[Adopted 4-10-2000]
This article is adopted under the authority granted by §§ 61.34(1), 61.354 and 62.234, Wis. Stats.
The purpose of this article is to promote the public health, safety and general welfare of this community and to diminish threats to the environment by:
A. 
Establishing procedures to control the adverse impacts of stormwater runoff and assure and protect the adequacy of existing drainage facilities to store and convey stormwater;
B. 
Promoting the attainment and maintenance of surface and ground water quality;
C. 
Minimizing the damages to public and private property, the dangers to public health and safety and the inconveniences and inefficiencies caused by poor surface drainage and flooding;
D. 
Reducing the adverse impacts of new land use development and redevelopment on the quantity and quality of stormwater runoff; and
E. 
Reducing stream channel erosion and sedimentation.
It is the intent of this article to achieve the aforestated purpose by requiring the preparation and implementation of duly approved site-specific stormwater management plans for sites proposed to be developed or redeveloped and properties proposed to be divided or subdivided and for logical subwatershed areas containing such sites or properties. All discharges of stormwater shall be made in a manner consistent with approved site-specific stormwater management plans, and all land development and redevelopment activities are intended to include stormwater management facilities and measures set forth in the approved plans. Where the Village has prepared and adopted a stormwater management system plan encompassing the site proposed to be developed or redeveloped or property proposed to be subdivided, the site-specific plan required shall be consistent with the system plan.
It is not intended by this article to repeal, abrogate, annul, impair or interfere with any existing easements, covenants, deed restrictions, agreements, ordinances, rules, regulations or permits previously adopted or issued pursuant to laws. However, wherever this article imposes greater restrictions, the provisions of this article shall govern.
In their interpretation and application, the provisions of this article shall be held to be minimum requirements and shall be liberally construed in favor of the Village and shall not be deemed a limitation or repeal of any other power granted by the Wisconsin Statutes.
This article shall be known as, referred to or cited as the "Stormwater Management Ordinance, Village of Elm Grove, Wisconsin."
The definitions as used in this article are as follows:
AGRICULTURAL ACTIVITIES
The planting, growing, cultivating and harvesting of crops, including sod; growing and tending of gardens and trees; harvesting of trees; and pasturing or yarding of livestock.
DETENTION FACILITY
A structure designed to temporarily store stormwater runoff for later release in order to delay and reduce peak flow rates and pollutant concentrations. The most common detention facilities include dry basins, and wet ponds where appropriate may also be used for detention storage, as well as vehicular parking lots, depressed landscaped areas, rooftops and underground storage chambers.
GROSS AGGREGATE AREA
The total area, in square feet, of all land located within the interior property boundary containing a proposed land development, redevelopment or property subdivision activity.
HYPSOMETRY
Those parts of a map which represent, usually by contour lines, the physical distance of the surface of the earth above a specified reference surface.
INFILTRATION
The process by which rainfall or surface runoff percolates or penetrates into the underling soil.
LAND DEVELOPMENT OR REDEVELOPMENT ACTIVITY
Any construction or reconstruction of buildings, roadways, parking lots, paved and unpaved storage areas and similar facilities.
OFF SITE
Located outside the exterior property boundaries described in the permit application for a proposed land development or redevelopment activity or outside the exterior boundaries of a proposed property subdivision.
ON SITE
Located within the exterior property boundaries described in the permit application for a proposed land development or redevelopment or within the exterior boundaries of a proposed property subdivision.
PLANIMETRY
Those parts of a map which represent the horizontal location and extent of man-made and natural features.
POST-DEVELOPMENT AND REDEVELOPMENT CONDITION
The extent and distribution of land cover and stormwater management facilities and measures anticipated to occur under conditions of full site development, redevelopment or property subdivision that will influence stormwater runoff and infiltration.
PROPERTY SUBDIVISION
A division of a lot, parcel or tract of land by the owner thereof or the owner's agent for the purpose of sale or building development and redevelopment where the act of division creates a number of parcels or building sites of a minimum size, as defined in Chapter 305, Land Division.
RETENTION FACILITY
A storage structure designed to reduce or eliminate the surface discharge of stormwater through evaporation and infiltration. Wet ponds are the most common type of retention storage, although wet ponds may also be used for detention storage.
SITE
The entire area of proposed land development, redevelopment or property subdivision.
SITE-SPECIFIC STORMWATER MANAGEMENT PLAN
A plan that identifies what actions should be taken to reduce stormwater quantity and pollutant loads from land development, redevelopment or property subdivision activities to levels meeting the purpose and intent of this article.
STORMWATER MANAGEMENT FACILITIES
A structure designed to control or convey stormwater runoff pollutant loads, discharge volumes and peak flow discharge rates.
STORMWATER MANAGEMENT MEASURE
A practice or technique to reduce stormwater runoff flow rates, volumes or pollutant loadings.
STORMWATER MANAGEMENT SYSTEM PLAN
A plan developed to address stormwater drainage and nonpoint source pollution control problems under both existing and planned conditions within a logical planning area, such as on a watershed or subwatershed, and which meets the purpose and intent of this article.
STORMWATER RUNOFF
That portion of the precipitation falling during a rainfall event or that portion of snow melt that runs off the surface of the land and into the natural or artificial drainage system.
SUBDIVIDE OR SUBDIVISION
The development, redevelopment or any form of property division which affects property satisfying any of the dimensional or other criteria in § 325-31 of this article.
WETLAND
An area where the groundwater elevation is at, near or above the land surface, characterized by both hydric soils and the presence of hydrophytic plants. For the purpose of this article, a wetland shall have a minimum area of 2.5 acres. It should be noted that wetlands having a smaller area than 2.5 acres may be regulated for other purposes by the federal, state, county and municipal governments.
WETLAND FUNCTIONAL VALUE
The type, quality and significance of the ecological and cultural benefits provided by wetland resources, such as flood storage, water quality protection, groundwater recharge and discharge, shoreline protection, fish and wildlife habitat, floral diversity, aesthetics, recreation and education.
The jurisdiction of this article shall include all lands or waters within the corporate limits of the Village of Elm Grove.
A. 
No person shall discharge, spill or otherwise deposit substances or materials which are not entirely composed of stormwater into receiving bodies of surface water, storm sewers or other drainage facilities or onto driveways, sidewalks, parking lots or other impervious or pervious areas that drain into the streams and watercourses of the area. No person shall connect a building wastewater sewer or drain to storm sewers or other stormwater drainage facilities.
B. 
The following discharges are exempt from the provision of this article:
(1) 
Discharge authorized by a permit issued by the Wisconsin Department of Natural Resources;
(2) 
Discharges resulting from fire-fighting activities;
(3) 
Discharges from uncontaminated groundwater, potable water sources, roof drains, foundation drains and foundation drain sump pump discharges, air-conditioning condensation, lawn watering, water main and hydrant flushing and swimming pools, if the pool water has been dechlorinated;
(4) 
Discharges from individual automobile washing by automobile owners not involving any commercially zoned site;
(5) 
Agricultural activities, such activities, however, being subject to good soil and water conservation practices; and
(6) 
Facility maintenance activities undertaken by any federal, state, county or municipal agency, such activities, however, being subject to construction erosion control measures.
[Amended 12-17-2002]
A. 
No person shall proceed with any residential, commercial, industrial or institutional land use development or redevelopment or with the division or subdivision of property without providing appropriate stormwater management facilities that adequately control stormwater runoff from such development or redevelopment or subdivided property. A site-specific stormwater management plan must be submitted and approved by the Village Engineer before any required new stormwater management facilities are constructed, unless exempted or waived pursuant to the provisions of this article. An approved site-specific stormwater management plan is also required before an existing drainage system is relocated, deepened, widened, enlarged, filled, obstructed or otherwise altered in preparation for land use development and redevelopment or division or subdivision of property. The plan must be submitted and approved before any land use development and redevelopment is commenced or a land subdivision plat or certified survey map is approved and recorded.
B. 
Milwaukee Metropolitan Sewerage District Rules ("MMSD Rules") contained in Chapter 13 on Surface Water and Stormwater Runoff Management (effective January 1, 2002) and all future amendments thereto are hereby adopted by reference. There shall be compliance with all applicable provisions contained in MMSD Rules Chapter 13 as may be amended from time to time that pertain to stormwater runoff management and plan submittal requirements in addition to the stormwater requirements of the Village of Elm Grove ordinances. This shall include, but not be limited to, plat approval under Chapter 236 Wis. Stats., construction site erosion control and post-construction stormwater quality best management practices to abate pollutant runoff.
C. 
The Village Clerk or Village Zoning Administrator shall have available a current copy of MMSD Rules Chapter 13 which shall be open to public inspection.[1]
[1]
NOTE: The MMSD Rules and Stormwater Quality Guidance materials on best management practices for peak stormwater runoff apply to any development adding 0.5 acre or more of impervious surface. They are available to read and print at www.mmsd.com [MMSD website].
This article applies to land use development, redevelopment and property division or subdivision activities which meet the following criteria:
A. 
Residential land use development, redevelopment or property division or subdivision occurring within a gross aggregate area of more than five acres;
B. 
Residential land use development or redevelopment occurring within, or property division of, a gross aggregate area of more than three acres, if 1.5 acres or more of impervious surfaces are proposed;
C. 
Nonresidential land use development, redevelopment or property division or subdivision occurring within a gross aggregate area of more than 1.5 acres, if 0.5 acre or more of impervious surfaces are proposed; and
D. 
Land use development, redevelopment or property division or subdivision of any size area that in the opinion of the Village Engineer is likely to result in stormwater runoff which exceeds the safe capacity of existing drainage facilities or receiving watercourse; which causes undue channel erosion; which increases surface water pollution; or which endangers property or public health and safety.
The following development and redevelopment activities are exempt from the requirement of this article:
A. 
Maintenance, alteration, improvement or use of an existing structure which does not significantly affect the water quality or hydrologic and hydraulic conditions of the surface water resources of the subwatershed concerned as determined by the Village Engineer in writing;
B. 
Maintenance activities undertaken by any federal, state or municipal governmental agency;
C. 
Stormwater management facilities to be constructed or measures to be undertaken by the Village when the Village Engineer has determined that a stormwater management plan is not required; and
D. 
Agricultural activities not associated with development and redevelopment.
The Village Engineer may waive the requirements of this article in part or in whole. A request for waiver shall be submitted to the Village Engineer and shall include a narrative description and drawings of the proposed development or redevelopment or subdivision for which the waiver is being requested. The Village Engineer may grant a waiver if the Village Engineer finds that:
A. 
The development or redevelopment or subdivision is not likely to:
(1) 
Significantly increase or decrease the rate or volume of stormwater runoff from the development, redevelopment or subdivision site;
(2) 
Have a significant adverse impact on a wetland or other environmentally sensitive area;
(3) 
Significantly contribute to the degradation of surface or ground water quality; or
(4) 
Otherwise significantly impair attainment of the purpose of this article; and
B. 
The applicable adopted stormwater management system plan does not indicate the need for any site-specific stormwater management measures on the site concerned.
The site-specific stormwater management plan required by this article shall meet the following requirements:
A. 
General.
(1) 
The stormwater management plan shall be prepared by a registered professional engineer and shall contain all of the information required to evaluate the adequacy of the plan and the probable impacts of implementation of the plan on the quality and quantity of stormwater discharges, on existing drainage facilities and on surface and ground water quality. The plan shall contain the name, address and telephone number of the owner or developer of the site concerned, of the registered professional engineer preparing the plan, of the person responsible for installation of the stormwater management facilities recommended in the plan and of the person responsible for the maintenance of those facilities.
(2) 
The plan shall consist of narrative descriptions and explanations; maps, charts and graphs; tables; photographs; supporting calculations; and references to recognized engineering text and manuals as may be necessary to provide a clear and concise description of the plan. The sources of maps and data presented in the plan shall be identified.
B. 
Existing site conditions. The plan shall include a map and description of the existing conditions of the site concerned, including:
(1) 
A map of the site at a scale of one inch equals 100 feet or larger showing the property boundaries referenced to the United States Public Land Survey System or to a lot and block of a recorded subdivision plat and the topography of the site, including contours shown at an interval of two feet or less, together with such spot elevations as may be necessary; the contours and spot elevations shall be referenced to the National Geodetic Vertical Datum of 1929;
(2) 
The hydrologic and hydraulic characteristics of the site, including drainage flow paths and directions of flow onto, through and out of the site; related drainage basin boundaries; times of concentration; and rates and volumes of flow;
(3) 
The location of areas where stormwater may collect or percolate into the ground;
(4) 
Groundwater elevations referred to the National Geodetic Vertical Datum of 1929;
(5) 
Soils by hydrologic group;
(6) 
Cover type and condition;
(7) 
Location and extent of impervious surfaces, including type and condition of the surfaces;
(8) 
Locations and outlines of all buildings or other structures;
(9) 
Location of all receiving bodies of surface water on or adjacent to the site into which stormwater flows;
(10) 
Location and extent of the one-hundred-year recurrence interval flood hazard area associated with any perennial stream or watercourse on or adjacent to the site;
(11) 
Information regarding current water quality objectives and current water quality conditions in any perennial watercourses located on or adjacent to the site;
(12) 
Locations of points of discharge of stormwater runoff from adjacent tributary areas together with the size of those areas expressed in acres;
(13) 
Locations, sizes and elevations of all existing storm sewers, channels, ditches, detention or retention ponds or other engineered drainage facilities on or adjacent to the site, the elevations being referred to the National Geodetic Datum of 1929; and
(14) 
Locations of any existing water supply wells and wellhead protection areas.
C. 
Proposed post-development and redevelopment site conditions. The plan shall describe the alterations proposed to be made to the site and the resulting proposed post-development and redevelopment conditions. The description shall include:
(1) 
Proposed changes in the planimetry of the site and in the hypsometry of the site by contours having the same contour interval and referred to the same datum as used to present the hypsometry of the existing site conditions;
(2) 
The location and outline of all proposed buildings or other structures;
(3) 
Changes in the location, extent and type of impervious surfaces;
(4) 
The location and extent of areas where vegetation is to be disturbed or planted;
(5) 
Changes in the drainage flow paths into, through and out of the site and related changes in drainage basin boundaries;
(6) 
The location, elevations and sizes of all proposed minor and major stormwater management facilities; the former, including all storm sewers and inlets, and the later, including curbed roadways, roadway ditches, culverts, storage facilities and interconnected flow paths, all elevations being referred to the National Geodetic Vertical Datum of 1929;
(7) 
Any changes to lakes, streams, watercourses or wetlands on or adjacent to the site concerned; and
(8) 
The location and widths of required public rights-of-way or easements existing or needed to accommodate the recommended stormwater management facilities. Any needed improvements to existing facilities shall also be shown in detail.
D. 
Anticipated impacts. The plan shall contain a description of the following anticipated impacts of stormwater runoff from the proposed development, redevelopment or property subdivision as managed by the facilities and measures recommended in the plan:
(1) 
Increases or decreases in the rates and volumes of stormwater runoff;
(2) 
Changes in the locations and conveyance capacities of points of discharge of stormwater from and to the site concerned;
(3) 
Adequacy of receiving storm sewer, engineered stormwater management facility or watercourse to convey or store the anticipated peak rate of stormwater discharge from the site concerned, giving due consideration to existing flows;
(4) 
Changes in the location and extent of the one-hundred-year recurrence interval flood hazard area of any perennial watercourse location within or through, or adjacent to, the site concerned;
(5) 
Changes in the quality of receiving wetlands and bodies of surface water;
(6) 
Changes in groundwater elevations referred to National Geodetic Vertical Datum of 1929; and
(7) 
Impacts on municipal wellhead protection areas.
E. 
Proposed stormwater management facilities and measures. The plan shall include a definitive description of the stormwater management facilities and measures proposed to be used for the control of the quantity and quality of the anticipated stormwater runoff from the proposed development, redevelopment or property subdivision. The measures and descriptions may include:
(1) 
For detention and retention facilities: locations, areas, depths, volumes, inlet and outlet configurations and elevation of the bottoms and of key inlet and outlet control structures, all elevations being referred to National Geodetic Vertical Datum of 1929;
(2) 
For conveyance facilities: locations of inlets and manholes and associated rim and invert elevations and pipe sizes; locations, elevations and cross sections of ditches, swales and channels; and culvert sizes, inlet and outlet configurations and elevations, all elevations being referred to National Geodetic Vertical Datum of 1929;
(3) 
Areas to be used for percolation into the groundwater reservoir;
(4) 
Provisions for the control of erosion and sedimentation, including control of off-site impacts; and
(5) 
Measures to abate any potential pollution of surface and ground waters.
F. 
Hydrologic computations. The plan shall include computations of peak flow rates and discharge volumes for the two-year, ten-year and one-hundred-year recurrence interval rainfall events for each point of discharge into and out of the site concerned under existing and planned development and redevelopment conditions. The data shall include times of concentration to key junctions in flow paths and to points of discharge into and out of the site.
G. 
Construction schedule and costs. The plan shall include a schedule for the construction of the recommended stormwater management facilities and estimates of attendant capital and operation and maintenance costs.
The site-specific stormwater management system plan required under the provisions of this article shall be designed in accordance with good engineering practice. The specific methods to be used in the calculation of peak rates of discharge, volumes and water quality conditions and of the hydraulic capacities of storage and conveyance facilities shall be left to the judgment of the professional engineer preparing the plan, subject, however, to the approval of the Village Engineer. The site-specific stormwater management system shall be designed such that the natural topography and land cover, including such features as high-quality woodlands, wetlands, swales, natural depressions, native soil infiltration capacity and natural groundwater recharge areas, are protected and preserved to the maximum extent practicable.
The stormwater management facilities and measures required to serve land use development, redevelopment and property subdivision activities subject to this article shall be designed to meet the following minimum standards:
A. 
Stormwater discharges shall be treated to achieve the levels of pollutant removals specified in the adopted Village stormwater management system plan. Unless otherwise specified in the above-noted plans, stormwater management measures shall be designed with the general goal of removing, on an average annual basis, 80% of the suspended solids load that may be expected in the absence of control. To achieve this level of removal, the stormwater management measures shall be designed to accommodate, at a minimum, the runoff volume resulting from 1.5 inches of rainfall.
B. 
Discharge of urban stormwater pollutants to wetlands shall be minimized to the extent practicable. Significant degradation of wetland functional values due to stormwater pollutant loading shall be avoided.
C. 
Stormwater discharges shall be pretreated prior to infiltration to prolong maintenance of the infiltration capacity and to prevent discharge of stormwater pollutants and concentrations that would result in exceeding groundwater quality standards established by the Wisconsin Department of Natural Resources.
D. 
Stormwater detention, retention and infiltration facilities shall not be located closer than allowed by applicable sections of the Wisconsin Administrative Code. The stormwater management plan shall show all wells within the following areas: 100 feet from a well serving a private water system; or 1,200 feet from a well serving a municipal or a community/subdivision water supply system; or within the wellhead protection areas of a well serving a municipal or a community/subdivision water supply system, if such a protection area has been delineated. Copies of any variances to the Administrative Code obtained from the state must be furnished to the Village prior to the start of construction.
E. 
In the design of the stormwater facilities and measures, due consideration shall be given to the design criteria and standards set forth in the Wisconsin Stormwater Manual prepared and published by the Wisconsin Department of Natural Resources and as may be revised from time to time.
A. 
The conveyance and storage facilities incorporated into the site-specific stormwater management system plan required under this article shall be designed as an integral part of existing stormwater systems, provided that there is no downstream flooding. In the event that there is downstream flooding, the Village Engineer may require site-specific measures that will not increase downstream storm flows.
B. 
Design criteria and standards for stormwater management measures shall be made available by the Village Clerk in cooperation with the Village Engineer.
C. 
Peak flow shaving components of stormwater structures shall be designed in accordance with standard engineering practice.
D. 
Runoff volumes and peak flows rates used in designing the water quantity and quality components of stormwater structures shall be based on the principles of the document entitled "Urban Hydrology for Small Watersheds" (Technical Release 55: Engineering Division, United States Department of Agriculture, June 1992), Natural Resources Conservation Service or other methods approved by the Village Engineer.
E. 
Unless otherwise specified in the Village stormwater management system plan or where determined by the Village Engineer to be not needed, the peak flow discharge rates of stormwater runoff from the site under post-development conditions shall not exceed the rates under existing conditions, as calculated under § 325-34F.
Stormwater detention and retention control facilities included in the stormwater management system plan required under this article shall be designed in conformance with the adopted Village stormwater management system plan.
The Village Engineer may establish stormwater management requirements either more or less stringent than those set forth in this article provided that the Village Engineer finds that one or more of the following conditions applies:
A. 
A higher level of quality in the stormwater discharge is required to protect sensitive environmental resources.
B. 
A higher level of protection from ponding or flooding is required to protect the public health and safety.
C. 
Provisions are available to manage the stormwater runoff by off-site facilities, provided that all of the following conditions are met for the off-site facilities: the facilities are in place; the facilities are adequately sized to provide a level of stormwater runoff control equal to or greater than that which would be afforded by on-site facilities and measures meeting the requirements of this article; and a legal entity exists that is responsible for the maintenance of the facilities.
An irrevocable letter of credit of sufficient duration or certified check shall accompany the plan to guarantee implementation of the proposed stormwater management measures recommended in the plan. The amount of the guaranty shall be based upon the estimated initial construction costs and shall be for 125% of those costs. Upon completion of the recommended measures and submittal of the as-built plan required under § 325-44D(5) of this article, any portion of the guaranty not utilized shall be released or returned.
If the Village Engineer at any time finds that the stormwater management measures constructed in accordance with the system plan are not being properly maintained or if they are altered in any way from the location, configuration and capacity of the measures specified in the approved plan, the Village Zoning Administrator, upon the recommendation of the Village Engineer, shall issue an order to the owner to undertake the needed maintenance or repair. In the event of noncompliance by the owner within 10 calendar days of actual service of the order or the taking of an appeal, the Village may seek an injunction to compel action by the owner. The cost of such legal enforcement action for maintenance shall be levied as a special charge pursuant to § 66.60(16), Wis. Stats., against the property concerned. The special charge shall be collectible in the manner as provided in § 66.60(16) and (17), Wis. Stats.
The following shall be deemed to constitute public nuisances and may be prosecuted as such by the Village and may be enforced by injunction:
A. 
Any development, redevelopment or property subdivision that is commenced without an approved stormwater management plan as required by this article;
B. 
Any stormwater drainage facility which is not constructed in accordance with the stormwater management plan required under this article;
C. 
Any drainage facility not maintained in accordance with § 325-41 of this article; and
D. 
Any activity which adversely impacts on surface or ground water quality.
When the Village Engineer finds that a willful violation of the provisions of this article exists, the Village Engineer shall inform the Zoning Administrator, who may order the owner of the site concerned to correct the violation by issuing a notice of violation or stop-work order.
A. 
Any person who commences any site improvements without an approved plan as required by this article may be required to restore the land to its original condition within a period of 30 days.
B. 
If the owner fails to take corrective action after being noticed, the Village may take all steps necessary to correct the violation, including but not limited to using Village forces or engaging contractors after obtaining an injunction in the absence of consent of the owner.
C. 
If the owner concerned has filed an irrevocable letter of credit or certified check under § 325-40 of this article, the appropriate guaranty shall be drawn upon.
D. 
If the owner has not filed an irrevocable letter of credit or certified check the cost shall be levied as a special charge against the property concerned under § 66.60(16), Wis. Stats.
E. 
Any person who does not comply with the provisions of this article shall be subject to a forfeiture of not less than $100 and not more than $1,000 for each offense, together with the costs of prosecution. Each day a violation exists shall be deemed to constitute a separate offense.
A. 
No person shall undertake a land development, redevelopment or property subdivision activity subject to the requirements of this article without receiving a permit from the Village Engineer prior to commencing the proposed land development, redevelopment or property subdivision activity.
B. 
Permit application and fee. Any person desiring a permit shall submit to the Village Engineer a permit application made on a form provided by the Village. The application must be accompanied by the site-specific stormwater management plan required under the provisions of this article, the financial guarantee required under the provisions of this article and a nonrefundable permit administration fee of $225.
C. 
The Village Engineer shall, within 30 calendar days of the receipt of a permit application, review the application for compliance with the requirements of this article and shall advise the Zoning Administrator, who shall inform the applicant whether the application plan and financial guaranty are approved or disapproved. If the application is approved, the permit shall be issued by the Village Zoning Administrator. If the application is disapproved, the applicant shall be advised in writing of the reasons for disapproval.
D. 
Permit conditions. All permits issued under this article shall be subject to the following conditions, and holders of permits issued under this article shall be deemed to have accepted these conditions. The Village Zoning Administrator may suspend or revoke a permit for violation of a permit condition following written notification to the permit holder.
(1) 
Compliance with a permit issued under this article does not relieve the permit holder of responsibility to comply with other applicable federal, state and municipal laws and regulations.
(2) 
The permit holder shall properly install all structural and nonstructural stormwater management measures recommended in the approved site-specific stormwater management plan.
(3) 
The permit holder shall notify the Village Engineer at least three working days before commencing any work to implement the approved site-specific stormwater management plan and within the next working day upon completion of the work.
(4) 
Upon completion of the stormwater management facilities and other measures required by the approved plan, the Village Engineer shall conduct an inspection of those facilities and measures to determine if they were constructed in accordance with the approved plan and the requirements of this article. The Village Engineer shall inform the Zoning Administrator, who shall notify the permit holder in writing of any changes required in the facilities and measures to bring them into compliance with the approved plan and the requirements of this article.
(5) 
Upon final approval of the constructed stormwater management facilities, the developer or subdivider shall have an as-built plan prepared by a licensed professional engineer or registered land surveyor correctly showing the locations, configurations and elevations of the completed facilities and measures. The as-built plan shall be prepared to the same scale, contour interval and vertical datum as the approved site-specific stormwater management plan and shall be subject to the approval of the Village Engineer.
(6) 
If so directed by the Village Zoning Administrator, the permit holder shall repair, at the permit holder's own expense, any and all damage to adjoining municipal facilities and drainageways caused by stormwater runoff where such damage was caused by activities not in compliance with the approved site-specific stormwater management plan.
(7) 
The permit holder shall permit access to the site and property concerned by the Village Engineer and Zoning Administrator for the purpose of inspecting the stormwater management facilities and measures for compliance with the approved site-specific stormwater management plan.
(8) 
Where a site-specific stormwater management plan proposes changes in the direction, in the peak rates or in the total volume of runoff from a site, the Village Engineer shall advise the Zoning Administrator, who may require the permit holder to present written evidence that appropriate legal arrangements have been implemented with adjacent property owners concerning the prevention of damage to property or danger to public health and safety.
E. 
Permits issued under this article shall be valid from the date of issue through the date upon which the Village Zoning Administrator notifies the permit holder that all stormwater management facilities and measures have satisfactorily met final inspection by the Village Engineer.
A. 
Any person aggrieved by the administration of this article may appeal the decision to the Board of Appeals established by the Village pursuant to § 62.23(7)(e), Wis. Stats. The Board shall hear and decide appeals where it is alleged that there is an error in any order, decision or determination made by the Village Engineer or Zoning Administrator in administering this article and upon appeal may authorize variances from the provisions of this article which are not contrary to the public interest and where, owing to special conditions, a literal enforcement of the provision of this article would result in unnecessary hardship and shall use the rules, procedures, duties, and powers authorized by state statute in hearing and deciding appeals and authorizing variances.
B. 
The owner may appeal to the Board of Appeals within 10 calendar days of actual service of the order. If an appeal is not taken by filing in writing with the Village Clerk within such 10 days, the order shall be final. Hearings before the Board of Appeals shall be conducted pursuant to § 62.23(7)(e), Wis. Stats.