[Amended 4-4-1977 by Ord. No. 77-4; 12-5-1977 by Ord. No. 77-24]
A.
All final subdivision and site plan approvals shall be conditioned upon the developer's either having installed all improvements required or having furnished a performance guaranty in accordance with § 540-65 of this article for any of the following on-tract improvements not yet installed:
(1)
Streets.
(2)
Grading.
(3)
Pavement.
(4)
Gutters.
(5)
Curbs.
(6)
Sidewalks.
(7)
Streetlighting.
(8)
Shade trees.
(9)
Surveyors' monuments, as shown in the final map and required by the N.J.S.A. 46:26B-1 et seq.
(10)
Water mains.
(11)
Culverts.
(12)
Storm sewers, sanitary sewers or other means of sewage disposal.
(13)
Drainage structures.
(14)
Erosion control and sedimentation control devices.
(15)
Public improvements of open spaces.
(17)
Sewers in accordance with the following requirements:
(a)
Plan and profile of sanitary sewers.
[1]
Plan shall be drawn at a scale of one inch equals 50 feet.
[2]
Profiles shall be drawn at a scale of one inch equals 50 feet horizontally and one inch equals five feet vertically.
[3]
Construction details shall be shown at a larger scale as may be required for clarity.
[4]
Plans shall be complete and show all existing and proposed property lines, buildings, structures, utilities, geographical features, street grades, rights-of-way, cellar and soil pipe elevations and details of proposed sewer construction.
[5]
All elevations shall be based upon mean sea level as established by the New Jersey Geodetic Control Survey bench marks.
[6]
Plans and profiles shall be clearly shown on sheets not exceeding 24 inches by 36 inches in dimension.
[7]
Profiles shall show rate of grade of sewers between manholes, elevations of invert and top of manholes and station of manholes.
[8]
Said plans and profiles shall be prepared by a professional engineer licensed to practice in the State of New Jersey.
(b)
Design and calculations report. Report prepared by a professional engineer licensed to practice in the State of New Jersey shall include the following:
[1]
Design data and calculations of proposed sewers.
[2]
Drainage area map indicating the entire drainage area to be served presently and ultimately by the proposed sewers, drawn to a scale of one inch equals 200 feet, except where the area cannot be drawn on one sheet, then the scale shall be one inch equals 500 feet.
[3]
Flow quantities from the entire drainage area.
[4]
Structural computations and load for all pipes.
[5]
Design computations for all special structures.
[6]
Where information pertinent to the design, such as borings, has been collected or is required, it shall be submitted with the report.
(c)
Pipe specifications.
[1]
Sanitary sewer mains.
[a]
The pipe shall be vitrified clay pipe, minimum Class 3300, or approved equal substituted with the written consent of the Planning Board.
[2]
House connections.
[a]
The pipe shall be extra heavy-duty six-inch cast-iron bituminous coated with hot-poured lead joints or neoprene gaskets from the main sewer invert to the curb.
[b]
House connections shall be installed from the main sewer invert to three feet behind the curb. Pipe shall be extra heavy-duty four-inch cast-iron bituminous coated.
[c]
The minimum slope shall be 1/4 inch per foot.
[d]
Watertight plugs or caps shall be furnished at all dead ends.
(d)
Construction and installation.
[2]
Sanitary house connections shall be installed for vacant land in accordance with Chapter 580, Zoning, or as directed by the Municipal Engineer.
[3]
The construction and installation of sanitary sewer facilities shall be subject to inspection and approval by the Municipal Engineer, who shall be notified by the developer at least five days prior to start of construction. No underground sewer installation shall be covered until inspected and approved.
(e)
Exfiltration and infiltration tests.
(f)
As-built data.
[1]
Drawings shall be submitted to the Township showing final location and elevations of all installations, including all house connections. The house connections shall be located 10 feet inside the curbline and referenced to a permanent marker.
[2]
The as-built plan shall be prepared by a professional engineer licensed to practice in the State of New Jersey.
[3]
The house connections shall be marked by an S-cut of 2 1/2 inches marked on the face of the curb or by well-marked stakes if curb does not exist. Upon installation of curb, the location of the connection will be marked on the face of the curb.
[4]
The developer shall submit an original tracing of the as-built plan to the Township so that copies may be reproduced therefrom and added to the Township as-built sewer plans for the area involved.
B.
The engineering specifications for any or all of the work to be done or installations to be performed shall be as set forth by the Municipal Engineer and approved by the Planning Board.
C.
All of the above improvements [Subsection A(1) through (17)] shall be subject to inspection and approval by the Municipal Engineer, who shall be notified by the developer at least five hours prior to the start of construction. No underground installation shall be covered until inspected and approved.