A. 
All persons owning any occupied building now erected within the Borough's service area upon premises accessible to the public sanitary sewage system shall, at their own expense, make connection into the public sanitary sewage system in accordance with this Sewers and Sewage Disposal Ordinance, as may be amended from time to time and in effect in the Borough's service area, if they are not presently so connected.
B. 
All persons owning any premises within the Borough's service area accessible to the public sanitary sewage system upon which an occupied building is subsequently erected shall, at the time of erection of such building, and at their own expense, make connection into the public sanitary sewage system in accordance with the applicable above-named ordinance in effect in the Borough's service area.
C. 
All persons owning any occupied building within the Borough's service area upon premises which subsequently become accessible to the public sanitary sewage system shall, at their own expense, make connection into the public sanitary sewage system within the time period stipulated after proper notice to do so have been given in accordance with applicable law.
D. 
All connections to the public sanitary sewage system shall be made in accordance with § 185-24 hereof.
E. 
No privy vault, cesspool, septic tank, mine hole or similar receptacle for human excrement shall presently or at any time hereafter be connected into the public sanitary sewage system.
A. 
The discharge of stormwater runoff to sanitary sewers is prohibited.
B. 
All persons connecting to the public sanitary sewage system shall provide adequate means for excluding stormwater runoff in the event that the connection is made to a sanitary sewer.
C. 
No person connected to a sanitary sewer shall connect any roof drain or foundation drain thereto or permit any such drains to remain connected thereto, nor shall he permit, allow or cause to enter into any sanitary sewer any spring water or surface water from any other source.
D. 
The provisions of this article do not prohibit the present or future discharge of stormwater runoff to storm sewers or to natural watercourses with the Borough's service area, but such discharge must conform to the provisions of the Stormwater Management Ordinance, Ordinance No. 428 of 1998, as the same may be amended from time to time.[1]
[1]
Editor's Note: See Ch. 203, Stormwater Management.
A. 
The economy and desirability of the combined treatment of industrial wastes and sanitary sewage is recognized. In general, any and all industrial wastes may be discharged to the public sanitary sewage system except those which are deemed harmful to the system or are prohibited by this article. (See also Article III of this chapter). However, it is also recognized that the treatment of industrial wastes and/or abnormal industrial wastes may add to the cost of operating and maintaining the public sanitary sewage system. Such additional cost must therefore be borne by the person or persons receiving the benefit of such treatment.
B. 
The Borough reserves the right to refuse the admission of deleterious industrial wastes to the public sanitary sewage system or to compel discontinuance of the use of the system for such wastes or to require pretreatment and/or equalization of flow thereof in order to prevent harmful or adverse effects upon the system. The design, construction and operation of such pretreatment and/or flow equalization facilities shall be made at the sole expense of the person discharging said wastes and shall be subject to the approval of the Board or its designated representative.
C. 
In general, industrial waste shall be considered harmful to the public sanitary sewage system if it may cause any of the following damaging effects:
(1) 
Chemical reaction either directly or indirectly with the materials of construction of the public sanitary sewage system in such a manner as to impair the strength or durability of any sewage structures.
(2) 
Mechanical action that will destroy any sewage structures.
(3) 
Restriction of the hydraulic capacity of any sewage structures.
(4) 
Restriction of the normal inspection or maintenance of any sewage structures.
(5) 
Danger to public health and safety.
(6) 
Obnoxious conditions inimical to the public interest.
(7) 
Discharge of items into the sewer system, which cannot be treated in the sewage disposal plant, and which would flow untreated or inadequately treated into the Little Neshannock Creek. Such items at this point would be deleterious to the creek water and would not conform to the Environmental Protection Agency's clean water specifications.
D. 
When required by the Board, any person discharging to the public sanitary sewage system any industrial wastes, or industrial wastes and sanitary sewage together, shall install a suitable manhole or manholes or metering chamber on his connecting sewer or sewers to facilitate observation, sampling and measurement of the combined flow or wastes from his premises. Such manhole or manholes or metering chamber shall be accessible and safely located and shall be constructed in accordance with plans approved by the Board or its designated representative. The manhole or manholes or metering chamber shall be installed by such person at his expense and shall be maintained by him so as to be safe and accessible to the Board or its designated representative at all times. The construction and maintenance of such manhole or manholes or metering chamber shall be mandatory for the producers of abnormal industrial wastes, including slug quantities of volume or concentrated discharges, and if deemed necessary by the Board, flows from such manhole or manholes or metering chamber shall be continuously monitored, transmitted and recorded by means of an approved receiving device to be located at the treatment plant.
A. 
The discharge of excessive amounts of unpolluted water or waste to a sanitary sewer is expressly prohibited. However, such discharges to storm sewers will be permitted wherever such sewers are of adequate capacity. The Board reserves the right to define the amount it deems excessive in each particular instance.
B. 
The discharge of garbage to the public sanitary sewage system is expressly prohibited unless the garbage is first properly shredded.
C. 
From the date of the adoption of the provisions of this chapter, no sanitary sewage or industrial waste from any property other than that for which a permit has been issued as provided in § 185-24 hereof shall be discharged to the public sanitary sewage system.
D. 
No person shall discharge to the public sanitary sewage system any sanitary sewage or industrial wastes having any of the following characteristics:
(1) 
Wastes containing liquids, solids or gases which by reason of their nature or quality may cause fire, explosions or be in any other way injurious to persons, the structures of the public sanitary sewage system or its operation.
(2) 
Wastes having a temperature in excess of 150° F. or less than 32° F.
(3) 
Wastes having a pH lower than 6.0 or higher than 9.0 or having any corrosive properties capable of causing damage or hazards to structures, equipment or personnel of the public sanitary sewage system. Where the Board deems it advisable, it may require any person discharging industrial wastes to install and maintain, at his own expense, in a manner approved by the Board or its designated representative, a suitable device to continuously measure and record the pH of the wastes so discharged.
(4) 
Wastes containing any noxious or malodorous gas or substance which either singly or by interaction with sewage or other waste is, in the opinion of the Board, likely to create a public nuisance or hazard to life or prevent entry to sewage structures for their maintenance and repair.
(5) 
Wastes containing ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, hair, chemical or paint residues, greases, lime slurry or viscous materials of such character or in such quantity that, in the opinion of the Board, they may cause an obstruction to the flow in the sewers or otherwise interfere with the proper operations of the public sanitary sewage system. Attention is called to the fact that the maximum permissible concentration will vary throughout the public sanitary sewage system depending upon the size of the particular interceptor sewer receiving the same and the flows therein.
(6) 
Wastes containing insoluble, non-flocculent substances having a specific gravity in excess of 2.65.
(7) 
Wastes containing soluble substances in such concentration as to cause the specific gravity of the waste to be greater than 1.1.
(8) 
Wastes containing any of the following substances in solution or in suspension in concentrations exceeding those shown in the following table:
Substance
Maximum Permissible Concentration
Phenolic compounds as C5H60H
1.0 mg/l
Cyanides as CN
0 mg/l
Cyanates as CNO
0 mg/l
Iron as Fe
0.3 mg/l
Trivalent Chromium as Cr. plus)
Hexavalent Chromium as Cr)
0.5 mg/l
Nickel as Ni
1 mg/l
Copper as CU
0.03 mg/l
Lead as Pb
0.5 mg/l
Zinc as Zn
0.15 mg/l
(9) 
Wastes containing more than 100 mg/l by weight of fat, oil or grease.
(10) 
Wastes containing more than 10 mg/l of any of the following gases: hydrogen sulfide, sulfur dioxide, nitrous oxide or any of the halogens.
(11) 
Wastes containing gases or vapors, either free or occluded, in concentrations toxic or dangerous to humans or animals.
(12) 
Wastes containing toxic substances in quantities sufficient to interfere with the biochemical processes of the sewage treatment works or that will pass through the treatment process and still exceed the state and federal requirements for the receiving stream.
(13) 
Wastes containing toxic radioactive isotopes without a special permit.
E. 
Grease, oil and sand interceptors.
(1) 
Grease, oil and sand interceptors shall be provided, by the owner at the owner's expense, when, in the opinion of the Inspector, they are necessary for the proper handling of liquid wastes containing grease in excessive amounts or any flammable wastes, sand and other harmful ingredients; except that such interceptors shall not be required for private living quarters or dwelling units. All interceptors shall be of a type and capacity approved by said Inspector and shall be located as to be readily and easily accessible for cleaning and inspection.
(2) 
Grease and oil interceptors shall be constructed of impervious material capable of withstanding abrupt and extreme changes in temperature. They shall be of substantial construction, watertight and equipped with easily removable covers which when bolted in place shall be gastight and watertight.
(3) 
All facilities that have commercial-type kitchens must have grease interceptors. These grease interceptors must be located outside the building unless the Board permits otherwise. The grease interceptors must be maintained by the owners. Unless otherwise notified by the Inspector that a grease interceptor is necessary to be installed immediately, existing facilities without grease interceptors shall be required to install grease interceptors within 24 months of the enactment of this chapter.
[Amended 5-7-2012 by Ord. No. 508]
(4) 
Grease interceptors shall be cleaned to ensure that sediment and floating materials do not accumulate to impair the efficiency of the grease interceptor; to ensure the discharge is in compliance with local discharge limits; and to ensure no visible grease is observed in discharge. Grease interceptors shall be completely evacuated a minimum of every 30 days, or more frequently when:
[Added 5-7-2012 by Ord. No. 508]
(a) 
Twenty-five percent or more of the wetted height of the grease trap or grease interceptor, as measured from the bottom of the device to the invert of the outlet pipe, contains floating materials, sediment, oils or greases; or
(b) 
The discharge exceeds BOD, COD, TSS, FOG, pH, or other pollutant levels established by the Board.
(c) 
If there is a history of noncompliance.
(5) 
Any person who owns or operates a grease interceptor may submit to the Board a request in writing for an exception to the thirty-day cleaning frequency of their grease interceptor. The Board may grant an extension for required cleaning frequency on a case-by-case basis when:
[Added 5-7-2012 by Ord. No. 508]
(a) 
The grease interceptor owner/operator has demonstrated the specific interceptor will produce an effluent, based on defensible analytical results, in consistent compliance with established local discharge limits such as BOD, TSS, FOG, or other parameters as determined by the Board.
(b) 
Less than 25% of the wetted height of the grease interceptor, as measured from the bottom of the device to the invert of the outlet pipe, contains floating materials, sediment, oils or greases.
(c) 
In any event, a grease interceptor shall be fully evacuated, cleaned, and inspected at least once every 90 days.
(6) 
Each pump-out of a grease interceptor must be accompanied by a manifest to be used for recordkeeping purposes. Persons who generate, collect and transport grease waste shall maintain a record of each individual collection and deposit. Such records shall be in the form of a manifest. The manifest shall include:
[Added 5-7-2012 by Ord. No. 508]
(a) 
Name, address, telephone, and commission registration number of transporter.
(b) 
Name, signature, address, and phone number of the person who generated the waste and the date collected.
(c) 
Type and amount(s) of waste collected or transported.
(d) 
Name and signature(s) of responsible person(s) collecting, transporting, and depositing the waste.
(e) 
Date and place where the waste was deposited.
(f) 
Identification (permit or site registration number, location, and operator) of the facility where the waste was deposited.
(g) 
Name and signature of facility on-site representative acknowledging receipt of the waste and the amount of waste received.
(h) 
The volume of the grease waste received.
(i) 
A consecutive numerical tracking number to assist transporters, waste generators, and regulating authorities in tracking the volume of grease transported.
(7) 
One copy of the manifest shall be provided to the Borough within 15 days after the grease interceptor is cleaned.
[Added 5-7-2012 by Ord. No. 508]
(8) 
The Board shall have the right to enter the premises during regular business hours of any user or potential user to determine whether the user is complying with all requirements of this chapter and any wastewater discharge permit or order issued hereunder. Users shall allow the Board ready access to all parts of the premises for the purposes of inspection, sampling, records examination and copying, and the performance of any additional duties.
[Added 5-7-2012 by Ord. No. 508]
(9) 
Where a user has security measures in force which require proper identification and clearance before entry into its premises, the user shall make necessary arrangements with its security guards so that, upon presentation of suitable identification, the Board will be permitted to enter without delay for the purposes of performing specific responsibilities.
[Added 5-7-2012 by Ord. No. 508]
(10) 
The Board shall have the right to set up on the user's property, or require installation of, such devices as are necessary to conduct sampling and/or metering of the user's operations.
[Added 5-7-2012 by Ord. No. 508]
(11) 
The Board may require the user to install monitoring equipment as necessary such as FOG sensing and alarm devices. The facility's monitoring equipment shall be maintained at all times in a safe and proper operating condition by the user at its own expense.
[Added 5-7-2012 by Ord. No. 508]
(12) 
Any temporary or permanent obstruction to safe and easy access to the facility to be inspected and/or sampled shall be promptly removed by the user at the written or verbal request supplemented with a written notice of the Board and shall not be replaced. The costs of clearing such access shall be borne by the user.
[Added 5-7-2012 by Ord. No. 508]
(13) 
Unreasonable delays in allowing the Board access to the user's premises shall be a violation of this subsection.
[Added 5-7-2012 by Ord. No. 508]
A. 
There is imposed upon the owners of, or the users of water in or on, all properties served by the public sanitary sewage system, sewage collection, transportation and treatment charges for the use of said system, payable in the amounts and as provided in the Sewer Rate Ordinance heretofore adopted by the Board and as amended and modified hereinafter from time to time and made part of this chapter as Article VIII. Said owners and users will be jointly and severally liable for the payment of said sewage collection, transportation and treatment charges and the penalties therein prescribed for delinquent payments thereof.
B. 
All bills for sewage collection, transportation and treatment charges shall be due when rendered and shall be subject to the penalty provisions set forth in the Sewer Rate Ordinance (Article VIII hereof). Owners and, where adequate arrangements have been made with the Borough, users will be billed periodically for the sewage collection, transportation and treatment charges in accordance with the billing practices of the Borough.
C. 
Unless changed by the Sewer Rate Ordinance, the Borough's sewage collection, transportation and treatment charges shall be on a water usage rate basis. The Borough may, if it deems it advisable, elect at some time in the future to impose, in whole or in part, the sewage collection, transportation and treatment charges on such other basis as it may determine. When the water usage is used as the basis for said charges, the volume of water to be used for billing purposes shall be based upon water meter readings or, in the absence of such readings, upon estimates made by the Borough or flat rate charges, all as more particularly set forth from time to time in the Sewer Rate Ordinance (Article VIII hereof).
D. 
When water usage is used as the basis of charges, then the owner or user must, after written notice from the Borough, install and maintain a water meter or meters satisfactory for measuring all water used at the premises. The cost of the meter and its installation shall be borne by the owner or user or the water service provider, as the case may be. The quantity of water used to determine the sewage collection, transportation and treatment charges shall be the quantity of water measured by all such meters. In lieu of meters, the Sewer Rate Ordinance may establish a flat rate charge, which shall be applicable to such nonmetered water usage.
E. 
When water usage is used as the basis of charges, then if it is established to the satisfaction of the Board that a portion of the water used in or on any property served by the public sanitary sewage system does not and cannot enter said system, the Board may determine, in such manner and by such method as it may deem practical, the percentage of the water entering the public sanitary sewage system, or the Board may require or insist upon the installation of an additional meter or meters, cost borne by the owner or user, in such manner as to determine either the quantity of water excluded from the public sanitary sewage system or the quantity of water, sewage or industrial waste actually entering the public sanitary sewage system. In such case, the sewage collection, transportation and treatment charge shall be based upon the quantity of water estimated, measured or computed by the Board to be actually entering the public sanitary sewage system.
F. 
When water usage is used as the basis of charges, then any person requesting consideration for a reduction of the amount of sewage collection, transportation and treatment charges because of water not entering the public sanitary sewage system shall make written application to the Board for such consideration, giving the name of such person, his address and setting forth supporting data fully describing other sources of water, if any, as well as the disposition of water alleged not to be entering the public sanitary sewage system. The application shall be accompanied by a sketch to approximate scale showing the plan of the property, the water distribution system, sewer layout, existing meters and proposed meters in the scheme to determine the quantity of flow entering, or not entering, the public sanitary sewage system. The cost of furnishing, installing and maintaining any meters other than those utilized to measure water purchased from the Borough shall be borne by the applicant. The type, size, location, arrangement and maintenances of such meters shall be subject to the approval of the Borough.
A. 
Although the sewage treatment works will be capable of treating certain abnormal industrial wastes as heretofore defined in § 185-16 of Article V, the actual treatment of such wastes may increase the cost of operating and maintaining the public sanitary sewage system. Therefore, there will be imposed upon each person discharging such industrial waste into the public sanitary sewage system a surcharge, or surcharges, which are intended to cover such additional cost. Such surcharges shall be in addition to the regular sewage collection, transportation and treatment charges set forth in the Sewer Rate Ordinance (see Article VIII hereof) and shall be payable as therein provided.
B. 
The strength of any industrial waste, the discharge of which is to be subject to surcharge, shall be determined monthly, or more frequently as the Board shall determine, from samples taken either at the manhole or metering chamber referred to in § 185-19 hereof or at any other sampling point mutually agreed upon by the Board and the producer of such waste. The frequency and duration of the sampling period shall be such as, in the opinion of the Board, will permit a reasonably reliable determination of the average composition of such waste. Samples shall be collected or their collection supervised by a representative of the Board and shall be in proportion to the flow of waste, exclusive of stormwater runoff, and composited for analysis in accordance with the latest edition of Standard Methods for the Examination of Water and Wastewater, cited above. Except as hereinafter provided, the strength of the waste so found by analysis shall be used for establishing the surcharge or surcharges.
C. 
In the event that any industrial waste is found by the Board to have a BOD in excess of 300 milligrams per liter, the producer of said waste shall be surcharged an amount equal to the product of the actual volume of wastes in thousand gallons per billing period, discharged to the public sanitary sewage system and the BOD surcharge rate. The BOD surcharge rate shall be determined by the following formula:
Rs
=
0.00834 P (C - 300)
Where:
RS
=
The BOD surcharge rate in cents per 1,000 gallons of waste discharged.
P
=
The average annual fixed, operating and maintenance cost of tertiary treatment processes per pound of BOD received at the treatment works (see Sewer Rate Ordinance at Article VIII below).
C
=
The average BOD of the industrial waste expressed in milligrams per per liter as determined in accordance with § 185-22B of this article.
The figure "300" appearing in the above formula corresponds to the maximum BOD permissible without surcharge. The figure 0.00834 is the factor to convert milligrams per liter to pounds per 1,000 gallons. No discount will be permitted for sewage or industrial wastes having a BOD less than 300 milligrams per liter.
D. 
In the event that any industrial waste is found, by the Board, to have an average suspended solids concentration in excess of 350 milligrams per liter, the producer of such waste shall be surcharged an amount equal to the product of the actual volume of wastes in thousand gallons per billing period, discharged to the public sanitary sewage system and the suspended solids surcharge rate. The suspended solids surcharge rate shall be determined by the following formula:
Rs
=
0.00834 x B (S - 350)
Where:
RS
=
The suspended solids surcharge rate in cents per 1,000 gallons of waste discharged.
B
=
The average annual fixed, operating and maintenance cost of the sludge digestion, sludge drying and sludge disposal operations per pound of suspended solids received at the treatment works (see Sewer Rate Ordinance at Article VIII below).
S
=
The average suspended solids concentration of the abnormal industrial waste expressed in milligrams per liter as determined in accordance with § 185-22B of this article.
The figure 350 appearing in the above formula corresponds to the maximum suspended solids concentration permissible without surcharge. The figure 0.00834 is the factor to convert milligrams per liter to pounds per 1,000 gallons. No discount will be permitted for sewage or industrial wastes having a suspended solids concentration less than 350 milligrams per liter.
E. 
The surcharges provided for in this section shall be added to the sewage collection, transportation and treatment charges imposed by the Board under the Sewer Rate Ordinance (Article VIII hereof).
Bills and notices relating to the sewage collection, transportation and treatment charges and surcharges will be mailed or delivered to the property owner's last address or, where proper arrangements have been made with the Board, to the user's last address as shown on the billing books of the Board.
A. 
Application for connection to the public sanitary sewage system shall be made to the Board upon the prepared printed form furnished by the Borough. All plans must be installed in accordance with this article as well as the Uniform Construction Code.
[Amended 5-7-2012 by Ord. No. 508]
B. 
All information requested on said form shall be furnished by the applicant, including the character and use of each structure located upon the property.
C. 
Any required tap-in fee, connection fee and/or inspection fee shall be paid at the time of receiving approval of application for permission to make a connection. Such fees shall be as set forth in the Sewer Rate Ordinance incorporated at Article VIII below. All costs shall be borne by the owner or user regarding tap-in connections.
D. 
No work shall commence before the payment of any aforementioned connection permit.
E. 
Each lot having an occupied building or buildings thereon must have at least one main building sewer and one tap-in. Two or more buildings, located on the same lot and owned by the same owner, may have their individual sewer lines connected on the lot into one main building sewer which shall connect into the public sanitary sewer. Consolidation of the sanitary sewers from two or more buildings, owned by different owners, into one main building sewer shall be prohibited, unless permission is obtained by the Borough. Each individual sewer from each building shall be inspected. The inspection fee shall be charged for each building sewer in addition to the inspection of the main building sewer and any tap-in and/or connection fees. The owner of each building, or group of buildings owned by the same owner, shall pay for the initial installation of the main building sewer and for any inspection fees, connection fees (if any) and tap-in fees (if any). If approved by the Borough, a single main building sewer, with payment of inspection fees, connection fees (if any) and tap-in fees (if any) for the appropriate number of actual units served, will be permitted to serve a school, factory, apartment complex, condominium or other permanent multiple unit structure, whose individual units may not be owned by one owner, but only after it has been determined who will pay for the inspections, connection and tap-in fees and who shall be responsible for the maintenance of the main building sewer. If approved by the Borough, a single main building sewer, with payment of inspection, connection and tap-in fees for the appropriate number of actual units served, will be permitted to serve a school, factory, apartment complex, condominium or other permanent multiple unit structure, whose individual units may not be owned by one owner, but only after it has been determined who will pay for the inspections, connection and tap-in fees and who shall be responsible for the maintenance of the main building sewer.
[Amended 12-1-2008 by Ord. No. 498]
F. 
Connections to sanitary sewers shall be completed within 60 calendar days after receipt of proper notice.
G. 
All connections to the sanitary sewers shall be subject to certain restrictions as to unacceptable sanitary sewage, which are set forth herein in § 185-20.
H. 
The designated Inspector of the Board shall be given at least 24 hours' notice of the time when such connection shall be made in order that said Inspector can be present to inspect and approve the work of connection. If such work is to be during a weekend or on a day following a holiday, notice shall be given two business days in advance. The Inspector shall signify his approval of the connection by endorsing his name and the date of approval on the aforementioned connection permit in the possession of the permittees.
I. 
At the time of inspection of the connection, the owner or owners of properties shall permit the Inspector full and complete access to all sanitary and drainage arrangements and facilities in each building and in and about all parts of the property. No building sewer line shall be covered over or in any manner concealed until after it is inspected and approved by said Inspector. An approved test shall be made of the sewer line, after backfilling has been done, and before final approval of the sewer installation is given.
J. 
It is the intention of this article that the entire connection be inspected at one time; however, if the Inspector feels that special conditions warrant more than one inspection, he may request the same, subject to such additional inspection fees as the Board shall determine.
K. 
All construction details shall be in accordance with the Construction Standards of the Borough of New Wilmington, as the same may be in force at the time the permit to connect is issued, unless the permit for the sewer or its connection provides otherwise.
L. 
In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such drain shall be lifted by approved artificial means and discharged to the building sewer.
M. 
The Borough may refuse a permit to allow a connection directly to the main intercepting sewer and require extensions and connection to a manhole; the manhole, sewer and other work to be done at the expense of the owner. Laterals may not be connected directly to a manhole unless approved by the Board.
N. 
Commercial installations must also comply with all local construction regulations.
O. 
The property owner shall be responsible for the maintenance, repair and replacement of the main building sewer line beginning from the edge of the visible cartway to the building. The Borough shall be responsible for the maintenance, repair and replacement of the building sewer line beginning from the edge of the visible cartway to the main sewer line. As it relates to this section, the edge of the visible cartway is defined as the curb or, if no curb, the point on the roadway at which the pavement or other road surface ends.
[Amended 12-1-2008 by Ord. No. 498]
P. 
If, in the opinion of the Inspector, there is a danger of backflow, upon notification by the Inspector, the owner or user must install a backflow preventer on the main building sewer, all expenses paid for by the owner or user.
A. 
Five copies of plans for proposed extensions shall be submitted to the Board on twenty-four-by-thirty-six-inch sheets showing plan views to a scale of one inch equals 50 feet and profiles to a scale of one inch equals 10 feet vertically and one inch equals 40 feet horizontally, a North point, a suitable title block, date and the name of the engineer or surveyor and imprint of his registration seal.
B. 
All sewers shall be designed in accordance with the Sewage Manual of the Pennsylvania Department of Environmental Protection, Division of Sanitary Engineering, and this chapter.
C. 
Construction of sewers will not be permitted until the proper state permits have been obtained.
D. 
Prior to final acceptance of any sewer extensions by the Board, it will be necessary for the developer to furnish to the Board as-built plans showing the angle and distance between manholes, the top and invert elevation of each manhole and the exact location of all house sewer connections relative to the nearest manhole both downstream and upstream.
E. 
Easements shall be recorded in the name of the Borough for all sewers to be constructed outside of dedicated street rights-of-way.
F. 
The developer shall file all necessary connection permits and pay the applicable tap connection and inspection fee for each house or building to the Board which shall become due and payable prior to inspection and approval by the Inspector for each respective house service sewer.
G. 
The developer shall also reimburse the Board in full for all costs of inspection of construction of all sanitary sewers. The amount and type of inspection required shall be determined by the Board prior to construction.
H. 
No sewer extensions constructed by a developer will be approved for use and acceptance by the Board until said sewers are formally approved by the Board, all tap-in, connection and inspection fees have been paid for each building connected to the system, and the Board has been reimbursed in full for all inspection costs incurred by the Inspector during construction, testing and approval.
I. 
The extension of a sewer line shall include the entire quantity of pipe and appurtenant facilities required to make a complete installation from the end of the existing Borough system to and across the entire frontage of the last property for which the applicant has requested service or where service is required under this article.
J. 
All lots shall have a main building sewer extended to the lot line. These extensions shall be capped and located by an iron rod or post, 48 inches long, driven into the ground 24 inches and left exposed 24 inches.
K. 
For Inspection, connection and tap-in fees, see the Sewer Rate Ordinance at Article VIII hereof.