[HISTORY: Adopted by the Board of Supervisors of the Township of Kilbuck 11-19-1984 by Ord. No. 1 as Part 19 of the 1984 Code. Amendments noted where applicable.]
GENERAL REFERENCES
Uniform construction codes — See Ch. 84.
Floodplain management — See Ch. 103.
Sewers and water — See Ch. 170.
Streets and sidewalks — See Ch. 178.
Subdivision and land development — See Ch. 182.
A. 
Title. This chapter shall be known and may be cited as "The Kilbuck Township Grading Ordinance."
B. 
Purpose. The purpose of this chapter is to provide minimum standards to safeguard persons and property, to protect and to promote the public welfare, by preventing excess erosion, hazardous rock and soil slippage, sediment production and other soil and water management problems, and by regulating and controlling the design, construction, quality of materials, use, location and maintenance of grading, excavation and fill.
A. 
Interpretation in zoning.[1]
[1]
Editor's Note: See Ch. 215, Zoning.
B. 
Meanings of words. Wherever used in this chapter, the following words shall have the meanings indicated:
ADMINISTRATOR
The qualified individual designated by proper motion or resolution by the Board of Supervisors to act on behalf of the Township of Kilbuck under this chapter.
[Amended 7-18-1995 by Ord. No. 47]
BEDROCK
Natural rocklayer, hard or soft, in place at ground surface or beneath unconsolidated surficial deposits.
ENGINEERING GEOLOGIST
A person who holds a degree in geology from an accredited college or university and who has training and experience in the field of engineering geology.
ENGINEER, PROFESSIONAL
A person licensed by the Commonwealth of Pennsylvania to practice engineering and who is knowledgeable in the branch of civil engineering.
EROSION
The detachment and movement of soil or rock fragments by water, wind, ice or gravity, including such processes as gravitational creep.
EXCAVATION
Any act by which earth, sand, gravel, rock or any other similar material is cut into, dug, quarried, uncovered, removed, displaced, relocated or bulldozed and shall include the conditions resulting therefrom.
FILL
Any act by which earth, sand, gravel, rock or any other material is deposited, placed, pushed, dumped, pulled, transported or moved to a new location and shall include the condition resulting.
GOVERNING BODY
The Board of Supervisors of the Township of Kilbuck.
GRADING
Excavation or fill or any combination thereof and shall include the conditions resulting from any excavation or fill.
GRADING PERMIT
Any permit required under these regulations.
HAZARD
A danger or potential danger to life, limb, or health, or an adverse effect or potential adverse effect to the safety, use or stability of property, waterways, public ways, structures, utilities and storm sewers; including stream pollution.
RETAINING WALL
See § 115-13.
SITE
A lot, tract or parcel of land or a series of lots, tracts, or parcels of land which are adjoining where grading work is continuous and performed at the same time.
SOILS ENGINEER
A person registered by the Commonwealth of Pennsylvania as a professional engineer and who has training and experience in the branch of soils engineering.
SOIL SURVEY
The unpublished and operational soil survey for Allegheny County, Pennsylvania, and the accompanying text Soil Survey Interpretation of Allegheny County, Pennsylvania, as prepared by the USDA Soil Conservation Service et al. When applicable, “soil survey” shall mean Soil Survey, Allegheny County, Pennsylvania.
SOLID WASTE
All parts or combinations of ashes, garbage, refuse, radioactive material, combustible demolition materials and industrial wastes such as food-processing wastes, wood, plastic, metal scrap, etc.
A. 
A grading permit must be obtained from the administrator for new grading, excavations and fills; changes, additions or alterations made to existing excavation or fills shall conform to the provisions of these regulations. A separate grading permit shall be required for each site. One permit may cover the grading, excavation and any fills made on the same site.
[Amended 7-19-2005 by Ord. No. OO-05-2]
B. 
Only one permit is required for a continuous parcel to be graded for a proposed major planned development, such as residential planned unit development or a planned industrial park when adequate standards or requirements for grading the parcel are approved by the administrator.
A grading permit will not be required for any of the following situations:
A. 
Grading is limited to mining, quarrying or stockpiling of coal, rock, sand, aggregate or clay that satisfies requirements of regulations of the Commonwealth of Pennsylvania.
B. 
Grading is limited to solid waste disposal areas or sanitary landfills operated in accordance with the requirements, rules and ordinances adopted by the Pennsylvania Department of Environmental Protection and the Allegheny County Department of Health.
C. 
Excavation does not exceed five feet in vertical depth, does not result in cut and/or fill slope steeper than four horizontal to one vertical and does not exceed an area of 500 square feet for areas recognized by the Soil Survey or better source as containing landslide-prone soils. Better sources recognizing landslide-prone soil areas may be the Pennsylvania Bureau of Topographic and Geologic Survey, a professional engineer experienced in geology or an engineering geologist.
D. 
Excavation does not exceed 10 feet in vertical depth, does not result in a cut or fill slope steeper than four horizontal to one vertical and does not exceed an area of 2,000 square feet in areas of soils not recognized by the Soil Survey or better as landslide-prone.
[Amended 7-18-1995 by Ord. No. 47]
E. 
Fill amount does not exceed 50 cubic yards on any one site.
F. 
Fill does not exceed 10 feet in vertical depth at its deepest point measured from the top of such fill to the natural ground surface, the area of fill does not exceed 2,000 square feet and the slope of fill is not steeper than four horizontal to one vertical.
[Amended 7-18-1995 by Ord. No. 47]
G. 
Grading does not exceed new construction authorized by a building permit properly issued by the governing body. Grading under the authorization of a building permit should follow the standards and requirements of this chapter.
H. 
Soil excavated under the authorization of a building permit properly issued by the governing body is temporarily stockpiled on the same site as excavation, provided, however, that if the material from such excavation is thereafter to be used for fill purposes for which a grading permit is required, such permit must be obtained prior to such use in accordance with the requirements of this chapter. In addition, if excavated material is stockpiled on a site for a period of longer than 120 days, then a permit shall be necessary when disposing of the fill material.
A. 
Whenever the governing body, upon the recommendation of its administrator, determines that any existing excavation, embankment or fill has become a hazard as defined in § 115-2, the owner of the property upon which the excavation, embankment, or fill is located, or other person or agent in control of said property, upon receipt of notice in writing from the administrator shall within the reasonable period specified therein repair, reconstruct or remove such excavation, embankment, or fill so as to eliminate the hazard.
B. 
If, after such notification, the property owner has not made the necessary repairs within the time adopted, then the governing body may direct government employees to make the required repairs and the cost thereof shall be borne by the property owner by a lien filed as provided by law.
A. 
Every applicant for a grading permit shall file a written application therefor with the administrator in a form prescribed by the administrator. Such application shall:
(1) 
Describe the land on which the proposed work is to be done by lot, block, tract or street address, or similar description which will readily identify and definitely locate the proposed work.
(2) 
Be accompanied by plans and specifications to include but not be limited to:
[Amended 6-11-2008 by Ord. No. O-08-02]
(a) 
Plans prepared, signed and sealed by a professional engineer, surveyor, or architect giving a reasonable picture of the site and proposed soil erosion controls, if any. The administrator may waive the preparation or approval and signature by the professional engineer, surveyor or architect only when it is self-evident that the proposed work is simple, clearly shown on the plans submitted, and creates no potential nuisance to adjacent property or hazard, and does not include the construction of a fill upon which a structure may be erected.
(b) 
Such plans shall include a description of the site proposed for grading; accurate location by lot, block, tract, street address, longitude and latitude, coordinates, a location map, North arrow, scale, or other similar information.
(c) 
A contour map showing the present contours of the land and the proposed contours of the land after the completion of the proposed grading.
(d) 
A plan showing the cross sections of the proposed cut or fill which shows the method of benching both cut and/or fill.
(e) 
A plot plan shall show the location of the grading, valid boundaries, lot lines, neighboring streets or ways, buildings, rights-of-way, easements, locations of trees, natural features, surface and subsurface utilities and waterways.
(f) 
The plan shall show the owners of adjacent properties, including but not limited to the location of any existing structures and driveway locations.
(g) 
Plans shall include a description of the type and classification of the soil from the Soil Survey or better; details and location of any proposed drainage structures and pipes, wall and cribbing; seeding locations and schedules, debris basins, diversion channels; nature of fill material and such other information as the administrator may need to carry out the purposes of this chapter.
(h) 
Plans shall show the volume of cut and fill for the proposed grading.
(i) 
Provide specifications which shall set forth details of the work, such as materials, methods, procedures, and insurances.
(j) 
Provide calculations by a registered professional engineer showing the safety of any existing or proposed earth-retaining structures and the design pressures for these structures.
(k) 
All plans shall be dated and bear the name and seal of the professional engineer who prepared the same, the name of the applicant, and the owner of the land.
(l) 
Plans shall be submitted in triplicate, one set of which shall be reproducible by nature.
(3) 
State the estimated dates for the starting and completion of grading work.
(4) 
State the purpose for which the grading application is filed.
(5) 
Be accompanied by a grading permit application fee, and any cost reimbursement deposit required, in the form of a check payable to Kilbuck Township, in the amount required by the fee schedule adopted by the Kilbuck Township Board of Supervisors. An application not accompanied by the appropriate fee shall be incomplete and shall be returned to the applicant by the administrator.
[Added 6-11-2008 by Ord. No. O-08-02]
B. 
The duty of the administrator shall be to obtain information and reports from governmental agencies, and scientific and/or engineering journals, if available, and professional engineers and/or engineering geologists, if necessary. This information and these reports must be of sufficient detail to insure that proposed grading will not create a hazard and that there will be a minimum of soil erosion on the site to be graded.
C. 
To be adequate, a geological report may include a detailed description of the geological conditions of the site; may include conclusions and recommendations that will demonstrate the relationship of the geological conditions to the proposed development, including hazardous conditions, water resources, mineral resources and environmental impact. A soil conservation report may include existing site description as to topography, drainage, cover and soils; major resource problems as to soil limitations, erosion and sediment potential and surface runoff changes; and recommendations to minimize soil limitations, erosion and sediment, and surface water disposal problems.
D. 
In no case shall the administrator require more than minimum adequate standards, as recommended by governmental agencies, professional engineers or engineering geologists, and other requirements specified in this chapter, for issuing a grading permit.[1]
[1]
Editor's Note: Former Subsection E, regarding permit fees, which immediately followed this subsection, was repealed 6-11-2008 by Ord. No. O-08-02.
[Amended 7-19-2005 by Ord. No. OO-05-2]
Before issuance of a grading permit, the applicant shall post a bond, corporate surety, or other approved security in the amount of 65% of the estimated cost of the grading work and erosion control facilities proposed for the permit to guarantee said work and facilities in a satisfactory manner and meeting the requirements of this chapter. No bond shall be required if another bond or other approved security is posted for construction and/or site improvements. When all requirements of this permit have been met and the work has been completed in a satisfactory manner, the full amount of security shall be returned to the person posting said security.
Every grading permit shall expire by limitation and become null and void if the work authorized by such permit has not been commenced within six months or is not completed within two years from the date of issue, provided that the governing body, acting upon the recommendation of the administrator, may, if the permit holder presents satisfactory evidence that unusual difficulties have prevented work being started or completed within the specified time limits, grant a reasonable extension of time, and provided further that the application for the extension of time is made before the date of expiration of the permit. Any physical changes in the site such as surface water drainage, soil and bedrock dislocations, alteration of groundwater discharge or any other natural or man-made modification which would cause a doubt to be cast upon the feasibility of the contents of the original permit approval must be reported to the administrator in the intervening period between approval of permit and completion of the project.
A. 
When the requirements of this chapter for obtaining a permit have been met, the administrator shall approve the proposed plan and grant a grading permit to the applicant. Approved work may then start. However, when in the opinion of the administrator work proposed by the applicant is likely to endanger any property, or person, or any street or alley, or create hazardous conditions, the grading permit shall be denied. In determining whether the proposed work is likely to endanger property or streets or alleys, or create hazardous conditions, the administrator shall give due consideration to possible saturation by rains, earth movements, runoff surface waters and subsurface conditions such as the stratification and faulting of rock, aquifers and the nature and type of the soil or rock.
B. 
The governing body shall consider within 15 days appeals from the provisions of these regulations or from the denial by the administrator, and the governing body within 15 days shall consider alternate methods, standards or materials proposed by the developer when in his opinion strict compliance with the provisions of these regulations is unnecessary. Any applicant or permit holder shall have the right to appeal to any court of competent jurisdiction from any decision of the governing body.
A. 
The permittee or his agent shall notify the administrator in writing of the start and completion of each continuous grading operation. Notice shall be received by the administrator or at his office at least two working days before start or completion of grading operations.
B. 
Grading work at these stages or at any other time will be subject to spot inspections at the discretion of the administrator to determine that the work is being performed in compliance with these regulations.
C. 
In special cases, when grading occurs in areas of landslide-prone soil as recognized by the Soil Survey or better, the administrator may require special precautions from the grader. The results of all soil tests and core borings made relating to the site graded shall be submitted to the administrator.
[Amended 7-18-1995 by Ord. No. 47]
A. 
No grading, stripping of topsoil, excavation, or any other land disturbance activity which changes the existing contours of the land, and no clearing, grubbing, or any other activity which results in the removal of existing vegetation (other than the removal of dead or diseased plant material), shall be permitted before the final land development plan has been approved.
B. 
Grading shall be limited to the minimum area necessary to provide for buildings, roads, parking areas, utilities, and other facilities shown on the approved land development plan.
C. 
Grading in areas susceptible to landslides, subsidence, or flooding, on steep slopes, shall comply with the additional provisions hereunder.
D. 
A soil erosion and sedimentation control plan shall be prepared in accordance with the provisions of Title 25, Environmental Resources, Chapter 102, Erosion Control, and approved by the Allegheny County Conservation District (ACCD) prior to the commencement of any grading or other regulated earth-disturbance activity, unless the ACCD determines that a soil erosion and sedimentation control plan is not required.
E. 
The applicant shall be responsible for protecting adjacent and downstream properties from any damage which occurs as a result of earth disturbance on the development site. Such protection shall include cleaning up and restoring to their original condition any adjacent and downstream properties adversely affected by silt, debris, flooding, or other damage resulting from the earth disturbance activity.
F. 
The top and bottom edges of cut or fill slopes shall be kept back from property or right-of-way lines three feet plus 1/5 the height of the cut or fill, which total distance need not exceed 10 feet.
G. 
Topsoil stripped from the site in preparation for earth-moving activities shall be stockpiled and replaced on the site over all regraded, nondeveloped areas, at a minimum depth of four inches.
H. 
Fill areas shall be prepared by removing organic material such as vegetation and rubbish, and any other material determined by the engineer to prevent proper compaction and stability.
I. 
Proposed grading shall be accomplished so that existing stormwater runoff flows are neither increased from predevelopment rates nor concentrated at the point of release onto abutting properties. Adequate stormwater retention facilities shall be provided to ensure that stormwater runoff after development shall not be greater than the runoff which would occur from the site in its natural state during a storm with a one-hundred-year probability. Existing stormwater drainage shall not be diverted so as to alter the location of watercourses on any adjacent property.
[Amended 6-11-2008 by Ord. No. O-08-02]
J. 
Maximum steepness of graded slopes shall be no greater than two horizontal to one vertical (2:1) except under the following conditions:
(1) 
Where the height of a proposed slope will not exceed 10 feet, then a maximum slope steepness of 1:1 may be allowed where soil conditions permit and doing so will help to preserve existing vegetation or other significant natural features. The cut or fill shall be located so that a line having a slope of two horizontal to one vertical and passing through any portion of the slope face will be entirely inside the property lines of the proposed development.
(2) 
Where a retaining wall, designed and sealed by a registered professional engineer, is constructed to support the face of the slope.
K. 
Excavation adjacent to any building foundation walls, footings, or structures shall not extend beyond the angle or repose or natural slope of the soil under the nearest point of same unless the footings, foundations, or structures have been sufficiently underpinned or otherwise protected against settlement.
L. 
Graded slopes of 20 or more feet in height shall be benched every 12 feet. Benches shall have a minimum width of six feet and a maximum slope of 5%. Benches shall be planted with trees at a rate of one tree per 30 lineal feet of bench. Trees shall have a minimum caliper of 1.5 inches diameter at breast height (DBH). Species of trees may be mixed, but shall consist of hardy native species. New plantings shall be inspected yearly; and all dead, diseased, or damaged trees shall be replaced.
M. 
The following standards shall apply to all grading and disturbance of land with slopes of 25% or greater. If any of the delineated steep slope areas include soils or geologic features which indicate possible instability, the additional standards contained in Subsection N, below, shall apply.
(1) 
Slopes between 25% and 40%. No more than 25% of slope areas with existing grades between 25% and 40% shall be stripped of vegetation or disturbed through grading. Grading for roads shall be limited to the cartway, and the remainder of the right-of-way shall be left undisturbed.
(2) 
Slopes exceeding 40%. No development or disturbance shall be allowed on slopes exceeding 40%. Very limited disturbance for utilities may be allowed if the applicant demonstrates that no feasible alternative location exists.
N. 
No grading, removal of vegetation, construction, or other disturbance shall be permitted on soils that are classified as slide-prone or unstable in the Soil Survey of Allegheny County, on any land that is delineated as unstable on the Landslide Susceptibility Map of Allegheny County, or on any other areas of a proposed development site that exhibit signs of instability, except in accordance with the provisions of this subsection:
(1) 
Unstable areas of a site may be set aside as common or private open space.
(2) 
Limited disturbance of unstable areas may be allowed if the applicant demonstrates to the satisfaction of the administrator that the proposed disturbance will not cause sliding or movement or any unsafe condition either on the development site or on any property adjacent to it.
(3) 
Evidence of the safety of any proposed disturbance shall require site investigation and certification in writing by a registered soils engineer, engineering geologist, or professional engineer with experience in soils engineering that the proposed activity will not create or exacerbate unsafe conditions.
O. 
Modification or waiver. The administrator may grant a modification or waiver of the requirements of one or more provisions of this chapter if, because of peculiar conditions pertaining to the land in question, literal enforcement is impracticable, provided such modification or waiver will not be contrary to the public interest and that the purpose and intent of the chapter is observed.
[Added 4-16-2002 by Ord. No. OO-02-3]
P. 
No debris or other material shall be placed or allowed to be placed in any drainage ditch or structure in such a manner as to obstruct the free flow of surface water.
[Added 6-11-2008 by Ord. No. O-08-02]
Q. 
Provisions shall be made for dust control as are deemed necessary and acceptable by the Engineer.
[Added 6-11-2008 by Ord. No. O-08-02]
R. 
Immediately upon completion of grading, all areas not designated for building or paving shall be mulched and planted. Planting shall be appropriate to maintain slopes from erosion and subject to approval from the Township.
[Added 6-11-2008 by Ord. No. O-08-02]
A. 
No fill should be placed over trees, stumps or other material which could create a hazard. Instead, such materials may be buried in natural ground where no structures will be built or hazard created. Limbs can be chipped and mixed with the topsoil.
B. 
All fills shall be compacted to provide stability of material and to prevent undesirable settlement or slippage. The fill shall be spread in a series of layers and shall be compacted by a sheepsfoot roller or other approved method after each layer is spread. Any fill material to be used shall be tested by the owner to insure that its dry density shall be not less than 92% of maximum dry density as determined by ASTM D1556. The administrator may require additional tests or other information if, in his opinion, the conditions or materials are such that additional information is necessary. Where fills are placed on slopes of 15% or more, benching of the surface shall be required and indicated on the cross sections. Fills that exceed a height of 10 feet shall be provided at the toe of the slope with a key bench at least two feet deep and four feet wide across the entire length of the toe.
[Amended 7-18-1995 by Ord. No. 47; 6-11-2008 by Ord. No. O-08-02]
C. 
Clean soil or earth should be placed over the top and exposed surfaces of the fill to a depth sufficient to conceal all materials used in the fill other than clean soil or earth. If the filling operation is intermittent, the top and exposed surfaces of the fill should be so covered at the completion of each lift.[1]
[1]
Editor's Note: Original Subsection D, regarding setback of slopes, which immediately followed this subsection, was repealed 7-18-1995 by Ord. No. 47.
D. 
Guidelines for fills in the Erosion and Sediment Control Handbook for Allegheny County, Pennsylvania, should be followed. One or a combination of guidelines should be used to minimize hazard, depending on site conditions and proposed grading.[2]
[2]
Editor's Note: Original Section 1900.13, Standards for minimizing erosion and sediment, which immediately followed this subsection, was repealed 7-18-1995 by Ord. No. 47.
A. 
Definition of “retaining wall”: A structure composed of concrete, steel or other approved building material constructed for the purpose of supporting a cut or filled embankment which would otherwise not comply with the requirements of the standards set forth in this chapter, and which is more than four feet in height as measured on the exposed vertical surface of the wall.
B. 
If a retaining wall is constructed to satisfy a requirement of this chapter, a building permit, as provided for by other municipal regulations, shall not be required. The grading permit will apply to the retaining wall, and the requirements for inspection, etc., as stated herein, will be complied with.
C. 
Retaining walls must be constructed in accordance with sound engineering practice. The plans submitted for approval shall bear the seal of a professional engineer.
D. 
The backfilling of retaining walls and the insertion of subterranean drainage facilities shall be done strictly in accordance with the provisions of this chapter and the appropriate municipal specifications.
E. 
In general, where a wall is replacing an exposed slope, the vertical face of the wall shall be three feet zero inches back from the adjoining property.
(1) 
A special exception to this requirement may be applied for and granted by the administrator if it can be satisfactorily demonstrated that such a variance is necessary to insure normal use of the property, i.e., for a sideline driveway.
(2) 
The requirement of this paragraph may also be set aside when the proposed retaining wall is a joint venture between adjacent property owners, and appropriate documents so stating are filed with the application for the permit.
A. 
Adequate provisions shall be made to prevent any surface or subsurface waters from damaging:
(1) 
The cut face of an excavation;
(2) 
The sloping surface of a fill; and
(3) 
Adjacent property affected by the change in the existing natural runoff pattern.
B. 
To prevent damage, grading plans should follow Vegetative Control Methods and Ditch and Conduit Control Methods in the Erosion and Sediment Control Handbook for Allegheny County, Pennsylvania, when they fit the site. The administrator may approve methods and materials recommended by governmental agencies and professional engineers when they are more suitable to the site in preventing damage. Drainage facilities shall be designed to accommodate the largest size storm that would occur on the average of every two years.
C. 
When deemed necessary by the Municipal Engineer, a drainage study prepared by an engineer may be submitted that includes the following:
[Added 6-11-2008 by Ord. No. O-08-02]
(1) 
An accurate map of the site, the locations, elevations and dimensions of all present and proposed watercourses, ditches, pipes and drainage structures, parking areas and driveways, proposed excavation and fills, woodlands, all proposed grading and drainage, and gradients and maximum flow rates of watercourses.
(2) 
A description of the work to be performed and disposition of cut and fill material, the materials to be used and the method of performance.
(3) 
Calculations based on the soil-cover complex method to determine runoff.
(4) 
Drainage facilities to carry surface water shall be provided and designed to prevent erosion or overflow.
(5) 
The applicant shall agree to the granting and recording of easements for the installation and maintenance of drainage facilities.
A. 
The owner of any property on which an excavation or fill has been made shall maintain in good condition and repair the excavation or fill permitted, and also all retaining walls, cribbing, drainage structures, fences, ground cover, and any other protective devices as may be a part of the permit requirements.
B. 
If, at any time subsequent to the completion of the grading work, the cut face or fill slope shall evidence signs of deterioration, erosion, or other evidence which might be detrimental to the properties above and below the grading site, the Board of Supervisors, upon the recommendation of its administrator, may direct the property owner to take necessary remedial steps in accordance with sound engineering practice to restore the grading to a safe condition, and to do so in a reasonable period of time.
C. 
All drainage courses, ditches, culverts, pipes, and structures shall be adequately maintained by the property owner and shall be kept open and free flowing at all times.
[Added 6-11-2008 by Ord. No. O-08-02]
Neither the issuance of a permit under the provisions of this chapter, nor the compliance with the provisions hereto or with any condition imposed by the administrator hereunder, shall relieve any person from any responsibility for damage to persons or property resulting therefrom, or as otherwise imposed by law, nor impose any liability upon the Township for damages to persons or property.
A. 
No person shall construct, enlarge, alter, repair or maintain any grading, excavation or fill, or cause the same to be done, contrary to or in violation of any provision of this chapter.
B. 
When written notice of any of the provisions of this chapter has been served by the administrator on any person, such violation shall be discontinued immediately or within a reasonable time limit specified in such notice. If violation is not discontinued, or extends beyond the specified time limit, the administrator shall revoke the grading permit and the violation is subject to fine.
C. 
Any person violating any of the provisions of this chapter shall be liable on conviction thereof to a penalty of not less than $100 per day or more than $300 per day for each and every offense. Whenever such person shall have been notified by the administrator by service of summons in a prosecution or in any other way that he is committing such violation of this chapter, each day that he shall continue such violation after such notification shall constitute a separate offense punishable by a like fine or penalty. Such fines or penalties shall be collected as like fines or penalties are now by law collected.
[Amended 7-19-2005 by Ord. No. OO-05-2]
In case any work is performed by any person in violation of any of the provisions of this chapter, the Chief of Police of the Township of Kilbuck, or any other police officer of the Township of Kilbuck in the event of the absence or disability of the Chief of Police, may institute in the name of the Township of Kilbuck any appropriate action or proceeding, whether by legal process or otherwise, to prevent such unlawful work and to restrain or abate such violation.