[HISTORY: Adopted by the Township Committee
of the Township of Little Egg Harbor 5-10-2007 by Ord. No. 2007-08.
Amendments noted where applicable.]
As used in this chapter, unless a different
meaning clearly appears in the context, words and phrases shall have
the meanings respectively described to them in the International Residential
Code, New Jersey Edition 2000 and the International Building Code,
New Jersey Edition 2000.
In accordance with § 194-4 below, a permit for grading and drainage shall be required prior to construction of the following:
A.
Prior to the issuance of a zoning permit for the construction of a single-family dwelling, or any other required permits for construction delineated under § 194-2B herein, the applicant for the permit shall submit to the Zoning Officer the required fee as set forth in § 194-3 and three copies of a grading plan accompanied by a certification from a New Jersey licensed professional engineer or architect as required by N.J.A.C. 13:40-7.3 that the plan has been prepared by said engineer or architect and includes all of the items as delineated herein. Said certification shall further set forth that the proposed grading and floor elevation will not impact detrimentally upon any adjoining owner; and further that the plan provides for proper on-site runoff that is adequate to prevent ponding, severe erosion and positive drainage away from the proposed building construction in accordance with Chapter 15-12.10 of the Township Code.[1]
[Amended 1-27-2011 by Ord. No. 2011-21; 9-28-2017 by Ord. No. 2017-11]
B.
The grading plan map prepared based on survey measurements,
drawn to a scale of not more than one inch equals 10 feet or less
than one inch equals 50 feet, shall include the following, as applicable
to the proposed construction:
(1)
Property lines and dimensions based upon a current
(within last two years) outbound survey prepared by a New Jersey licensed
land surveyor.
(2)
Building dimensions and proposed setback dimensions.
(3)
Existing structures on the property and within 50
feet of property.
(4)
Existing and proposed contour lines at one-foot intervals
with reference datum to NGVD 1929 for the property upon which the
dwelling is to be constructed. Proposed grades shall include sufficient
spot elevations at the building corners, driveway and yard areas and
extend 20 feet in all directions from the property to clearly show
impact of grading.
(5)
Finished floor grades of house and garage, description
of house style (ranch, bi-level, two story), and applicable critical
grade.
(6)
A description of the building to be constructed (basement,
crawl space or slab construction).
(7)
Where applicable, sufficient information to show impact,
if any, on adjoining properties.
(8)
Total area of the tract and the total area upland
or buildable area.
(9)
The percentage of lot coverage by structures.
(10)
The existing/proposed sidewalk/curb and fence
locations including the type of material to be used for construction.
(11)
The existing/proposed driveway locations including
the type of material to be used.
(12)
The location and identification of flood zones,
conservation easements, and wetland areas.
(13)
Location of all existing utilities and proposed
connections thereto, and any utility relocations.
(14)
The proposed method of providing water and sewer
services shall be clearly indicated.
(a)
In the case of connecting to a public source
for these services, the sewer lateral and water sewer line locations
shall be shown. Utility connection permits from the appropriate utility
companies shall be provided, if required.
(b)
In the case where a septic system and/or well
is proposed, the plot plan shall include the following information:
[1]
Description and location of all components of
the disposal system and/or well.
[2]
Distances from structures.
[3]
Distances from property lines.
[4]
Separation distances from each other and other
septic disposal systems and/or wells within one-hundred-foot radius
of the lot in questions.
[5]
Grade elevations and inverts required by the
component installation.
[6]
Results of soil borings and permeability test,
including depth to the actual or estimated seasonal high water table
and groundwater observation.
[7]
All systems shall comply with N.J.A.C. 7:9A,
Standards for Individual Subsurface Sewerage Disposal Systems.
(15)
Stormwater flow direction arrows must be provided
for both on-site and off-site conditions.
(16)
Location of all existing sewer and water utilities
and proposed connections thereto, and any required utility relocations.
(17)
The width of street rights-of-way, the width
of street pavements and the material composition of the street surface.
(18)
A North arrow shall be shown with datum referenced.
(19)
When basements are proposed, the results of
soil test borings taken to a depth of 20 feet, reflecting the nature
of the subsoil conditions, the height of the surface water table on
a basis of seasonal average and the height of the surface water table
on a basis of seasonal average and the height of the surface water
table at the maximum wet season.
(20)
Septic system approval from the Ocean County
Health Department, if applicable.
(21)
United States Army Corps of Engineers, New Jersey
Department of Environmental Protection or Pinelands Commission approved
wetlands and wetlands buffer delineations by metes and bounds, if
applicable. Calculated wetland and wetland buffer areas shall be noted.
(22)
The land shall be graded so that the stormwater
from each lot shall drain directly to the street. If it is not possible
to drain directly to the street, it shall be drained to a system of
interior yard drainage designed in accordance with Chapter 15-12.10
of the Township Code.
(23)
Alternate elevations are permitted subject to
the approval of the Township Engineer, subject to a showing that required
drainage to the point of discharge and away from the structure is
provided at all locations on the site.
(24)
The minimum slope for drainage swales shall
be 1 1/2%.
(25)
Schedule showing zoning of property, zoning
requirements and plan provisions in relation to each zoning requirement.
(26)
Submission of a development permit application in accordance with Chapter 185, Flood Hazard Areas, of the Township Code for any development within flood hazard areas.
(27)
Proposed or existing retaining walls.
C.
The Township Engineer shall review and provide either
an approval or rejection of the grading plan in writing to the applicant
a maximum of 10 business days after receipt of the grading plan by
the Community Development Office.
A.
For new home construction, two copies of a recent survey showing all proposed structures, along with all setbacks and height measurement, shall be submitted to the Zoning Officer. If located in a flood hazard area, the proposed first floor elevation or lowest structural member elevation, as required by Chapter 185, Flood Hazard Areas, of the Township Code, must be provided. Additional grading and drainage information shall be in accordance with the criteria found in § 194-4 herein.
A.
Prior to framing or placing the modular units or pre-fab
units on the foundation as constructed, a New Jersey professional
land surveyor shall submit to the Zoning Officer three copies of a
plan showing the setbacks and elevations as to said as-built foundation
and specifically showing the top of block elevation and any other
critical floor elevation.
B.
The foundation as-built plan shall be accompanied
by a certificate from the preparer that same conforms with the above-listed
items.
A.
Prior to the issuance of a certificate of occupancy,
the Zoning Officer shall require three copies of an as-built plan
be submitted, signed and sealed by a New Jersey professional land
surveyor for a final zoning permit review. The plans utilized for
a request for a final zoning permit review shall be accompanied by
a copy of the initial review plans. The Township Engineer will, in
addition to said review, cause an on-site inspection and submit a
written report to the Zoning Officer and Construction Code Official
as to the status of all improvements required and as-built conditions
that conform satisfactorily to the approved plans and that a certificate
of occupancy may be issued. In the event that the final as-built plan
does not conform to the requirements herein set forth, a report shall
be prepared by the Township Engineer indicating conditions, which
must be satisfied prior to the issuance of a certificate of occupancy.
The as-built plans shall include the following:
(1)
Property lines and dimensions.
(2)
Existing elevations of the lot and adjacent roadway,
building corners grades, lot corner grades, drainage swale grades,
as well as contours and critical spot elevations to clearly define
surface flow.
(3)
Finish floor grades of house and garage and description
of house style (ranch, bi-level, two story) and applicable critical
grade.
(4)
All distances from structures in relation to property
lines, height of structures.
(5)
Describe building constructed; basement, crawl space
or slab construction.
(6)
Where applicable, sufficient information to show impact,
if any, on adjoining properties.
(7)
All completed improvements, including but not limited
to walks, drives, curbs and landscaping, shall be shown.
B.
The final as-built plan shall be accompanied by a
certificate from the preparer that same conforms with the above-listed
items and is substantially in conformance with the plan previously
submitted for initial review for a building permit. One copy of each
of the previously submitted plans shall be attached. If alterations
have been made, same shall be explained by notes or attachments, with
an explanation of how the changes are different from the approval
and that there are no significant impacts to adjoining properties.
A.
If, in the opinion of the Township Engineer, inclement
weather prohibits the completion of the improvements required on the
approved grading plan and under Chapter 15-12.10 of the Township Code,
a temporary certificate of occupancy (TCO) may be issued by the Construction
Official. The issuance of the TCO shall be conditioned upon the following
items:
(1)
The estimated construction costs to complete the improvements
are placed in the applicant's attorney escrow account by the builder.
The estimated costs for the incomplete improvements shall be determined
by the Township Engineer.
(2)
Written proof of the escrow amount must be given to
the Township Community Development Officer by the applicant's attorney.
(3)
Proof of receipt of a conditional or permanent report
of compliance from the Ocean County Soil Conservation District, where
applicable, shall be submitted to the Construction Official.
(4)
All escrowed improvements shall be completed and ready
for final inspection no later than May 1 next occurring, unless an
extension is granted by the Township Construction Official and/or
Township Engineer.
B.
Lot reinspection fees, in accordance with this section,
shall be paid by the builder prior to the conversion of the TCO to
a final certificate of occupancy.
