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Pedon Environmental Consulting 46637 Montana Drive Chilliwack, BC V2P 6L9
(604) 799-8817 [email protected] | www.pedon.ca
May 23, 2013 Ron Zaruk Norm-Ron Construction Ltd. 5880-268th Street Aldergrove, BC V4W 1V6 Dear Mr. Zaruk
Re: Non-compliant Fill Opinion Letter
Norm-Ron Construction Ltd. (Norm-Ron) retained Pedon Environmental Consulting (Pedon) to
prepare a letter concerning the addition of fill at 25528 and 25476 73rd Avenue, Langley, BC (the
Site). This letter reviews the conclusions in a report prepared by EvEco Consultants Ltd.1 (the
EvEco report) and provides a professional opinion concerning potential improvement to
agricultural capability that can be achieved by adding fill.
Site History and Project Overview
The Agricultural Land Commission (ALC) refused an application to place fill on the Site. In the
meantime, the Township of Langley (TOL) had permitted filling on the Site. The Site was prepared
to receive fill and some fill was imported to the Site before the project was stopped. Currently,
the Site is not receiving fill nor have the limitations identified in the EvEco Report been improved.
The fill proposal was to place 14 200 m³ of fill over a 2.1 ha fill footprint to alleviate topographic
and drainage limitations in order to facilitate using the site for horse pasture and a horse stable.
1 EvEco Consultants Ltd. 2010. Soils and Agricultural Assessment – Proposed Fill Site 25528 and 25476 73 Avenue, Langley, BC.
Non-compliant Fill Opinion Letter 13-108
Norm-Ron Construction Ltd. May 23, 2013
Page 2 of 4
Pedon Environmental Consulting
EvEvo Report Summary
The EvEco report documents the results of a detailed survey of Site soils and a determination of
the Land Capability for Agriculture of the property. EvEco correlated the soils on the property to
the Scat and Whatcom soil series and determined that the agricultural capability of the fill site
was 50% Class 4 with excess water and topographic limitations and 50% Class 3 with topographic
limitations. The improved agricultural capability for the site, assuming that fill placement
proceeded according to the recommendations, was Class 2, although no specific limitation was
identified.
The recommendations for placing fill were made with the intention of improving the identified
topographic and drainage limitations without introducing limitations associated with adding fill
unsuited for agriculture. A fill implementation plan was developed to guide fill placement at the
site while ensuring agricultural values were protected.
The EvEco report describes regional drainage in the form of creeks and drainage ditches.
Recommendations for diverting water adhere to Fisheries and Oceans Canada (DFO) requests to
protect West Creek to the south of the fill site. The report lacks an assessment of potential
negative effects that fill placement may have on regional hydrology.
Soil Management Recommendations
General soil management recommendations2 were developed for Fraser Valley soils to provide
guidelines for improving common limitations to agriculture. The following section summarizes
the recommendations for Scat and Whatcom soils, the soils that EvEco described at the Site.
Scat soils are poorly drained, slowly pervious, and have compacted subsurface layers that create
perched watertables. Agricultural use is limited by poor drainage and the compact subsoil.
Management inputs recommended to alleviate these limitations include installing subsurface soil
drains, routine subsoiling to increase rooting depth and increase the effectiveness of the
subsurface drains, and excavation to provide a drainage outlet.
2 Bertrand et al., 1991. Soil Management Handbook for the Lower Fraser Valley. BC Ministry of Agriculture, Fisheries, and Food.
Non-compliant Fill Opinion Letter 13-108
Norm-Ron Construction Ltd. May 23, 2013
Page 3 of 4
Pedon Environmental Consulting
Whatcom soils develop from a medium-textured eolian veneer that overlies dense glaciomarine
sediments. Since Whatcom soils develop from two parent materials, drainage properties are
inconsistent with depth. The surface, in eolian sediments, is moderately well- to well-drained and
the subsurface, in glaciomarine sediments, is poorly drained. The limitations to agricultural use
include a shallow rooting zone where the eolian sediments are thin and erosion in places where
slope gradients are steeper than 5%. Management inputs recommended for theses soils include
implementing erosion control practices (i.e., cover cropping), installing subsurface soil drains,
irrigations, and subsoiling.
Since adding fill is not a commonly accepted agricultural management practice it is not
recommended as a management input for improving drainage or topographic limitations.
However, adding fill is a method can improve both topographic and drainage limitations. It should
be considered as a reasonable option at this Site since filling, if done correctly, will address both
identified agricultural limitations.
Opinion
The pairing of topographic and drainage limitations is difficult to improve. Levelling the land using
in situ soil will not address the drainage limitation caused by the impervious glaciomarine parent
material but it will alleviate topographic constraints. Installing subsurface soil drains will not be
effective for improving drainage limitations since it will be difficult to construct outlets with
sufficient freeboard for gravity drains. Creating a network of drainage ditches to divert runoff will
be ineffective since the undulating microtopography is complex and it is likely that small areas
would not be easily connected to ditches.
There is no generally accepted improvement for topographic limitations except land levelling or
adding fill. In this case, if the site is levelled, the dense subsoil will remain and will create a
perched water table leading to poor drainage conditions and consequent restricted agricultural
use.
Adding fill, providing it is done according to the EvEco plan, should improve both topographic and
drainage limitations. Elevating the surface will increase the rooting depth which will reduce
drainage limitations. The fill will be graded across the footprint to create a simple, gentle slope
that does not present a limitation to agriculture. In addition, the gentle slope will act to direct
surface runoff away from agricultural areas of the Site, further improving drainage.