or storage.
   (d)   The use of fill or redistributed existing fill, placed after the initial identification of Zones V, VE, or V1-30 on the community's FIRM, for structural support of buildings is prohibited.
   (e)   Alteration of sand dunes that will increase potential flood damage is prohibited.
   (f)   Placement or substantial improvement of manufactured homes must comply with Section 1182.041(a) to (f).
   (g)   Recreational vehicles must either:
      (1)   Be on site for fewer than 180 consecutive days;
      (2)   Be fully licensed and ready for highway use; or
      (3)   Comply with Section 1182.041(a) to (e).
         (Ord. 2021-10. Passed 3-2-21.)

1182.05 APPEALS AND VARIANCES.

   (a)   Appeals Board Established.
      (1)   The Willowick City Council shall appoint an Appeals Board consisting of three members. The members shall serve three-year terms after which they shall be reappointed or replaced by the City Council. Each member shall serve until his or her successor is appointed.
      (2)   A chairperson shall be elected by the members of the Appeals Board. Meetings of the Appeals Board shall be held as needed and shall be held at the call of the Chairperson, or, in his or her absence, the Acting Chairperson. All meetings of the Appeals Board shall be open to the public except that the Appeals Board may deliberate in executive session as part of quasi-judicial hearings in accordance with the law. The Appeals Board shall keep minutes of its proceedings showing the vote of each member upon each question and shall keep records of all official actions. Records of the Appeals Board shall be kept and filed with the Clerk of City Council, located at 30435 Lakeshore Boulevard, Willowick, Ohio 44095.
   (b)   Powers and Duties.
      (1)   The Appeals Board shall hear and decide appeals where it is alleged there is an error in any order, requirement, decision or determination made by the Floodplain Administrator in the administration or enforcement of these regulations.
      (2)   Authorized variances in accordance with Section 1182.05(d) of these regulations.
   (c)   Appeals. Any person affected by any notice and order, or other official action of the Floodplain Administrator may request and shall be granted a hearing on the matter before the Appeals Board provided that such person shall file, within ten days of the date of such notice and order, or other official action, a brief statement of the grounds for such hearing or for the mitigation of any item appearing on any order of the Floodplain Administrator's decision. Such appeal shall be in writing, signed by the applicant, and be filed with the Floodplain Administrator. Upon receipt of the appeal, the Floodplain Administrator shall transmit said notice and all pertinent information on which the Floodplain Administrator's decision was made to the Appeals Board. Upon receipt of the notice of appeal, the Appeals Board shall fix a reasonable time for the appeal, give notice in writing to parties in interest, and decide the appeal within a reasonable time after it is submitted.
   (d)   Variances. Any person believing that the use and development standards of these regulations would result in unnecessary hardship may file an application for a variance. The Appeals Board shall have the power to authorize, in specific cases, such variances from the standards of these regulations, not inconsistent with Federal regulations, as will not be contrary to the public interest where, owning to special conditions of the lot or parcel, a literal enforcement of the provisions of these regulations would result in unnecessary hardship.
      (1)   Application for a Variance.
         A.   Any owner, or agent thereof, of property for which a variance is sought shall make an application for a variance by filing it with the Floodplain Administrator, who upon receipt of the variance shall transmit to the Appeals Board.
         B.   Such application at a minimum shall contain the following information: Name, address, and telephone number of the applicant; legal description of the property; parcel map; description of the existing use; description of the proposed use; location of the floodplain; description of the variance sought; and reason for the variance request.
         C.   All applications for a variance shall be accompanied by a variance application fee in the amount of thirty-five dollars ($35.00).
      (2)   Notice for Public Hearing. The Appeals Board shall schedule and hold a public hearing within thirty days after the receipt of an application for a variance from the Floodplain Administrator. Prior to the public hearing, a notice of such hearing shall be given in a newspaper of general circulation in the community at least ten days prior to the date of the hearing.
      (3)   Public Hearing. At such public hearing, the applicant shall present such statements and evidence as the Appeals Board requires. In considering such variance applications, the Appeals Board shall consider and make findings of fact on all evaluations, all relevant factors, standards specified in other sections of these regulations and the following factors:
         A.   The danger that materials may be swept onto other lands to the injury of others.
         B.   The danger to life and property due to flooding or erosion damage.
         C.   The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner.
         D.   The importance of the services provided by the proposed facility to the community.
         E.   The availability of alternative locations for the proposed use that are not subject to flooding or erosion damage.
         F.   The necessity to the facility of a waterfront location, where applicable.
         G.   The compatibility of the proposed use with existing and anticipated development.
         H.   The relationship of the proposed use to the comprehensive plan and floodplain management program for that area.
         I.   The safety of access to the property in times of flood for ordinary and emergency vehicles.
         J.   The expected heights, velocity, duration, rate of rise, and sediment transport of the floodwaters and the effects of wave action, if applicable, expected at the site.
         K.   The costs of providing governmental services during and after flood conditions, including maintenance and repair of public utilities and facilities such as sewer, gas, electrical, and water systems, and streets and bridges.
      (4)   Variances shall only be issued upon:
         A.   A showing of good and sufficient cause.
         B.   A determination that failure to grant the variance would result in exceptional hardship due to the physical characteristics of the property. Increased cost or inconvenience of meeting the requirements of these regulations does not constitute an exceptional hardship to the applicant.
         C.   A determination that the granting of a variance will not result in increased flood heights beyond that which is allowed in these regulations; additional threats to public safety; extraordinary public expense, nuisances, fraud on or victimization of the public, or conflict with existing local laws.
         D.   A determination that the structure or other development is protected by methods to minimize flood damages.
         E.   A determination that the variance is the minimum necessary, considering the flood hazard, to afford relief.
      (5)   Upon consideration of the above factors and the purposes of these regulations, the Appeals Board may attach such conditions to the granting of variances as it deems necessary to further the purposes of these regulations.
      (6)   Other Conditions for Variances.
         A.   Variances shall not be issued within any designated floodway if any increase in flood levels during the base flood discharge would result.
         B.   Generally, variances may be issued for new construction and substantial improvements to be erected on a lot of one half acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, providing items in Section 1182.05(d)(3)A. to K. have been fully considered. As the lot size increases beyond one half acre, the technical justification required for issuing the variance increases.
         C.   Any applicant to whom a variance is granted shall be given written notice that the structure will be permitted to be built with a lowest floor elevation below the base flood elevation and the cost of flood insurance will be commensurate with the increased risk resulting from the reduced lowest floor elevation.
   (e)   Procedure at Hearings.
      (1)   All testimony shall be given under oath.
      (2)   A complete record of the proceedings shall be kept, except confidential deliberations of the Appeals Board, but including all documents presented and a verbatim record of the testimony of all witnesses.
      (3)   The applicant shall proceed first to present evidence and testimony in support of the appeal or variance.
      (4)   The Administrator may present evidence or testimony in opposition to the appeal or variance.
      (5)   All witnesses shall be subject to cross examination by the adverse party or their counsel.
      (6)   Evidence that is not admitted may be proffered and shall become part of the record for appeal.
      (7)   The Board shall issue subpoenas upon written request for the attendance of witnesses. A reasonable deposit to cover the cost of issuance and service shall be collected in advance.
      (8)   The Board shall prepare conclusions of fact supporting its decision. The decision may be announced at the conclusion of the hearing and thereafter issued in writing or the decision may be issued within a reasonable time after the hearing.
   (f)   Appeal to the Court. Those aggrieved by the decision of the Appeals Board may appeal such decision to the Lake County Court of Common Pleas, as provided in Ohio R.C. Chapter 2506.
(Ord. 2010-5. Passed 1-19-10.)

1182.06 ENFORCEMENT.

   (a)   Compliance Required.
      (1)   No structure or land shall hereafter be located, erected, constructed, reconstructed, repaired, extended, converted, enlarged or altered without full compliance with the terms of these regulation and all other applicable regulations which may apply to uses within the jurisdiction of these regulations, unless specifically exempted from filing for a development permit as stated in Section 1182.03(i).
      (2)   Failure to obtain a floodplain development permit shall be in violation of these regulations and shall be punishable in accordance with Section 1182.06(c).
      (3)   Floodplain development permits issued on the basis of plans and applications approved by the Floodplain Administrator authorize only the use, and arrangement, set forth in such approved plans and applications or amendments thereto. Use, arrangement, or construction contrary to that authorized shall be deemed a violation of these regulations and punishable in accordance with Section 1182.06(c).
   (b)   Notice of Violation. Whenever the Floodplain Administrator determines that there has been a violation of any provision of these regulations, he shall give notice of such violation to the person responsible therefore and order compliance with these regulations as hereinafter provided. Such notice and order shall:
      (1)   Be put in wiring on an appropriate form;
      (2)   Include a list of violations, referring to the section or sections of these regulations that have been violated, and order remedial action, which, if taken, will effect compliance with the provisions of these regulations;
      (3)   Specify a reasonable time for performance;
      (4)   Advise the owner, operator, or occupant of the right to appeal;
      (5)   Be served on the owner, occupant, or agent in person. However, this notice and order shall be deemed to be properly served upon the owner, occupant, or agent if a copy thereof is sent by registered or certified mail to the person's last known mailing address, residence, or place of business, and/or a coy is posted in a conspicuous place in or on the dwelling affected.
   (c)   Violations and Penalties. Violation of the provisions of these regulations or failure to comply with any of its requirements shall be deemed to be strict liability offense, and shall constitute an unclassified misdemeanor. Any person who violates these regulations or fails to comply with any of its requirements shall upon conviction thereof be fined an amount not to exceed five hundred dollars ($500.00). Each day of such violation continues shall be considered a separate offense. Nothing herein contained shall prevent the City of Willowick from taking such other lawful action as is necessary to prevent or remedy any violation. The City of Willowick shall prosecute any violation of these regulations in accordance with the penalties stated herein.
(Ord. 2010-5. Passed 1-19-10.)