Exciting enhancements are coming soon to eCode360! Learn more 🡪
Township of Woolwich, NJ
Gloucester County
By using eCode360 you agree to be legally bound by the Terms of Use. If you do not agree to the Terms of Use, please do not use eCode360.
Table of Contents
Table of Contents
[Adopted 6-16-2003 by Ord. No. 2003-16[1]]
[1]
Editor's Note: This ordinance superseded former Art. II, adopted 9-17-1979 by Ord. No. 79-2, as amended, which article consisted of § 159-3 through § 159-13.
This article may be cited as the “Street Openings and Excavations Ordinance of the Township of Woolwich.”
It shall be unlawful for any person, partnership, association or corporation to cut, break into, excavate or open any road, street, avenue or highway in the Township of Woolwich, or any portion of the right-of-way, without first making written application to the Township Clerk stating the kind, character and purpose of the proposed excavation or opening and such other information which may be reasonably required to fulfill the requirements of this article. Applications shall be accompanied by six copies of a scaled plan, showing its location and size, and all construction details to be distributed, copies to the Township Engineer, and the final copy to be filed with Township. There shall be obtained from the Clerk a permit for each and every opening.
Permits shall be issued, subject to the terms hereof, by the Clerk upon the approval of the application by the Township Engineer, which approval shall be given if the application and plans conform to the requirements of this article and provide for the work to be performed in accordance with Woolwich Township ordinances and the current New Jersey State Highway Department Standard Specifications for Road and Bridge Construction. The permit (application and plans) must be signed by both Township Clerk and Township Engineer to be valid.
Upon review and approval of the permit (application and plan), with any necessary revisions, the Township Engineer shall return three signed sets of same to the Township Clerk, and the Township Clerk shall, after signing the permit, distribute same as follows:
A. 
One copy to the applicant.
B. 
One copy to the Township Engineer.
C. 
One copy to the Township files.
The permit for street opening shall be valid, as prescribed herein, for a period of one year from the date of issuance. All proposed work and all temporary and permanent repairs shall be completed in this one-year period.
A. 
The proposed construction shown on the permit (application and plan) shall proceed, during the one-year permit period, in accordance with the following phase sequence.
Time Frame
(month)
Actual Time
(months)
Activity
0 to 2
2
Proposed construction and all temporary repairs to be completed
2 to 6
4
Time period to allow disturbed subsurface soil to settle and/or compact
6 to 7
1
Temporary repairs removed and permanent repairs completed
7 to 12
5
Time period for permanent repairs to be tested and inspected
B. 
The one-year permit validation period may be changed or revised as may be necessary when recommendation by the Township Engineer is reviewed and approved by the Committee.
Before an issuance of any street opening permit, fees and a cash security performance deposit shall be received in the offices of the Township Clerk as follows:
A. 
The application fee shall be $100. The application review fee deposit shall be $300.
B. 
The applicant must post a cash performance guaranty in the amount of $50 per square yard of trench excavation, with the minumum performance guaranty being not less than $750.
C. 
The escrow inspection fee to be paid upon filing an application for a utility openings permit for the improved roads shall be based on the following:
(1) 
Five hundred dollars for trench areas totaling 60 square yards or less.
(2) 
An amount equal to 5% of the performance guaranty as determined by Subsection B above for trench areas greater than 60 square yards.
D. 
Where trenching is to take place outside the cartway but within the R.O.W., fees and bonding requirements will be as in Subsections A, B, and C above.
E. 
Where tunneling or trenchless technology is utilized in lieu of the open cut method, a bond will be posted as required in Subsection B above, with the provision that the trench width will be based upon the open cut method. All fees will be as required in Subsections A, B and C above.
F. 
No fee shall be charged for a permit to construct a curb on any street unless such construction will result in damage to the street surface. In such an event, an escrow fee shall be determined by the Inspections and Approval Officer in such amount as shall be required to pay the cost of repairing the surface of such street by Woolwich Township should the permittee fail in his responsibility to repair the road surface as required. Curbing broken or removed during the installation of utilities covered under a utility opening permit shall he repaired or replaced by the permittee. The cost of the repair shall be borne by the permittee. Should the permittee fail to repair curbing broken by his activities, Woolwich Township shall repair the curb and assess the permittee for all costs incurred.
G. 
In the event that the Inspection and Approval Officer determines that any excavation for which a permit has been issued is of greater dimensions than those stated in the permit, or if the Inspection and Approval Officer determines that any street surface has been damaged in connection with the constructions of curbs and such damage has not been repaired, then and in either case the Inspection and Approval Officer shall notify the applicant, who shall pay any additional fee and post any additional bond as required forthwith and before continuing any further work in connection with such excavation or construction.
H. 
In all cases where the forgoing bonds are posted, the permittee shall restore the surface of the street upon the completion of the work by the permittee in accordance with the provisions of this section. Upon verification of completion of the restoration of the street surface by the Inspection and Approval Officer, and a six-month maintenance period, the bond fees shall be released to the permittee. Any unused escrow fees shall be returned to the permittee.
[Added 7-21-2003 by Ord. No. 2003-22]
A. 
Every contractor must supply proof of insurance coverage to Woolwich Township prior to obtaining any permit.
B. 
Every contractor shall provide an insurance certificate to the Township naming the Township of Woolwich and its Engineer as an additional named insured on the policy.
C. 
The minimum amount of liability insurance required shall be $100,000 with a maximum amount of liability insurance of $300,000. The Township Engineer shall have the sole discretion to determine the amount of liability coverage required above the $100,000 minimum limit based upon the scope of the work to be completed.
All permits issued under this section shall be subject to the following rules and regulations and requirements:
A. 
Every permittee shall keep each opening properly guarded and shall backfill and close open trench areas by the end of each workday. Restoration with bituminous stabilized base material must occur within 24 hours of opening the trench. Under no circumstances will trenches be left backfilled to grade with stone or similar material for more than 24 hours. Additional devices shall be installed by the applicant as required by the Inspection and Approval Officer. All work done under any permit shall be done in such a manner as to cause a minimum of interference with travel along the affected street. No street shall be closed to traffic unless specific permission therefor has been granted by the Inspection and Approval Officer and proper notification has been provided to the Woolwich Township Police Department and all emergency service agencies.
B. 
Each permittee shall, as a condition of accepting any permit issued hereunder, save, hold and keep harmless and indemnify the Township of Woolwich, its officers, and agents against any claims, demands or expense arising out of any suit or claim for damage or injury alleged to have been sustained as a result of any work done under such permit.
C. 
Upon application being made therefor, the Inspection and Approval Officer may extend the time during which any permit shall be valid for such a period as the Inspection and Approval Officer deems it advisable. In the event that the work required to be done by a permittee shall not be completed within the time stated on any permit or any extension thereof, then the Inspection and Approval Officer may complete the work required to be done by the permittee and restore the surface of the street affected. The permittee shall, upon demand, pay Woolwich Township the cost of completing such work as the permittee is required to do under this section, and such amount may be recovered by Woolwich Township in a court of competent jurisdiction.
D. 
No work for which a permit is issued hereunder shall be conducted in such a manner as to interfere with any water main or sewer line or any connection from either of the same to any building, unless specific permission to interfere with such main or line is obtained in advance from the Inspection and Approval Officer. No excavation which may result in damage to or destruction of any trees or shrubbery or any Woolwich Township property shall be made unless specific permission therefor is granted by the Inspection and Approval Officer prior to the work being done.
E. 
Every permittee shall completely backfill any excavation made and replace as much as possible of the material excavated. Such material shall be compacted by rolling, tamping or other suitable means as directed by the Inspection and Approval Officer. Any additional backfill material required shall be furnished by the permittee. In any case where the Inspection and Approval Officer determines that the excavation material is unsatisfactory for backfill, the permittee shall backfill the excavation with sand, gravel or other approved material, which shall be placed in layers not exceeding six inches in depth, moistened and thoroughly compacted as directed by the Inspection and Approval Officer as to achieve minimum 95% modified proctor density. Upon completion of the work, the permittee shall remove any excess material and leave the premises in a clean condition. Upon determination of the Inspection and Approval Officer that any backfilled excavation has settled or caved in, the permittee shall promptly upon notice of such determination continue backfilling as above described until the Inspection and Approval Officer determines that the settlement is complete.
F. 
In the event that tunneling operations shall be required to reach a point of connection with any main line, the backfill in any such tunnel shall consist of rammed cement concrete or flowable fill material.
[Amended 3-16-2020 by Ord. No. 2020-05]
A. 
Excavation and reconstruction .
(1) 
The New Jersey Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), with all amendments and supplements by NJDOT, shall govern all work performed under permits issued by Woolwich Township, except as supplemented and outlined below and elsewhere in this policy.
(2) 
All applicants shall contact the New Jersey One Call Center (811 or 1-800-272-1000) prior to any excavation in a Township right-of-way.
(3) 
The excavated material from the trench opening shall not be used for backfill unless the material is approved by the Township Department of Public Works (DPW).
(4) 
Flowable backfill material shall be required for backfilling of all road openings in the pavement area, or other areas at the discretion of the DPW. Flowable backfill, also known as "controlled low-strength material (CLSM)," shall conform to and be constructed according to NJDOT specifications. All trenches shall be filled to within eight inches of final grade. The remaining eight inches shall be filled with stabilized base course placed in three layers to the existing grade. After a ninety-day settling period, the top two inches of the base course shall be milled and final paved with top course as directed by the DPW. Alternate backfill materials such as 15:1 dry mix are prohibited without prior written approval from the DPW.
(5) 
Backfill material, when placed in the trench outside the limits of paving, shall be deposited in layers and compacted in such a manner and by such methods as to achieve 95% standard proctor density throughout the entire area to be backfilled. The maximum thickness of each layer shall not exceed eight-inches loose measurement unless it can be demonstrated that lifts exceeding eight inches meet the minimum 95% compaction requirement. The DPW may require the permit holder to perform in-place density testing to ensure the backfill meets specified requirements.
(6) 
Pavement restoration will require that a tack coat be applied to all vertical and horizontal surfaces of the opening for the stabilized base. A tack coat shall also be applied to the horizontal joints after the final two inches of top course material are placed.
(7) 
No greater area shall be excavated than can be backfilled and completed, including pavement restoration, in a normal road working day (8:00 a.m. to 4:00 p.m.).
(8) 
Paved roadway surfaces shall be saw cut vertically to the full depth of the existing pavement on a straight line before excavating. The surfaces shall be cut in such a manner that lifting of pavement adjacent to the trench will not occur during excavating. Any concrete encountered shall be saw cut and all bars cut flush with the edges of the concrete. Roadway surfaces beyond the limits of the trench cuts shall not be disturbed. All trench excavation must be in accordance with OSHA. Prior to paving, the applicant shall be responsible for the adjusting or for arranging for the adjustment of all facilities, such as manholes, inlets, utility boxes, etc., so that they will conform to the cross slope of the restored surface of the roadway.
(9) 
The DPW, at its sole discretion, may require that any portion of a trench be re-excavated and restored in accordance with provisions contained herein until the expiration of the period of maintenance.
(10) 
All openings beyond the shoulder areas shall be brought to grade with compacted backfill. After a minimum of six months, a minimum thickness of four inches of topsoil shall be constructed in the trench area and seeded, fertilized, and mulched or sodded. Should a proper growth not be achieved after one month, the area shall be refertilized, reseeded and remulched or resodded as necessary.
(11) 
Repair of Township facilities, other than pavements, shoulders, or lawn areas which are disturbed as a result of work performed under the permit shall be required by the DPW. When work is to be completed on a Township road or intersection that impacts the existing signing, striping, raised pavement markers or traffic signal system, it is the applicant's responsibility to contact the Township DPW for mark out of existing facilities in the roadway. Any damage to these facilities must be repaired to the satisfaction of the DPW. In the event that the one or both of the center-line markings of the roadway are disturbed or damaged, both center-line markings shall be replaced. All restoration required by this section shall be done in conformance with the current standards. Any excavations or openings within the Township right-of-way must be restored to as good or better condition as existed prior to the commencement of work.
(12) 
Mill and overlay requirements.
(a) 
The DPW may direct the milling and overlay of newly trenched areas, full width of the road, if the trench is irregular in shape, and/or multiple openings are within close proximity to one another. The limits of the mill and overlay shall be from the beginning of the first opening to the end of the last opening.
(b) 
Mill and overlay of the width of the entire lane is required if the trench is longitudinal along the travel lane. Full width mill and overlay of the entire road is required along longitudinal trenches with nonuniform width and/or with multiple crossings to prevent erratic travel of motor vehicles.
B. 
Final restoration. For all openings in a paved roadway, either of the following reconstruction methods may be used:
(1) 
The flowable fill backfill material shall be placed to within 12 inches of the existing grade. A subbase of six inches of dense-graded aggregate shall be placed and compacted, and then a layer of four inches of stabilized base shall be placed and compacted. The remaining two inches shall be filled with a cold patch material. After a minimum settling period of 90 days, the cold patch material shall be removed and replaced with the final paving as directed by the DPW. All vertical and horizontal joints shall be tack coated.
(2) 
In lieu of the six inches of dense graded aggregate, six inches of stabilized base course, placed in two lifts and compacted, may be used, and the two inches of cold patch placed thereon. After the ninety-day settlement period, the temporary material shall be removed and replaced with the permanent paving at the direction of the DPW. All vertical and horizontal joints shall be tack coated.
(3) 
Traffic stripes or markings, such as edge lines, stop lines, center lines, crosswalks, arrows or word messages, etc., shall be replaced immediately after the temporary pavement is placed. Latex paint may be used for temporary striping. Alkyd base thermoplastic shall be used as the final striping material. Thermoplastic shall be installed at 125-mil thickness. Glass beads shall be applied on the top of the thermoplastic traffic stripes and/or markings. Installation methods and thermoplastic materials shall be in accordance with specifications. When the final pavement restoration is complete, the final pavement markings shall be placed at the direction and approval of the Township.
No permits shall be granted on a newly improved Township road for a period of five years except in cases of emergency. Emergencies shall include utility repairs and any other emergency certified by the Township Committee, Construction Code Official, Manager and the Township Engineer or Public Works Director.
“Improved road” shall mean any Township road surfaced with existing asphalt, concrete, bituminous concrete, or similar pavement. Minimum standards for improved roads shall be six inches of dense graded aggregate or soil aggregate, (I-5), four inches of bituminous-stabilized-concrete base course (Mix I-2) and two inches of FABC (Mix I-5) surface course.
[1]
Editor's Note: Former § 159-13.1, Backfilling and repaving, was repealed 3-16-2020 by Ord. No. 2020-05.
A. 
If the Township completes either temporary or permanent repairs following a street opening, all costs incurred by the Township shall be deducted from the cash security performance deposit along with new filing fee and new engineer inspection and review fees. Costs for such repairs shall include but shall not be limited to all labor, wages, supervision, equipment, materials, gas, oil and advertising.
B. 
If the Township completes both temporary and permanent repairs, the entire cash security performance deposit shall be made available to a cost incurred by the Township to affect said repairs with the balance of deposit, if any, to be credited to the general revenues of the Township. The holder of the permit shall be considered to fault on the permit when the applicant fails to make needed repairs within 10 days after written, regular mail, notification from the Township Clerk. After a permit is in fault, the Township shall make all necessary repairs without any further notification to the holder of the permit.
Unless written permission is obtained from the Township Clerk, no permit holder shall be allowed permission to cut, break into, excavate or open a road, street, avenue or highway for a greater distance than 300 feet at one time, or keep the same open for a longer period than one week. For all the period during which such road, street, avenue or highway is being cut, broken into, excavated or opened by the permit holder, there shall be provided by the permit holder a space of street level of at least 10 feet in width for the purpose of allowing vehicles free and unimpeded use of the same. In no event shall a permit be valid for a period of time in excess of 60 days after its issuance without the written approval of the Township Clerk.
All cuts, breaks, excavations or openings shall conform in size to the application on which the permit is based and shall be performed in neat, even and rectangular sections. All excavations to a depth of six feet or over, and such other excavations as may be required by the Township Engineer, shall be shored and braced to support the walls of the trench for the protection of workmen and to prevent the unintentional widening of the trench.
All permit holders shall, whenever any cut, excavation or opening would be dangerous if left exposed, erect a suitable barricade or railing around the same in such manner as to prevent danger to pedestrians or vehicles and place upon such fence or railing and upon any building materials and appliances suitable and sufficient warning lights during the period of darkness.
All permit holders shall keep the area of their work clear of dirt and debris at all times and shall carry away and dispose of excess dirt, debris and other materials resulting from their work.
All monies received hereunder by the Township Clerk shall be accounted for and deposited with the Township Treasurer.
In case of any emergency involving any underground gas, water, sewer, telephone or electric facility, where immediate repair is imperative to prevent loss or damage to streets or property or discontinuance of service, it shall not be necessary to obtain a permit before commencing such repair, but such permit shall be obtained within two days thereafter, and this section shall not be held or taken in any case to exempt the person, partnership, association or corporation repairing said facility from any other of the provisions of this article.
The terms of this article shall not apply to a street in any subdivision approved by the Township of Woolwich Planning Board prior to acceptance of said street for maintenance by the Township.
A. 
Any person to whom a permit is issued who fails to provide the appropriate notices to either the Township Clerk, the Township Engineer or any Township employee charged with the responsibility of inspecting said street opening shall be required to reimburse the Township of Woolwich for any and all costs incurred in correcting any deficiencies in the street opening or the subsequent repair of same.
B. 
Any person violating or failing to comply with any of the provisions of this chapter shall, in addition to the liability as set forth above, upon conviction thereof, be subject to a fine of not less than $500 and may be imprisoned for a term not to exceed 90 days at the discretion of the Municipal Court Judge. Each day such violation is committed or permitted to continue shall constitute a separate and distinct offense and shall be punishable as same.