A. 
Description. The sanitary sewer system of the Village of Chester consists of lateral and trunk sewers laid in streets and rights-of-way.
B. 
Use and purpose. Design of the system is based on collection of domestic sewage only, and approval by the New York State Department of Environmental Conservation was given for construction and use of sewers for this purpose only. No connection will be permitted to the sanitary sewer system which will carry or deliver any substance or material other than domestic sewage or such industrial wastes as are specifically approved by the Board of Trustees. Domestic sewage consists of solid or liquid wastes from toilets, sinks, laundry or bath tubs, shower baths or equivalent plumbing fixtures. Drainage or flow from roofs, cellars, yards, springs, wells, swimming pools or roadways is not domestic sewage, and drainage therefrom into the sanitary sewer system is prohibited. Purposes of these rules and regulations are specifically stated as follows:
(1) 
To prohibit excessive volume and/or inordinate rates of flow of sewage and wastes into the Village of Chester system and all sewers tributary thereto.
(2) 
To prohibit the contribution of sewage, industrial wastes or other wastes of a flammable nature or which in any way create a poisonous or hazardous environment for sewerage maintenance and operation personnel.
(3) 
To prohibit the contribution of sewage, industrial wastes or other wastes which may impair the hydraulic capacity, operation of the intercepting sewers, force mains, pumping stations, sewage regulators and other structures and appurtenances of the Village of Chester system and sewers tributary thereto.
(4) 
To prohibit the contribution of sewage, industrial wastes or other wastes which may create operating difficulties at the water pollution control plant as it now exists or may be constructed, modified or improved in the future.
(5) 
To prohibit and/or regulate the contribution of sewage, industrial wastes or other wastes which require, for treatment at the plant, greater expenditures than are required for equal volumes of normal sewage.
(6) 
To require, before introduction into the Village of Chester sewerage system or sewers tributary thereto, the pretreatment or flow control of such wastes as may impair the strength and/or durability of the structures appurtenant to the system or may interfere with normal treatment process or may impair the designated uses of the classified receiving waters.
(7) 
To provide cooperation with the Orange County Department of Health and any other agencies which have requirements or jurisdiction for the protection of the physical, chemical and bacteriological quality of watercourses within or bounding the county.
(8) 
To protect the public health and prevent nuisances.
C. 
Definitions. Unless otherwise expressly stated, the following terms shall, for the purposes of this chapter, have the meanings herein indicated:
BOARD OF TRUSTEES or BOARD
The Board of Trustees of the Village of Chester, New York.
BOD (BIOCHEMICAL OXYGEN DEMAND)
The quantity of oxygen utilized in the biochemical oxidation of organic matter under standard laboratory procedure in five days at 20° C., expressed in parts per million by weight.
BUILDING DRAIN
That part of the lowest horizontal piping of a drainage system which receives the discharge from soil, waste and other drainage pipes inside the walls of the building and conveys it to the building sewer, beginning five feet outside the inner face of the building wall.
BUILDING SEWER (also referred to herein as "house sewer" or "sewer connection")
Any sewer or part thereof which connects a public or private building with the Village sewer and extends from the Village sewer to the building or house foundation wall.
COMBINED SEWER
A sewer receiving both surface runoff and sewage.
CONTAMINATION
An impairment of the quality of the waters of the state by waste to a degree which creates a hazard to the public health through poisoning or through spread of disease.
GARBAGE
Solid wastes from preparation, cooking and dispensing of food and from handling, storage and sale of produce.
INDUSTRIAL WASTES
Liquid wastes from industrial processes as distinct from sanitary sewage.
MUNICIPAL OR PUBLIC SEWER
Sewer pipelines of the Village of Chester in streets, alleys or rights-of-way obtained by the Village of Chester. Such term shall also include the service connection pipeline up to the inside edge of the sidewalk or, if there is no sidewalk, up to the point of connection as defined under § 79-3 herein.
NATURAL OUTLET
Any outlet into a watercourse, pond, ditch, lake or other body of surface or ground water.
PERSON
Any individual, firm, company, association, society, corporation or group.
pH
The logarithm of the reciprocal of the weight of hydrogen ions in grams per liter of solution.
POLLUTION
The man-made or man-induced alteration of the chemical, physical, biological and radiological integrity of water.
PRETREATMENT
The reduction of the amount of pollutants, elimination of pollutants or alteration of the nature of pollutant properties in wastewater to a less harmful state before or in lieu of discharging or otherwise introducing such pollutants into a publicly owned treatment works. Reduction or alteration can be obtained by physical, chemical or biological processes, process changes or by other means, except as prohibited by 40 CFR 403.6. General Pretreatment Regulations of Existing and New Sources of Pollution.
PROPERLY SHREDDED GARBAGE
Wastes from the preparation, cooking and dispensing of food, shredded to such degree that all particles will be carried freely under flow conditions normally prevailing in public sewers, with no particle greater than 1/2 inch in any dimension.
PUBLICLY OWNED TREATMENT WORKS (POTW)
A treatment works as defined by § 1292 of Title 33 of the United States Code (33 U.S.C. § 1292). Includes any sewers that convey wastewater to the publicly owned treatment works but does not include pipes, sewers or other conveyances not connected to a facility providing treatment.
SANITARY SEWER
A sewer which carries sewage and to which storm-, surface and ground waters are not intentionally admitted.
SEWAGE
A combination of water-carried wastes from residences, business buildings, institutions and industrial establishments, together with such ground-, surface and stormwaters as may be present.
SEWAGE TREATMENT PLANT
Any arrangement of devices and structures used for treating sewage.
SEWAGE WORKS
All facilities for collecting, pumping, treating and disposing of sewage.
SEWER
A pipe or conduit for carrying sewage.
SEWER INSPECTOR
The person appointed as the authorized agent of the Board of Trustees or his duly authorized deputy or representative in matters falling under this chapter.
SIGNIFICANT INDUSTRIAL USER
Any user who:
(1) 
Has a discharge flow of 25,000 gallons or more per average workday;
(2) 
Has a flow greater than 5% of the flow in the wastewater system of the Village;
(3) 
Has in his wastes toxic pollutants, as defined pursuant to § 1317 of Title 33 of the United States Code (33 U.S.C. § 1317);
(4) 
Has been identified as one of the 21 industrial categories pursuant to 33 U.S.C. § 1317; or
(5) 
Is found by the Village to have significant impact, either singly or in combination with other contributing industries, on the treatment or collection system.
SLUG
Any discharge of water or wastewater which, in concentration of any given constituent or in quantity of flow, for any period of duration longer than 15 minutes, exceeds more than five times the average twenty-four-hour concentration of flows during normal operation and adversely affects the collection system and/or performance of the wastewater treatment works.
SPDES
State Pollution Discharge Elimination System established by Article 17 of the Environmental Conservation Law of the State of New York for issuance of permits authorizing discharges to waters of the State of New York.
STORM SEWER or STORM DRAIN
A sewer which carries storm- and surface waters and drainage, but excludes sewage and polluted industrial wastes.
SUSPENDED SOLIDS
Solids that either float on the surface of or are in suspension in water, sewage or other liquids and which are removable by laboratory filtering.
VILLAGE
The Village of Chester, New York.
WATERCOURSE
A channel in which a flow of water occurs, either continuously or intermittently.
D. 
Word usage, "Shall" is mandatory; "may" is permissive.
A. 
Sewer Inspector. The Board of Trustees shall appoint a Sewer Inspector, who shall be the Board's authorized agent in matters falling under this chapter and who shall exercise those powers which are delegated to him in this chapter or which may be reasonably required to carry out such powers. He shall report to the Board upon applications for sewer connections, inspect and approve construction of such sewer connections and report to the Board any violations of these regulations.
B. 
Access to private property, Employees of the United States Environmental Protection Agency (USEPA) and New York State Department of Environmental Conservation (NYSDEC) shall be granted access to any industrial property served by the sanitary sewer system for official purposes of inspection, observation, measurement, sampling and testing. Such inspections shall be made during normal operating hours of the premises served. The Sewer Inspector shall accompany all such governmental inspection parties to observe and confirm findings and serve as the Board's official representative during such inspections.
C. 
Drain-layer permit. No plumber, contractor or other qualified person shall make connections to the Village sewer system or lay any sewers unless he has a permit to do so and has been designated as a drain layer. No such permit will be issued to any such person unless he presents to the Board satisfactory evidence that he is capable of laying sewer connections in a good and workmanlike manner and in accordance with this chapter. The fee for each permit shall be as established by the Board. Any person authorized as a drain layer shall give personal attention to any work done under his permit and shall employ only competent persons to do the work.
D. 
Drain-layer duties; conduct of work; revocation of permit.
(1) 
Drain layers shall make a written report to the Sewer Inspector of every connection or disconnection to or from the Village sewer system, such report to be made within 24 hours after completion of such connection or disconnection.
(2) 
Drain layers must report to the Sewer Inspector in writing, within 24 hours of the finding of them, a full description of all obstructions in house drains or the presence of any substance prohibited by this chapter. The presence of such prohibited substances in house drains of any structure shall be prima facie evidence of an offense against the regulations contained in this chapter by both the owner and occupant of the premises or either of them.
(3) 
The Board of Trustees may revoke or deny the application for renewal of the permit of any person, firm or corporation authorized as a drain layer who shall have violated any provision of this chapter, or who shall refuse or neglect to correct any work deemed defective or imperfect by the Sewer Inspector, or who shall refuse or neglect to pay any fees, fines or penalties imposed under the provisions of this chapter, provided that no such refusal of a permit shall be effective unless at least 10 days' notice, in writing, is given by the Board or its duly authorized agent to any such person, firm, or corporation, stating the grounds for the proposed action by the Board and providing for a time and place at which such person, firm or corporation may show cause why proposed action should not be taken.
All buildings sewers or sewer connections shall be laid and connected in accordance with the rules and regulations herein set forth, and the repair, maintenance and extension of same shall likewise conform to these rules and regulations. The property owner shall bear the entire expense of all connections to the Village sewer from the inside edge of the sidewalk to the house or building or from the property line to the house or building where the connection is made to a sewer main constructed within a right-of-way crossing private property. If no sidewalk has been laid, such expense shall be borne by the property owner from a point which shall be designated by the Village as substantially at the inside edge of any walk which might be laid in the future; but such point shall in no event be closer than four feet to the edge of the existing pavement.
The owner of any house, building or property used for human occupancy, employment, recreation, commerce, manufacturing or other purpose, situated within the Village and abutting on any street, alley or right-of-way in which is, or may in the future be, located a Village sewer, or if a Village sewer is otherwise available or accessible to such house, building or property, is hereby required, at his expense, to connect with the Village sewer and, also at his expense, to install suitable toilet facilities therein and to connect such facilities directly with the public sewer in accordance with the provisions of this chapter within 90 days after the date of official notice to do so, or as directed by the Board of Trustees, provided that the public sewer is within a distance of 100 feet (30.5 meters) from the property line.
It shall be unlawful for any person, firm or corporation to:
A. 
Place, deposit or permit to be deposited, in an unsanitary manner, upon public or private property within the Village or in any area under the jurisdiction of the Village any human or animal excrement, garbage or other objectionable waste, except as provided in this chapter.
B. 
Construct, use or maintain any privy, privy vault, septic tank, cesspool or other facility intended or used for the disposal of sewage, except as provided in this chapter.
C. 
Uncover any portion of the public sewers or connections thereto or open any manhole or appurtenance of the sewerage system, except under permit signed by the Sewer Inspector.
D. 
Open any highway or public grounds for the purpose of making any sewer connection or make or cause to be made any connection with the public sewer, except under permit signed by the Sewer Inspector and under his supervision.
E. 
Break, cut or remove any pipe of the public sewer system or make or cause to be made any connection to said public sewers, except through connection branches provided for such purpose and except under permit signed by the Sewer Inspector and under his supervision. Location of said connection branches shall be designated by the Sewer Inspector.
F. 
Discharge or cause to be discharged into any public sewer, directly or indirectly, any overflow or drainage from manure pits, cesspools or other receptacles storing or constructed to store organic wastes or surface water from yards, driveways or roadways.
G. 
Connect or cause to be connected with any public sewer, either directly or indirectly, any sediment traps or pipes carrying or constructed to carry hot circulating water, acids, germicides, grease, brewery or distillery wash water or slops, gasoline, naphtha, benzine or similar liquid, oil or any other industrial or trade waste or any other substance detrimental, or deemed by the Sewer Inspector to be detrimental, to the Village sewers or to the operation of the sewerage system or the sewage treatment works, unless adequate and proper preliminary treatment appurtenances and apparatus, as may be approved by the Village, are installed and maintained at the owner's expense so that spent water delivered to the Village sewers will have a pH greater than 5.5 and less than 9.0, as determined by standard acid-alkalinity tests, and will be free from excess suspended matter capable of obstructing flow in sewers. (See Article II, Industrial Wastes, for more specific industrial waste restrictions.)
H. 
Discharge drainage from washstands of public or private garages, automobile washing stations, cleaning or dyeing works, laundries or similar establishments where gasoline, oils or inflammable materials are used or stored, unless such is equipped with an oil separator of approved size and design. Such separator shall be constructed of cast iron throughout and installed in a concrete pit or vault easily accessible for cleaning, maintenance and inspection. The oil separator shall be maintained by the establishment and cleaned often enough that no oils or greases are discharged to the public sewers.
I. 
Throw or deposit or cause or allow to be thrown or deposited in any fixture, vessel, receptacle, inlet or opening directly connected with any public sewer, any garbage which has not been properly shredded or ground and flushed with an ample quantity of water. Use of mechanical garbage grinders producing a finely divided mass properly flushed with an ample quantity of water is permitted under these regulations.
J. 
Allow any building sewer connected with the public sewer to be also connected with any privy vault, septic tank, cesspool or underground drain or with any channel conveying water or filth, except such soil pipes and other plumbing work as shall have been duly inspected and approved by the Sewer Inspector.
K. 
Except as otherwise provided herein, throw or deposit or cause or allow to be thrown or deposited in any fixture, vessel, receptacle, inlet or opening connected with any public sewer any ashes, cinders, rags, mud, straw, metal, hair, fleshings or similar waste material, or dead animals, or waste material of any kind or character (other than feces, urine, toilet paper, liquid house slops or properly ground table garbage), or any other solid or viscous substances capable of causing obstruction to the flow in the sewers or other interference with proper operation of the sewerage system, or any other substances which will solidify or become discernibly viscous at temperatures between 32° and 150° F.
L. 
Discharge or cause to be discharged into any public sewer any storm- or surface water, groundwater, subsurface drainage or drainage or flow from roofs, cellars, cistern tanks, springs, wells or swimming pools or, except as may be permitted by the Board of Trustees, any discharge from a vehicle wash rack or wash motor or from any air-conditioning machine or refrigeration unit, cooling water or unpolluted industrial process waters.
M. 
Discharge or cause to be discharged any waters or wastes containing a toxic or poisonous substance, a high chlorine demand or suspended solids in sufficient quantity to injure or interfere with any sewage treatment process, constitute a hazard to humans or animals or create any hazard in the receiving waters or effluent of the Village sewage treatment plant or exceed the limitation set forth in a categorical pretreatment standard. Such toxic substances shall be limited to the average concentrations listed herein in the sewage and shall include, but not be limited to, any pollutant identified pursuant to § 1317(a) of Title 33 of the United States Code [33 U.S.C. § 1317(a)]. If concentrations listed are exceeded, individual establishments will be subject to control in volume and concentration by the Board of Trustees.
A. 
The Board of Trustees may, at any time in its discretion, stop and prevent the discharge into sewers of any substance which it considers may injure the sewers or interfere with their normal operation or obstruct the flow or hinder any process of wastewater treatment; and it may, at any time in its discretion, sever the connection and cause the removal of any tributary sewer or drain through which such detrimental substances are discharged.
B. 
No action shall be taken by the Village to implement the foregoing provisions unless the Village shall have given the owner at least 48 hours' notice, in writing, stating the action to be taken and the grounds therefor, except that such notice shall not be required if immediate action is necessary to prevent injury to the Village sanitary sewerage system or any part thereof.
Where a public sanitary sewer is not available or accessible, the building sewer shall be connected to a private sewage disposal system complying with the provisions of this chapter and recommended installation requirements of the New York State Department of Health, until such time as a public sanitary sewer becomes available.
A. 
Before commencement of construction of a private sewage disposal system, the owner shall first obtain a permit signed by the Sewer Inspector. Application for such permit shall be made on a form furnished by the Village, which form the applicant shall supplement with any plans, specifications and other information deemed necessary by the Board of Trustees or the Sewer Inspector.
B. 
A permit for a private sewage disposal system shall not become effective until installation is completed to the satisfaction of the Sewer Inspector. He shall be allowed to inspect the work at any stage of construction, and in any event, the applicant for the permit shall notify the Sewer Inspector when the work is ready for final inspection before any underground portions are covered. The inspection shall be made within 48 hours or receipt of notice by the Sewer Inspector or as soon thereafter as practicable.
Each building in the area served by a public sewer must be connected separately and independently with the sewer through the house or building connection branch directly opposite the building or nearest in the downstream direction. Grouping of buildings on one house sewer will not be permitted except by special permission of the Board of Trustees and then, only for good reason.
A. 
No house or building sewer connecting any property with the Village sewer shall be of an internal diameter less than four inches.
B. 
Every building sewer connecting with Village sewers shall be cast iron (ASTM Specification A74 or equal), vitrified earthenware, asbestos-cement house connection pipe, acrylonitrile-butadiene-styrene (ABS), polyvinyl chloride (PVC) or other suitable material approved by the Sewer Inspector. Cast-iron pipe only shall be used where, in the opinion of the Sewer Inspector, conditions require its use. Copper pipe may be used only inside a dwelling.
C. 
All pipe shall be solidly laid to true grade and in a straight line, as nearly as possible. All changes in direction shall be made with properly curved pipe or fittings.
(1) 
No earthenware pipe shall be laid at a depth less than 36 inches. Pipe laid at a lesser depth must be of cast iron of such grade as required by the Sewer Inspector, but shall be at least medium-heavy cast iron if under a roadway.
(2) 
All pipe must be covered to a depth of at least one foot with fine earth, entirely free from stones and rubbish, and well and carefully compacted.
(3) 
No building or house sewer connection with the Village sewer shall be laid at a grade of less than one-inch fall in four feet without a written permit signed by the Sewer Inspector and specifying the minimum grade that will be permitted. In removing plugs from existing wye or tee branches in the Village sewer and connecting same, due care shall be exercised to prevent any debris from entering the Village sewer.
(4) 
Rock excavation. Where rock is found in the bottom of the trench, it shall be taken out at least four inches below the bottom of the pipe and the space filled with sand, gravel or other suitable material, thoroughly compacted. No blasting shall be done within five feet of public or private sewers, and utmost care shall be taken to prevent injury thereto.
D. 
All earthenware pipe and specials must be of the best quality, cylindrical, hard and in conformance with the latest ASTM Specifications C261 or C278 for nonglazed vitrified pipe. Pipe shall be bell and spigot pattern, vitrified throughout. All bells must be of sufficient diameter to receive the full length of the spigot end of the next following pipe or special without any chipping whatever of either and also must leave sufficient space for bituminous jointing.
E. 
All cast-iron pipe and specials must be sound, cylindrical and smooth internally, free from cracks, sandholes or other defects, of uniform thickness and of the grade known commercially as "medium" or "extra heavy."
F. 
All asbestos-cement pipe must conform to the current American Society for Testing and Materials specifications for asbestos-cement sewer pipe for house laterals or such other specifications approved by the Board of Trustees.
G. 
Acrylonitrile-butadiene-styrene (ABS) solid-wall sewer service pipe shall be in conformance with ASTM Specification D2751, with an SDR classification of 23.5. Pipe shall be designed for solvent-welded joints.
H. 
Polyvinyl-chloride (PVC) sewer service pipe shall be in conformance with ASTM Specification D3034, with an SDR classification of 33.5. Pipe shall be designed for rubber-compression gasket joints meeting ASTM Specification D3212.
I. 
Joints for building laterals.
(1) 
Joints shall be gastight and watertight.
(2) 
The greatest care must be taken to prevent entrance of dirt or sand into any sewer pipe or connection. All joints for vitrified pipe shall be made with a narrow gasket of dry hemp or jute, long enough to go around the pipe and thick enough to hold the pipe securely in its relative position so that inverts are on a line. The gasket shall be carefully inserted between the bell and spigot and well caulked with suitable hardwood or metal tools. The remainder of the joint shall be filled with an approved bituminous mixture.
(3) 
The compound used shall be approved by the Sewer Inspector and shall be of a type which will not be affected by sewage or alkaline or acid solutions. The compound shall not run at a temperature below 200° F. and shall have sufficient ductility at 32° F. to permit slight movement of the pipe without cracking or breaking the adhesion of the compound to the pipe. The compound shall adhere firmly to the surface of the pipe at 32° F. The compound shall be heated in a gasoline or other suitable furnace to a temperature slightly above that at which it can be poured rapidly and smoothly and shall be kept at this temperature until used. After the pipe joint has been caulked, the melted compound shall be poured into the joints with the aid of a joint runner or gasket in the same manner that lead joints are poured. The pouring vessel shall be large enough to make one joint in a single pouring. Depth of the compound shall be not less than 3/4 inch. In case the pipe joint is not completely filled, the unfilled part of the joint shall be poured again with hot material so as to form a complete, watertight joint.
(4) 
Factory-fabricated jointing materials having resilient properties meeting latest ASTM Specifications C426, Types I, II or III, may also be used. Installation of the spigot end into the bell shall be in accordance with the manufacturer's recommendations for the type of joint being used.
(5) 
Cast-iron pipe shall be joined with first quality lead or jointing compound approved by the Sewer Inspector. The entire joint shall be filled in one pour and thoroughly caulked. If lead is used, each joint in four-inch cast-iron pipe shall be poured with at least three pounds of lead and each joint in six-inch cast-iron pipe with five pounds of lead. In all cases, the trench must be kept dry during pipelaying.
(6) 
Acrylonitrile-butadiene-styrene pipe shall be joined by solvent welding in accordance with the manufacturer's installation instructions. Finished joints shall be watertight and structurally equal to the pipe itself in tensile strength.
(7) 
Polyvinyl-chloride pipe shall be joined by rubber compression-ring gaskets, using appropriate lubricants to prevent displacement or damage during installation. When completed, joints shall be capable of withstanding an internal hydraulic pressure of 25 feet of water and internal vacuum of 22 inches of mercury, without leakage. Joints shall conform to ASTM Specification D3212.
J. 
Use of existing building sewers. Building sewers which are in existence at the time of adoption of this chapter may continue to be used from the building to the point of connection with the Village sewer, provided that the Sewer Inspector determines that they are in good condition and otherwise satisfactory to carry domestic sewage and industrial wastes without leakage, and provided further that they are used only until such time as the Sewer Inspector may require their replacement by new building sewers, which shall be constructed in accordance with and within the time limitation required by this chapter.
K. 
The foregoing requirements may be modified or added to as the Sewer Inspector, in the exercise of reasonable judgment, may determine.
No structure shall be connected to the sanitary sewer system unless there is a soil line extended to a point above the roof and properly vented or otherwise vented in a manner approved by the Sewer Inspector. In existing public or private buildings, dwellings or stores not properly vented and on all new construction, a running trap with double hub vent is required and shall be installed in a manner approved by the Sewer Inspector. Grease traps will be installed where the Board of Trustees or its duly authorized agent may direct. Grease traps must be kept clean at all times at the owner's expense.
A. 
No person shall make any connection with or opening to any Village or public sewer or construct, alter, repair or use any drain or house sewer or other lateral sewer to connect with such public sewer without first obtaining a written permit from the Sewer Inspector. Before any such permit is obtained, an application for the issuance of said building permit shall be filed with the Village on such forms as may be supplied. The application shall be signed by an authorized drain layer and the owner or lessee of the property or his duly authorized agent and shall include or be accompanied by a description and plan of the proposed work and such other pertinent information as may be required by the Sewer Inspector. Such permit shall be kept at the site of the work and shall be available for inspection by any officer of the Village or member of the Board of Trustees or its duly authorized agent or agents.
B. 
The Sewer Inspector shall be notified at least 24 hours before the beginning of any work upon building sewers or connections. Such notice shall be in writing and shall state the time of commencement of such work. No trench shall be filled or any part of pipe or fittings covered until notice has been given to the Sewer Inspector that the work is ready for inspection and such inspection has been made. Every such inspection shall be made as soon as practicable after receipt of notice by the Sewer Inspector, who shall have the power to apply any proper tests to the pipe or fittings. The owner, contractor or other person doing the work shall furnish all necessary tools and labor for such tests and shall remove any defective material or repair any work improperly done as the Sewer Inspector shall direct, without expense to the Village.
C. 
No sewer connection branch shall be opened or pipe laid and no joints made except under the inspection of the Sewer Inspector or his duly authorized representative. All work of laying building sewers and connections shall be done in such manner and at such times as to interfere as little as possible with public travel and convenience, and the drain layer shall conduct his work as the Sewer Inspector may from time to time direct.
D. 
No permit granted by the Sewer Inspector shall be construed to permit any interference with or disturbance of any state or county or Village street or highway pavement or any excavation in any road, street or public place, unless the permit shall expressly so provide. No permit shall be granted for such interference or disturbance of said pavement or for excavation for sewer purposes in any public street or public place unless the applicant or drain layer shall first have obtained from the New York State Department of Transportation, Orange County Department of Public Works or Village Superintendent of Public Works, as the case may be, a permit therefor, in accordance with requirements of the department having jurisdiction. The applicant shall provide such liability insurance as may be required before such permit is issued. Any permit fee, bonding or other expense in connection with issuance of a permit for opening any street or pavement shall be paid by the applicant or drain layer. No permit shall be deemed to authorize anything not stated in the application therefor. The permittee or his duly authorized representative shall guard, barricade and light all excavations and restore all public property in a manner satisfactory to the Village or the department having jurisdiction over such property, as the case may be.
A. 
The Sewer Inspector and other duly authorized employees of the Village shall be permitted, with proper credentials and identification, to enter on any property at reasonable hours for the purpose of inspecting, measuring, sampling, testing, repairing or disconnecting or for any purpose reasonably necessary to carry out and enforce the provisions of this chapter.
B. 
The Village shall have the right to set up on the user's property such devices as are necessary to conduct sampling or metering operations. The Village may, at reasonable times, have access to and copy any records, inspect any monitoring equipment or method required by the Village's wastewater discharge regulations and sample any effluents which the owner or operator of such source is required to sample. Where a user has security measures in force, the user shall make necessary arrangements with his security guards so that, upon presentation of suitable identification, Village personnel will be permitted to enter without delay.