[HISTORY: 1968 Code Chapter 67 §§ 67-1 — 67-32 as amended through 12-28-2015. Amendments noted where applicable; amended in entirety 8-10-2016 by Ord. No. 1243-2016; amended in entirety 11-30-2016 by Ord. No. 1245-2016]
As used in this ordinance, the following words shall have the following meanings:
APPLICANT
Owner, contractor, developer, public or private entity, agency or utility to whom permit is issued.
APPLICATION FEE
The required non-refundable fee paid to the Borough at the time of application to off-set the administrative costs associated with the processing of the street opening permit and tracking of escrow funds.
BOROUGH
Borough of Wildwood Crest.
CONTRACTOR
Any individual, firm, agency, public or private entity, agency or utility performing the work for which the permit is issued.
EMERGENCY
The unforeseen and unintentional need to open a street surface for the repair of an existing underground utility for an event which would immediately endanger the health, safety, and welfare of the general public or create damage to real property.
ENGINEER
The Borough Engineer as the only person authorized by the Commissioners of the Borough of Wildwood Crest to oversee the work performed under this ordinance.
ESCROW
The monies deposited by the applicant for a permit to cover the necessary cost of review and inspections by the Borough Engineer. Escrow funds remaining at the completion of the project shall be returned to the applicant.
IMPROVED ROAD, CLASS A
Any road surfaced with a pavement such as asphalt, concrete, bituminous concrete, brick or similar pavement, and any road having a concrete or soil-cement base.
IMPROVED ROAD, CLASS B
Any road surfaced with stone or slag uniformly deposited in layers, with a total thickness of not less than four inches and where the stone or slag has been compacted by the use of a power roller and bound together by the application of bituminous binder tar or asphaltic binder.
IMPROVED ROAD, CLASS C
Any macadam or other road surfaced with a light coat of stone or oil or any waterbound macadam road without treatment and any gravel or cinder road with oil treatment.
PUBLIC RIGHT-OF-WAY
Any and all surface and subsurface areas including alleys, legally existing utility poles, easements and walkways as designated on the official map of the Borough or by deed or easement agreement for any areas over which the Borough has jurisdiction.
STREET
Any road, highway, public way, public alley, easement or other right-of-way accepted or maintained by the Borough of Wildwood Crest as a public street, as well as any State or County road or highway over which the Borough has acquired jurisdiction by agreement.
UNIMPROVED ROAD
Any cinder, dirt or gravel road without oil treatment and all other roads under the jurisdiction of the Borough.
A. 
No excavation, tunneling, digging, opening or any manner disturbance or interference with any street, or the installation of new utility poles or new utility service within the Borough for any purpose whatsoever without first obtaining and being in possession of a valid permit.
B. 
The replacement of legally existing utility poles in the same location with a pole of similar class and height shall not require a permit. All remnants of the old, or existing pole shall be removed and the area surrounding the pole returned to its preconstruction condition, replacing the same type and quality of material. Any deviations shall require a permit application and approval of the Borough engineer.
C. 
All work within the public right-of-way must be performed by a utility fully recognized and regulated by the New Jersey Board of Public Utilities or through a negotiated franchise agreement or a negotiated right of way use agreement with the Borough of Wildwood Crest.
D. 
Chapter 63 of the Code of the Borough of Wildwood Crest shall regulate the installation of sidewalk, curbing or driveway aprons within the public right-of-way. Requirements for permits, fees, and construction specifications are enumerated and regulated in Chapter 63.
A. 
An application for a permit pursuant to Section 67-2 shall be made to the Borough Construction Office on the form prescribed.
B. 
Applications for residential service shall include a check for the permit application fee and a separate check for the initial escrow account amount as described in Section 67-4 of this chapter. The application shall be deemed incomplete without the necessary application fee check and initial escrow account check.
C. 
All other applications shall submit escrow amounts as determined by the Borough Engineer. No permit shall be issued prior to the submission of the appropriate escrow monies.
D. 
The Borough Engineer shall review all completed applications for permits within five business days of Engineer's receipt of same.
A. 
An application fee of $100 shall be paid for each new residential service connection. An escrow deposit in the amount of $1,000 shall be required for each new residential service connection.
B. 
An Application fee of $250 shall be paid for all other applications. Required escrow deposit as determined by the Borough Engineer shall be remitted prior to the issuance of the required permit.
C. 
Additional inspections required by the Engineer for any stage of work due to poor workmanship, unforeseen conditions, poor quality of material, and/or noncompliance with the code may result in additional escrow fee deposits by the permittee to replenish the escrow account to cover the costs of the additional said inspections.
D. 
All utility companies, including companies with existing franchise agreements with public utilities, shall be permitted to post one general escrow account in an amount to be determined by the Engineer (engineer) based upon the application(s) submitted and the scope of work to be performed and/or an amount estimated and projected to be completed within one calendar year. The general escrow account which shall be maintained by the Chief Financial Officer shall have a minimum balance maintained at all times, which balance shall not be less than 25% of the initial escrow amount required to be posted. Any escrow fund balances requiring replenishment shall be calculated by the Engineer. Invoices to be paid from the general escrow account must have a filed application for each street opening prior to payment being issued by the Chief Financial Officer of the Borough of Wildwood Crest.
E. 
Notwithstanding the foregoing, by resolution of the Board of Commissioners, permit fees, or a portion thereof, may be waived as to any utility company proposing to complete improvements to pipes, conduits, ducts or other facilities and infrastructure used for the purpose of supplying gas, electricity, communications, water, sewer or steam to or from the Borough and its inhabitants under the surface of any street that, within 12 months, is scheduled for complete reconstruction by the Borough. However, a waiver of permit fees under this subsection if granted, shall not exempt the utility company from complying with the other provisions of this ordinance.
F. 
The City of Wildwood Water Utility shall be exempt from payment of necessary permit fees as same applies to the delivery and maintenance of the water distribution system provided to the Borough of Wildwood Crest by the City of Wildwood Water Utility.
A. 
Prior to any street within the Borough being reconstructed, improved, repaved, or overlaid in accordance with a scheduled project approved by the Borough Commission, the Borough Clerk shall distribute notice to all property owners abutting the street, including if said property is located in an adjacent municipality, and to all public utilities and authorities operating in the Borough that the street is scheduled for improvement and indicating that a five-year moratorium will be in effect thereafter. Said notice shall declare that all connections and repairs to existing utilities in the street and all extensions, replacements or other such work, including the installation of service laterals and other utility connections from sewer, gas or water mains, electric and/or communications lines to the curb line of any lot, including unimproved lots, which requires excavation and disturbance of the street shall be completed within 30 days of receipt of notice. The time for the completion of the work may be extended by the Engineer, upon application by the person performing the work. This section shall not excuse any person, firm or entity from the requirement to obtain a permit as provided herein, except that there will be no requirement of paying a fee for final restoration.
B. 
No permit shall be issued for any street opening or excavation which would disturb the asphalt pavement of any road having been constructed, reconstructed, resurfaced, repaved or overlaid until a period of five years after the completion of said construction, reconstruction, resurfacing, repaving or overlay, except in the event of an emergency or hardship as described below. It is understood the five year period as described herein shall be calculated from December 31st of the year in which said road was constructed, reconstructed, resurfaced, repaved or overlaid and run five years thereafter.
A. 
In the event a property owner experiences a hardship condition which requires a street opening permit to be issued contrary to the subsections contained in this ordinance, the Borough of Wildwood Crest may grant relief if and only if the following conditions are satisfied: (1) The property owner shall submit a letter to the Borough Clerk detailing the hardship and the necessity to open the street in lieu of waiting the prescribed period of time. (2) The letter detailing the hardship shall include all pertinent information necessary to review the request, such as property street address, block and lot, reason for hardship, and type and size of street opening. (3) Approval or denial of the request shall be through formal adoption of a resolution by the Borough Commission.
B. 
An additional fee of $1,000 will be assessed for all street openings and/or excavations located within the asphalt pavement on any street within the five-year moratorium.
A. 
In emergency situations during normal business hours, the applicant shall notify the Engineer, the Police Department, and the Construction Office of the Borough of Wildwood Crest of the emergency prior to the opening of the street. After the required emergency opening notification, the openings may be made without a previously issued permit in the case of emergencies which would immediately endanger the health, safety, and welfare of the general public or create damage to real property. Application must be made as soon as possible with the payment of required fee. On the next business day the applicant shall make application for the emergency street opening, explaining the reason for the emergency, and pay the appropriate fees.
B. 
In the event that an entity shall be required to open a street as a result of an emergency, said emergency opening shall be reviewed by the Engineer and if the Engineer shall determine that no such emergency existed, then the entity so opening the street shall have a penalty imposed upon such entity in the amount of $2,500 for the first nonemergency opening, a $5,000 fine for a second nonemergency opening, and a $10,000 fine for a third nonemergency opening.
C. 
The applicant shall comply with all requirements for the Underground Facility Protection Act including the proper notification to the One-Call Damage Prevention System for underground utility markouts.
A. 
A full width restoration will be required on all streets constructed, reconstructed, resurfaced, repaved or overlaid by the Borough within the previous five years of an opening necessitated by emergency or hardship. The restoration shall consist of six-inch thick dense graded aggregate base course and a six-inch thick bituminous stabilized base course, Mix I-2 or equivalent as determined by the Engineer, brought flush with existing grade, within the excavated area. A full width, curb to curb, milling two inches in depth to extend 50 feet beyond the limit of excavations shall be performed after proper settlement in the trench area. The allowable time for trench settlement shall be 45 days unless directed otherwise by the Engineer. The final surface course shall be a two-inch thick bituminous concrete surface course, Mix I-5 or equivalent as determined by the Engineer.
B. 
Trench restoration may be permitted under extraordinary circumstances and at the sole discretion of the Engineer, for openings having minimum impact on the integrity, longevity and serviceability of the street in question.
Permits shall be issued under the authority of the Engineer through the Construction Office of the Borough of Wildwood Crest and in accordance with the provisions of this section and upon receipt of a complete application including payment of all fees. The Engineer shall specify that the permit is valid for a thirty-day period from the date of issuance. The Engineer shall further specify on the permit that all work shall be completed and restored within 48 hours after work is commenced or within duration of time which the Engineer determines to be reasonable and fair. The applicant shall notify the Engineer 48 hours in advance of commencing any work so that appropriate inspection can be scheduled and completed where required. No work may be completed until a Borough permit approved by the Engineer and issued by the Construction Official is on file. In addition, the applicant's work date must be approved by the Engineer.
Within the time period allotted the permit holder shall replace the earth and pavement in the excavation in such manner that the same shall be left in as good as a condition as it was prior to the excavation commenced. In general, the excavation, refilling and restoration of any street shall be in accordance with the New Jersey Department of Transportation, Standard 5 Specifications for Road and Bridge Construction, as amended, hereinafter called NJDOT Standard Specifications, except as further modified herein:
A. 
Trenches shall be backfilled in layers not to exceed six inches and a vibratory tamper must be used; 95% compaction is required. Puddling of backfill is not permissible. The applicant shall provide additional material, approved by the Engineer, as necessary should there be a deficiency. The Engineer shall be present during backfilling.
B. 
Roadways with a concrete base or soil-cement base course shall be restored using a combination of concrete and asphalt approved and determined by the Engineer. After backfilling in accordance with the requirements of this ordinance and immediately before repaving, the applicant shall remove the pavement and base course for a distance of one foot all around the neat area of the excavation and shall replace the base course and wearing surface with Class B concrete and bituminous pavement, type I-5 or equivalent as approved by the Engineer, respectively. In addition, any excavation located within 10 feet of another excavation, after one over cut, performed by the applicant or for the property benefitting by the excavation shall be overcut to provide a single contiguous excavation.
C. 
Bituminous concrete street restoration specifications.
(1) 
Gravel Base Course - Dense Graded Aggregate. Gravel shall consist of compact soil aggregate, type I-5 and shall be installed six inches thick. Recycled concrete product may be substituted for the soil aggregate base course, contingent upon it meeting the NJDOT requirements for I-5 materials. The Engineer may, at his sole discretion, submit samples of the soil aggregate for gradation analysis, at the sole cost of the applicant. After backfilling in accordance with the requirements of this ordinance and immediately before temporary restoration, the applicant shall over cut the excavation for a distance of one foot all around the neat area of excavation and shall perform the temporary restoration as defined below. In addition, any excavation located within 10 feet of another excavation, after one-foot over cut, performed by the applicant or for the property benefitting by the excavation shall be overcut to provide a single contiguous excavation.
(2) 
Temporary Restoration (i) The temporary restoration will consist of the installation of six inches of soil aggregate, type I-5, to a level six inches below the level of adjacent paved surfaces. Two three inch lifts of stabilized base course, Mix I-2 or equivalent as approved by the Engineer, shall then be installed to grade, (ii) The temporary surfaces shall be left in place for a period of not less than 45 days to allow sufficient settlement to occur. Should settlement continue to occur, the Engineer shall determine when the work is acceptable for final restoration. The permittee shall be responsible for all necessary maintenance until such time as the final restoration is completed.
(3) 
Final Restoration, (i) All surface restoration shall be accomplished by a competent, qualified, properly licensed and registered contractor with at least five years of experience in roadway and pavement construction. (ii) The trenches shall be milled and neat saw cut to a depth of two inches to produce a clean edge. All edges shall be coated with an asphaltic tack coat prior to a two-inch lift of bituminous concrete surface course, Mix I-5 or equivalent as approved by the Engineer, being installed to a level even with the existing road grade. All surface joints around the perimeter of the resurfaced trench shall be hot sealed, three inch minimum width, with a NJDOT approved roadway joint sealant.
(4) 
No surface water shall be entrapped or ponded on the resurfaced areas. If any ponding occurs, the applicant will be responsible for performing whatever remedial action is required by the Engineer.
D. 
If more than two individual excavations would be required within a 100-foot length, the Engineer may require the contractor to complete the improvements with a single trench rather than individual excavations. If more than one excavation or trench would occur within a 100-foot length, the applicant will be required to mill the existing roadway to a depth of two inches extended 20 feet beyond the extreme limits of trenches and install a two-inch thick lift of bituminous concrete surface course, Mix I-5 or equivalent as approved by the Engineer, for the entire length.
E. 
Final restoration will require a minimum of one-half width of cartway. Any trenches or excavations extending beyond the centerline of the cartway will require final restoration of the entire cartway from curb line to curb line. The trench shall be milled to a depth of two inches to a distance of at least one-foot beyond the actual trench limit from the centerline of the cartway to the curb line or from curb line to curb line. All edges shall be coated with an asphaltic tack coat prior to a two inch lift of bituminous concrete surface course, Mix I-5 or equivalent as approved by the Engineer, being placed level with the existing road grade. All surface joints around the perimeter of the resurfaced roadway shall be hot sealed, three inch minimum width, with a NJDOT approved roadway joint sealant.
F. 
By the acceptance of such a permit, the applicant shall be deemed to have agreed to comply with the terms hereof, and upon his failure to do so to pay on demand any cost or expense that the Borough may incur by reason of any shrinkage or settlement in the excavated area resulting from such excavation if such shrinkage or settlement shall occur within 12 months from the time the surface thereof is restored.
G. 
The applicant shall be responsible for the restoration of any and all traffic markings disturbed during the course of completion of the work. Traffic markings shall be restored with long-life thermoplastic materials, unless approved otherwise by the Engineer. The Engineer may waive this provision at their sole discretion.
H. 
The Borough shall not be responsible for financial restitution or payment of any costs or fees except if same are incurred for properly authorized Borough construction.
All permits issued under this section shall be subject to the following rules and regulations:
A. 
All excavations shall be kept properly barricaded at all times and during the hours of darkness shall be provided with proper warning lights. This regulation shall not excuse the applicant from taking any other reasonably necessary precaution for the protection of persons or property.
B. 
All work shall be completed in such a manner as to cause a minimum of interference with travel on the street affected. No street shall be closed to traffic unless the closing is approved by the Engineer and Chief of Police/Officer in Charge. Notice shall be provided of all street closings at least 48 hours in advance to the Engineer, Construction Official and Police Department.
C. 
The Engineer may, upon application by the applicant, extend the time limit during which the permit shall be valid.
D. 
No work shall be completed in such a manner as to interfere with any water main or sewer main, or any connection with either of the same, from any building unless that is the purpose of the excavation or permission has been obtained in advance from the Engineer. No work shall be carried on in such a manner as to result in destruction or damage of any property of the Borough unless this is necessary for completion of the work and permission has been obtained in advance from the Borough department or agency having jurisdiction over such property.
E. 
Pavement shall be cut with pneumatic hammers or mechanical pavement cutters, saws or other like tools. The edges of the opening shall be kept as square and clean-cut as possible. The paved roadway surfaces shall be cut vertically only on a straight line before excavating to avoid undermining an adjacent roadway. The trench in which any utilities and/or appurtenances are to be constructed shall be excavated in open cut from the surface and in such a manner and such depth and width as will give suitable room for bracing and supporting, pumping and draining at the applicant's discretion. The maximum trench width at the top of the pipe shall be two feet plus the outside diameter of the pipe. The applicant may, where it will not interfere with the work or adjacent structures of property, slope the sides of the excavation beyond the width specified above. The sides of the trench may only be sloped from a point starting two feet above the top of the pipe.
F. 
No trench may be backfilled until such time as the Engineer or his designee has been provided the proper notification and the Engineer or the authorized designee is on-site for witnessing the backfill and compaction operations.
G. 
All excavations shall be completely backfilled by the applicant. As much as possible of the material excavated shall be replaced. Such material shall be compacted by tamping or other suitable means in a manner prescribed by the Engineer. Where the Engineer determines that the excavated material is unsuitable for backfill, the applicant shall backfill the excavation with sand, soft coal, cinders, or other suitable material which shall be placed in layers not exceeding six inches in depth and thoroughly compacted in a manner prescribed by the Engineer. Upon completion of the work the applicant shall remove any excess material and leave the premises in a clean condition. If the Engineer determines that any backfilled excavation has settled or caved in, he shall so notify the applicant who shall promptly continue backfilling until the Engineer determines that settlement is complete.
H. 
If tunneling operations are required, the tunnel shall be backfilled with rammed concrete composed of one part cement to six parts sand.
I. 
Blasting is not permitted within the Borough.
J. 
The applicant shall be responsible for obtaining any and all construction permits as may be necessary by the Construction Office or any local, State or Federal agency that may have jurisdiction.
K. 
If the work is not completed within the time specified in the permit or any extension granted by the Engineer, or is not performed in accordance with the regulations set forth in this section and any other regulations that may be established by the Engineer, then the Engineer may complete the work himself and restore the surface of the street or have the same completed by his agent. The cost of completing the work and restoring the street shall be charged to the applicant and may be recovered by an action in any court of competent jurisdiction.
L. 
Between May 15 and September 30 work is restricted to Tuesday through Thursday. No scheduled work will be permitted between Friday and Monday during this time period, unless approved by the Engineer and the Commissioner of Public Safety.
A. 
Location of existing utilities. Prior to any excavation, the applicant or his representative, hereinafter called contractor shall bear the responsibility of locating and marking, either by paint on the pavement or placement of stakes in the ground, the location of all water services, gas services, gas mains, water mains, sewer mains, sewer laterals, telephone and electric raceways or conduits and drains within the area to be excavated. The applicant is required by law to request and obtain a utility markout by calling 811 prior to digging/excavating.
B. 
Depth of utility. In general, the depth at which the utility is installed shall be in accordance with the requirements of the applicable utility company or code, but in no case shall it be less than 18 inches below the finished surface of the roadway.
C. 
Length of trench to be opened. (1) No more trench shall be excavated than can be properly backfilled within the same day. In addition, if the trench area is going to be open to traffic, the trench shall be paved by using the methodology hereinabove specified for street restoration and as specified in the NJDOT Standard Specifications, by using a temporary riding surface such as cold patch, securely anchored or pinned steel plates, or by some combination of the above. (2) The length of trench to be opened or the area of the surface to be disturbed or unrestored at any one time shall be limited by the Engineer with regard to expeditious construction and to the convenience and comfort of the persons residing in the neighborhood or frequenting the streets in question. New trenching will not be permitted when earlier trenches need backfilling or labor is needed to restore the surface of the streets to a safe and proper condition.
D. 
Acceptance of utility company. Prior to final restoration of the roadway, the applicable utility company shall certify that the installation has been completed in accordance with their requirements, including but not limited to flood proofing, joint sealing and corrosion protection, where applicable. A copy of this acceptance is to be provided to the Borough Engineer.
E. 
Care of existing structures. Care shall be taken not to move, without the consent of the Engineer, any sewers, drains, culverts, poles, water or gas pipes, etc., or structures near them that may be encountered during the construction. They shall be securely hung, braced and supported in place by the contractor at his own expense. All utility poles adjacent to the excavation shall be protected and braced during construction. Whenever it is necessary to interfere with the structures, the contractor shall maintain services at his own expense and repair all damages. The contractor shall leave them in as good condition as he found them.
F. 
Dewatering. The contractor shall furnish sufficient pumping equipment and provide at his own expense satisfactory drainage whenever needed in the trench and other excavation during the progress of the work. All water pumped and bailed from the trench or other excavation shall be conveyed in a proper manner to a suitable point of discharge. The flow in all sewers, drains and watercourses encountered on the work, in gutters along the side of or across the work, shall be entirely provided, both temporarily and permanently, as required, by the contractor and at his expense.
G. 
At all times the contractor shall use silenced pumps for his dewatering, bypass pumping, etc., except as approved otherwise by the Engineer for use during the hours of 8:00 a.m. and 5:00 p.m. Monday through Friday. During all other hours, on weekends and holidays the contractor must use silenced pumps or shut said pumps off by 5:00 p.m. and restart them no earlier than 8:00 a.m. the following working day.
H. 
All attempts shall be made to maintain a safe ingress and egress route, which is passable by vehicular traffic, for residential and commercial driveways, including the use of temporary ramping with DGA or asphalt as needed.
A. 
Transferability. Every permit shall apply only to the person to whom it is issued and shall not be transferable.
B. 
Commencement of work. Work under a permit shall commence within 30 days from the date of issuance of the permit. If work is not commenced within that time, the permit shall automatically terminate, unless extension of time has been granted by the Engineer in writing.
C. 
Possession of permit. A copy of the permit, together with a copy of the plan endorsed with the approval of the Engineer, must be kept in the possession of the person actually performing the work and shall be exhibited on demand to any duly authorized employee of the Engineer or to any police officer of the Borough.
D. 
Revocation of permit. (1) The Engineer or Commissioner of Public Safety or designee may revoke a permit for any of the following reasons: a. Violation of any provision of this section or any other applicable law or ordinance. b. Violation of any condition of the permit issued, c. Carrying on the work under the permit in a manner which endangers life or property, or which creates any condition which is unhealthy, unsanitary or declared by any provision of this revision to constitute a nuisance. (2) No permit shall be revoked until the applicant has been afforded notice and an opportunity to be heard. In the case of an emergency which creates an immediate danger to the public health or safety, the Engineer may suspend a permit and order work under the permit to cease immediately, without the necessity of a hearing. In that event, the applicant shall be afforded an opportunity to be heard as soon as possible. When any permit is revoked, the Engineer may provide in his decision that the revocation shall not become effective if the applicant corrects the conditions which led the Engineer to move to revoke the permit.
E. 
Modification of permit conditions. In a special case, the Board of Commissioners may, by resolution, impose special conditions to which the issuance of the permit may be subject or may decide that any provision of this section shall not apply or shall be altered.
The Commissioner of Public Safety or designee may make any rules and regulations which he considers necessary for the administration and enforcement of this chapter, but no regulation shall be inconsistent with, alter or amend any provision of this chapter, or impose any requirement which is in addition to those expressly or by implication imposed by this chapter. No regulations shall be effective unless they shall be approved by resolution of the Board of Commissioners or by amendment to this ordinance if required. Copies of all current regulations shall be furnished to each applicant at the time of the issuance of the permit.
Except in the case of an emergency, the applicant shall be required to notify the Engineer at least 48 hours prior to opening any street. The purpose of such notification is to enable the Engineer to inspect or have the site inspected by his designee. Inspections will be required prior to any backfilling, temporary surface restoration and final surface restoration. No performance guarantees will be returned until such time as the Engineer has satisfied himself that the applicant has complied with all requirements of this chapter relative to opening, backfilling and restoration of the street surface.
Prior to issuing any permit for any work in a public street or public right-of-way, certain performance and maintenance sureties are to be posted with the Borough Clerk.
A. 
Performance surety. (1) The performance surety shall be in the form of either a corporate guaranty bond or a surety bond issued by a company authorized to do business in the State of New Jersey, in a form satisfactory to the Borough Solicitor and Chief Financial Officer and in the penal sum of 100% of the full amount of the total estimated construction costs. A certified check drawn in favor of the Borough of Wildwood Crest for the same amount (100% of the total estimated construction costs) may be substituted for the performance surety. The estimated construction costs of the proposed work shall be based upon current market values, and said amount shall be prepared by the applicant and approved by the Engineer. A minimum amount of $4,900 shall be posted for any permit. (2) In lieu of the above mentioned performance surety, applicants may post an annual performance surety for $50,000 or for an increased amount determined by the Engineer. The form of surety shall be approved by the Borough Solicitor.
B. 
Maintenance surety. (1) In addition to the posting of a performance surety, and as a condition to the release of same, the Borough may, at their discretion, require the applicant to post a maintenance surety in the form of either a surety or guaranty bond issued by a company authorized to do business in the State of New Jersey, in a form satisfactory to the Borough Solicitor and in the penal sum of 15% of the performance surety, or $2,500, whichever is greater. A certified check, drawn in favor of the Borough, for the same percentage (15% of the performance surety, or $2,500), whichever is greater) may be substituted for the maintenance surety. The maintenance period shall be for one year from the date of final acceptance by the Engineer as provided to the permittee in writing. (2) Applicants posting and continually maintaining a performance surety in accordance with this section will not be required to post a separate maintenance surety.
C. 
The applicant shall be responsible for all maintenance and repairs required at the site for a period of one year following completion of construction. The purpose of posting the sureties above is to guarantee to the Borough that any construction, excavation or road opening will be performed and completed in an acceptable fashion consistent with the provisions of this section. In the event that the Engineer determines that the excavation, construction or restoration and refilling has not been performed consistent with the requirements of this section, he shall be entitled, after reasonable notice to the applicant, to correct such deficiencies, to take the performance and/or maintenance sureties or cash posted by the applicant and utilize them to correct any deficiencies, and have the area restored to its proper condition.
The applicant shall fill in and resurface any excavated section and shall maintain the same in a condition similar to the surrounding surface area for a minimum period of one year. During this one year period the performance/maintenance surety shall remain in full force and effect. Upon certification of the Engineer, by inspection made thereof, to the Borough Commission, the surety shall be cancelled by motion of the Borough Commission. If such inspection does not show the surface to have been substantially returned and maintained in its original condition and level, the Borough shall use the surety proceeds on notice of intent to do so by 10 days registered mail or direct service notice from the Engineer. The Borough may use the same for the proper leveling and surfacing of the section, returning any balance of the deposit or charging the applicant for any excess required to place the section in proper condition. If, during the ten-day period, the applicant corrects the condition and notifies the Engineer, in writing, then the notice shall be conditioned as a new application subject to re-inspection and maintenance for one year from date of correction notice.
A. 
Insurance. All applicants and their agents and employees are required to be covered by a policy or policies of liability insurance. Said insurance shall provide coverage for general liability, including products and completed operations liability insurance in the amount of at least $1,000,000 combined single limit/three $3,000,000 aggregate, per occurrence. A certificate of insurance that confirms the aforementioned coverage shall be submitted to the Engineer whenever a performance surety is posted. The insurance shall be maintained by the applicant during the period of the permitted work, including restoration, and shall name the Borough of Wildwood Crest, its officers, employees and agents, and the Borough's Engineering firm, as an additional insured, and must include completed operations coverage.
B. 
Responsibility and liability of the Borough. The Borough shall not be responsible for any injury or damage to persons or property resulting from the negligence of the applicant or his servants, agents or employees in making, grading or filling any excavation permitted under the terms of this section. By accepting this permit the applicant agrees to indemnify and hold harmless the Borough, its agents, servants, and employees, from any damage or liability sustained by any person or property arising out of the activities of the applicant or its agents, servants, and employees in conjunction with the work authorized by said street opening permit. Nor shall the Borough or any official or employee thereof be deemed to have assumed any such liability or responsibility by reason of inspections authorized hereunder, the issuance of any permit or the approval of any excavation work. Furthermore, by accepting this permit the applicant agrees, in the event that a claim is made against the Borough, its agents, servants, or employees arising out of the applicant's construction activities, to provide the Borough with a legal defense and to pay any and all attorney's fees or costs incurred by the Borough in connection with any claims, suit or litigation.
The excavation work shall be performed and conducted so as not to interfere with access to fire stations and fire hydrants. Materials or obstructions shall not be placed within 15 feet of fire hydrants or plugs. Passageways leading to fire escapes or firefighting equipment shall be kept free of debris, construction materials or other obstructions.
Protection of traffic must be in accordance with the Manual on Uniform Traffic Control Devices for Streets and Highways, or as required by the Engineer and/or the Chief of Police/Officer in Charge.
The provisions of 67-1 through 67-18 hereof shall not apply to the following:
A. 
Any person laying any pavement or sewer or doing any other work in accordance with a contract entered into between that person and the Borough.
B. 
Work performed by employees of the Borough.
Any person, firm, corporation, or utility violating any of the provisions of this ordinance shall, upon conviction thereof before the Municipal Court Judge of the Borough of Wildwood Crest, be subject to a fine not exceeding $2,000 or to imprisonment in the County jail for a period not exceeding 90 days, or both. Penalties for violating the emergency street excavation and street opening provisions are contained above in Section 67-7. Moreover, any person, firm or corporation violating any of the provisions of this section shall not obtain a permit under this section for a three-year period.
Every person owning, using or controlling pipes, conduits, ducts or other facilities under the surface of any street or within the public right-of-way of the Borough, which facilities are used for the purpose of supplying gas, electricity, communications, water, sewer or steam to or from the Borough, or its inhabitants, or for any other purpose, shall file with the Engineer accurate information showing location, size and description of all installations.
On or before January 31 of each year, all persons subject to the preceding Section 67-23 shall file with the Engineer additional information showing all installations made or abandoned during the previous year. If no changes have been made to the installations during the previous year, a written statement to that effect may be filed with the Engineer within the period of time specified above. Any person subject to this section may at his option elect to provide additional information throughout the year as it is available. Failure to provide the aforementioned updates each year may result in the Borough refusing to issue any street opening permits to the entity until such time the required mapped updates are filed with the Engineer.
Should any section, paragraph, sentence, clause or phrase of this Ordinance No. 1245-2016 be declared to be illegal, unconstitutional or invalid for any reason, the remaining portions of this ordinance shall not be affected thereby and shall remain in full force and effect and to this end the provisions of this ordinance are hereby declared to be severable.
All ordinances in conflict or inconsistent with this Ordinance No. 1245-2016 are hereby repealed to the extent of such conflict or inconsistency.
This Ordinance No. 1245-2016, adopted November 30, 2016, shall become effective immediately upon final passage and publication as provided by law.