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clearly show how to control storm drainage, flood

hazard and erosion, and to protect groundwater,

including:

preserving natural channels to the

maximum extent possible;

utilizing detention or retention ponds and

minimize impervious surface;

establishing interceptor ditches above

steep slopes, where required, in such away

to not saturate soil, and the intercepted

water should be conveyed in a pipe or

other appropriate manner to a municipal

storm sewer system or to the bottom of a

ravine or bluff;

utilizing discharge point stabilization for

natural drainage path; and

providing a controlmechanismtominimize

erosion and siltation.

7. Development proposals shall be accompanied

by a hydro-geotechnical study that identifies the

hazardous nature of the subject area, including:

vegetation types;

ecologically sensitive areas;

view vistas;

soil types;

soil and terrain stability;

rock outcroppings;

specific hazard area; and

protective and mitigating measures to be

used during and after construction and

development.

8. A Professional Engineer with experience

in geotechnical engineering shall submit a

geotechnical study in accordance with the

landslide assessment guidelines published by

APEGBC (Associated Professional Engineers and

Geoscientists of BC) and the City of Chilliwack

Guidelines for Geohazard Assessment and

Investigation.

9. A storm water management plan must be

submitted to the satisfaction of the Director of

Engineering and must provide on-site drainage

so as not to adversely affect adjacent properties.

Further, all post development water flows into

the storm drainage system must not exceed pre-

development flows in accordance with the City of

Chilliwack Policy and Design Criteria Manual for

Surface Water Management.

10. Stream crossings and roadway construction

adjacent to streams shall obtain all necessary

approvals and be designed to accommodate flows

and retain the streambed in a natural condition.

11. A Qualified Professional is required to supervise

all excavations or placement of fill in natural slope

areas

.

12. Road design should minimize the potential danger

of erosion, landslide and flooding. The following

techniques may apply where appropriate:

follow contours;

allow split level, one-way streets;

allowflexibility in the placement of lot lines

to accommodate “traversing driveways”;

and

employ narrow pavement widths, within

the limits of public safety, by the use of

off-street parking in bays and clusters.

13. Hillside and upland development should employ

environmentally sound techniques in engineering

and architecture such as:

grading to complement natural land forms

to minimize terracing (cut and fill);

using indigenous materials in landscaping;

placing, grouping and shaping of man-

made structures to complement the

natural landscape; and

encouraging a variety of building types

clustered to maximize the amount of open

space and natural features.

14. Hillside and upland development should

complement or enhance the aesthetic qualities of

the natural landscape. Where possible, skylines

and ridgetops, and tree and shrub masses should

be preserved, and all man-made structures should

Implementation Guide