20517 App I.pdf [As Published] · 132007.1259

DIVISION 14: EARTHWORKS

Table 14-49 Earthworks

 

 

 

$1.1 The finished surface gradient

| of any filled or excavated’ area is

within the range 0.5% to 1.5% and
drains to Council’s stormwater

_| infrastructure where available or

where stormwater infrastructure is
not available, toward the street.

Surface levels of all earthworks
areas will have a _ gradient
between 0.5% and 1.5% and will
drain towards :internal stormwater
infrastructure.

 

No solution provided.

No major changes to levels are
proposed. Runoff storage will be

_ provided as per the Stormwater

Management Plan as prepared by
Brown Consulting and thus will
not have an adverse flooding
impact off-site:

 

-| For Assessable Development:

$3.1 Filling works are undertaken

-| in accordance with Section 28 —

Filling of Site of Council's PSP5 —
Engineering Design Standards —
Roads and Drainage and
Earthworks.

AND

$3.2. Where the filling is for
residential commercial or
industrial purposes the works
comply with Sections 3 to 6 of
AS3798 -— Guidelines for
earthworks on commercial and
residential development.

All filling works will be undertaken
in accordance with Section 28 of
Councils PSP5 — Engineering
Design Standards — Roads and
Drainage and Earthworks and
Sections 3 to 6 of AS3748 —
Guidelines for Earthworks on
commercial and residential
development.

 

 

 

‘| (c) Protective

‘| d) If

 

$4.1. The following control

measures are implemented:

(a) Regular water spraying of
exposed areas to suppress
dust; :

. (b) Provision of dust stabilised or

sealed internal roads;
covering of
exposed areas that are left
for more than 2 weeks; and
there is no valid
development permit for the
site, disturbed areas are
revegetated using species

 

A Sediment and Erosion Control
Plan will be implemented during
earthworks ‘so as to not disturb
the amenity of neighbouring land
as per drawing NQ7046-02 by
Brown Consulting.