Soil Contamination Survey_EN.pdf
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- Attached to
- SHAPE International School, Belgium
- Solicitation number
- W912GB24R0015
- Issued by
-
Department of the Army European Command
About this file
This land quality report summarizes soil testing conducted for a new school construction project at the Shape International School in Belgium. Soil samples were taken from three lots totaling 3,000 cubic meters that will be excavated for the project. Laboratory analysis found that Lot 1 contains too many PAHs to be compatible with Types I-II land use but all lots are suitable for Types III-V use. The report includes details on the property ownership and history, investigation methodology, sample locations and results, and conclusions regarding appropriate land use and handling for each lot. Relevant plans and appendices provide additional information.
This federal contract opportunity is for construction of a new three-story, 5,500 square meter academic building for the Belgian School section of the Shape International Schools facility in Belgium. The project scope includes construction of classrooms, offices, support spaces, site work, utilities and infrastructure to replace the existing Belgian educational facilities. The design will be compatible with surrounding architecture using brick, metal panels and green roofs. The pre-bid site visit is scheduled for March 20th, 2024 and bids are due by March 8th, 2024. The construction value is estimated between $10-25 million. The Army European Command is the contracting agency.
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ADDENDUM 7: SOIL CONTAMINATION REPORT
100% For Construction
New Belgian School
S.H.A.P.E., Belgium
October 31, 2023
ABETEC Architects & Engineers nv
Land Quality Report
(LQR)
Site of origin
International Shape Campus
Address Avenue d'Ankara 7010 Shape
Geolocation (Lambert 72)
X : 122.220 m Y : 132.979 m
Ref. 1629006-R01 Version 1 Date 24/10/2023 Ordering party ABETEC Architecten & ingenieurs NV
Industrieterrein Hoogveld (Zone C) Vlassenhout 8 9200 Dendermonde
Approved expert
Universoil SRL
11DGS2010-A8
Didier Jacques* Alice Delmée Managing partnerProject engineer
*Permanent representative of Cédille SComm Director of Universoil SRL
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Soil Quality Report (original site) - Campus International du Shape 1629006-R01
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Table of contents 1 Introduction 2 General context
2.1 Identification
2.2 Technical aspects
2.3 Environmental aspects
2.3.1 Current situation
2.3.2 History of the site
2.3.3 Environmental information and existing studies
3 Investigations
3.1 Definition of lots
3.2 Description of typologies
3.3 Withdrawals
4 Interpretation of results
4.1 Comparison of chemical analyses with recovery criteria
4.2 Asbestos
4.3 Invasive plants
5 Conclusions
5.1 Land quality
5.2 Land use
5.3 Walterre code
6 Appendices and plans
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List of tables Table 1: Owner(s) Table 2: Ordering party for the RQT Table 3: Project owner(s) Table 4: Expert Table 5: Sampler(s) Table 6: Laboratory Table 7: Earthworks area Table 8: List of licences Table 9: Classification of the site in the BDES Table 10: Need for quality control of excavation areas Table 11: List of batches Table 12: Description of typologies Table 13: Macroscopic indicators of pollution, asbestos or invasive plants Table 14: Details of removals (soil in place) Table 15: Summary of batch quality Table 16: Summary of operational conclusions
List of figures Figure 1: Location of the future Belgian Shape school Figure 2: Ferraris map (1770-1778) (source: WalOnMap, consulted on 10/10/23) Figure 3: Vandermaelen map (1846 - 1854) (source: WalOnMap, consulted on 10/10/23) Figure 4: Map of the War Depot (1865 - 1880) (source: WalOnMap, consulted on 10/10/23) Figure 5: Orthophotoplan 1971 (source: WalOnMap, consulted on 10/10/23) Figure 6: Orthophotoplan 2019 (source: WalOnMap, consulted on 10/10/23)
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List of abbreviations and conventions Abbreviation Description AGW Walloon Government Decree AR Risky activity AR Acknowledgement of receipt BDES Soil Condition Database BTEX Benzene, Toluene, Ethylbenzene and Xylenes CCQT Soil Quality Control Certificate CCS Soil Control Certificate CiEi Interdepartmental Invasive Species Unit CoDT Territorial Development Code CTAB Branch Agreement Technical Committee CWEA Walloon Compendium of Sampling and Analysis Methods DSD Soil and Waste Department DSR Receiver Site Declaration DT Transport document EC Characterisation study EO Orientation study ER Risk Assessment FEDEXSOL Federation of Experts in Soil Pollution Studies of Brussels and Wallonia FEREDECO Federation of Construction Waste Recyclers GRGT Land management reference guide PAHS Polycyclic aromatic hydrocarbons HM Mineral oils IA Authorised installation ISSeP Scientific Institute of Public Service ML Heavy metals m-nr Metre below reference level m-ns Metres below ground level MO Organic matter MO Project owner MS Dry matter MTBE Methyl-tert-butyl ether NMT Notification of Land Movements NR Transport notification PE Environmental permits PU Planning permission RQT Land Quality Report SPAquE Société Publique d'Aide à la Qualité de l'Environnement (Public Company for
Environmental Quality Support) SPW Walloon Public Service VOCL Chlorinated solvents VS Threshold value
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1 Introduction ABETEC Architecten & ingenieurs NV has enlisted the services of Universoil SRL to produce a Soil Quality Report (RQT) in accordance with the Walloon Government Decree of 5 July 2018 on soil management and traceability, the successive decrees amending it and its reference guide (GRGT).
The planned works involve the construction of a school for the Belgian Shape School.
Excavations will involve soil in place, with an estimated total volume of 3,000 m³.
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2 General context
2.1 Identification
Table 1: Owner(s)
Identifier of the parcel, road or locality
Surname(s) and first name(s) or Company name
Address (street, no., postcode, town, country)
Contact person Phone number Contact email
14D6 EPRC/Belgian State Avenue d'Ankara, 7010 Shape, Belgium
Christophe Vermeiren +32 (52) 338512 cvermeiren@abetec.be
14G5 EPRC/Belgian State Avenue d'Ankara, 7010 Shape, Belgium
Christophe Vermeiren +32 (52) 338512 cvermeiren@abetec.be
14W4 EPRC/Belgian State Avenue d'Ankara, 7010 Shape, Belgium
Christophe Vermeiren +32 (52) 338512 cvermeiren@abetec.be
14X4 EPRC/Belgian State Avenue d'Ankara, 7010 Shape, Belgium
Christophe Vermeiren +32 (52) 338512 cvermeiren@abetec.be
14Y4 EPRC/Belgian State Avenue d'Ankara, 7010 Shape, Belgium
Christophe Vermeiren +32 (52) 338512 cvermeiren@abetec.be
Table 2: Ordering party for the RQT
Surname(s) and first name(s) or Company name
Address (street, no., postcode, town, country)
Contact person Telephone number Contact email
ABETEC Architecten & ingenieurs NV
Industrieterrein Hoogveld (Zone C) Vlassenhout 8, 9200 Dendermonde
Christophe Vermeiren +32 (52) 338512 cvermeiren@abetec.be
Table 3: Project owner(s)
Surname(s) and first name(s) or Company name
Address (street, no., postcode, town, country)
Contact person Telephone number Contact email
ABETEC Architecten & ingenieurs NV
Industrieterrein Hoogveld (Zone C) Vlassenhout 8, 9200 Dendermonde
Christophe Vermeiren +32 (52) 338512 cvermeiren@abetec.be mailto:cvermeiren@abetec.be mailto:cvermeiren@abetec.be mailto:cvermeiren@abetec.be mailto:cvermeiren@abetec.be mailto:cvermeiren@abetec.be mailto:cvermeiren@abetec.be mailto:cvermeiren@abetec.be
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Table 4: Expert
Name of the company
Approval number Address (street, no., postcode, town, country)
Contact person Telephone number Contact email
Universoil SRL 11DGS2010-A8 rue de Lodelinsart 84, 6000 Charleroi
Alice Delmée +32(0)71 65 52 29 alice.delmee@universoil.be
Table 5: Sampler(s)
Last name(s) and first name(s)
Company name Registration number Address (street, no., postcode, town, country)
Contact person
Telephone number
Contact email
Marcoux Julien Universoil SRL PS27DGS2023_PRELEVEURSOL_MARCOUX J. Rue de Lodelinsart 84, 6000 Charleroi
Alice Delmée +32(0)71 65 52 29 alice.delmee@universoil.be
Table 6: Laboratory
Company name Approval number Address (street, no., postcode, town, country)
Contact person Telephone number Contact email
Eurofins Analytico L05DGS2012-LABO-A3-R PO Box 459 NL-3770, Barneveld
AL - The Netherlands
Koen Jaspers +32(0)81/72.88.51 koenjaspers@eurofins.com
2.2 Technical aspects
The site investigated is located on Avenue d'Ankara at 7010 Shape within the school complex, see Table 7.
The project concerns an area of earthworks associated with the construction of the new Belgian school in Shape. A total of 3,000 m³ will be excavated, including :
Table 7: Earthwork area
Identifier of the excavation
Description Parcel or road identifier Land registry reference(s)
Address mailto:alice.delmee@universoil.be mailto:alice.delmee@universoil.be mailto:koenjaspers@eurofins.com
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Z1 A wasteland 14D6, 14x4, 14G5, 14Y4 and 14W4 Mons, division 12, section A, Avenue d'Ankara, 7010 Shape
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Are one or more permits required for the work being carried out? yes
Table 8: List of licences
Licence type and reference
Date of issue of licence Competent authority issuing the permit
Brief description of the project leading to the work excavation
Puni 10011280/PLE.cho
Permit procedure under way, permit not yet issued?
SPW Construction and operation of a new primary and secondary school International School section belge" secondary school
(*)PU = planning permission, PUni = single permit, PI= integrated permit, PE = environmental permit
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2.3 Environmental aspects
2.3.1 Current situation
The site investigated consisted of a wasteland measuring 42 m by 105 m, located within the Shape school complex (Figure 1).
Figure 1: Location of the future Belgian Shape school
2.3.2 History of the site
The 1777 map (fig.2) shows that the area was occupied by heather and a roadway at the time, while the 1850 (fig.3) and 1865 (fig.4) maps show that the area already existed as military ground, as a camp or manoeuvring ground.
Orthophotoplans from 1971 (fig.5) show that a building is present on the site until 2019 (fig.6) when the building is demolished and the land is partly levelled.
Figure 2: Ferraris map (1770-1778) (source: WalOnMap, consulted on 10/10/23)
Figure 3: Vandermaelen map (1846 - 1854) (source: WalOnMap, consulted on 10/10/23)
Figure 4: Map of the War Depot (1865 - 1880) (source: WalOnMap, consulted on 10/10/23)
Figure 5: Orthophotoplan 1971 (source: WalOnMap, consulted on 10/10/23)
Figure 6: Orthophotoplan 2019 (source: WalOnMap, consulted on 10/10/23)
2.3.3 Environmental information and existing studies
Land listed as lavender or peach in the Soil Condition Database (BDES) is considered suspect unless a Soil Survey Certificate (CCS) proves that there is no pollution and that the current situation is identical to that described on the CCS. Information relating to the SED and the suspicious nature of the land is shown in Table 9. The information contained in the ESDB is also shown in Plan 3. Soil from sites outside the Walloon Region must be analysed in the same way as soil from suspect sites.
Table 9: Classification of the site in the BDES
Parcel or road identifier
Colour in the
BDES
Consultation date for the BDES
Reasons and explanations (reference to CCS / CCQT where applicable)
14D6, 14x4, 14G5, 14Y4 and 14W4 white 10/10/2023
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Table 10: Need for quality control of excavation areas
Identifier of the zone of origin
Suspici ous site?
Additional chemical parameters
Any supporting documents
Z1 ☐ / Volume of excavated material > 400m³
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1 m-ns: metre below ground level
3 Investigations
3.1 Definition of batches
Three lots were investigated, totalling 3,000 m³. Divided up according to the depths reached and the excavations planned at these locations. Divided up according to the following logic:
-Batch 1 of 0-0.3 m-ns1;
-Batch 2 of 0.3-1.5 m-ns;
-Batch 3 of 1.5-2.6 m-ns.
The location of the lots investigated can be seen on the land sorting plans (Plan 1a, b and c).
Table 11: List of batches
Batch identifier Identifier of the associated zone
Strategy investigation
Previous results
Strategy "Asbestos
Type of analysis
L1 Z1 Land in place ☐ ☐ PSA
L2 Z1 Land in place ☐ ☐ PSA
L3 Z1 Land in place ☐ ☐ PSA
3.2 Description of types
A full description of the boreholes and the types encountered is given in Appendix 1, in the borehole profiles, and in the photographic report.
in Appendix 4.
The lithology present along the area investigated can be summarised as follows:
- From 0-0.3 m-ns: Sand of loose consistency, containing traces of masonry rubble and occasional traces of bricks and roots, dark brown.
- 0.3 - 1.5 m-ns: Loose sand, containing traces of masonry rubble and brick, dark brown to grey.
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- From 1.5 to 2.6 m-ns: Loose sand, light brown to grey.
Table 12: Description of typologies
Content of exogenous elements
N on-hazardous construction m aterials and w aste other than inerts
O rganic m aterials such as w ood or plant rem ains
Inert building materials such as concrete, bricks, tiles, ceramics and bituminous materials
Stony m aterials of natural origin, such a s debris
Batch identifie r
Description of the type (texture, colour, special features) Earthworks (R) / Natural terrain
(TN)
>1 % >5 % >5 % >10 % >50 %
L1 Sand with masonry rubble, a few bricks and roots R ☐ ☐ ☐ ☐ ☐ L2 Sand with masonry rubble, bricks and stones R ☐ ☐ ☐ ☐ ☐ L3 Sand TN ☐ ☐ ☐ ☐ ☐
No pre-treatment was carried out on the batches investigated.
Table 13: Macroscopic indicators of pollution, asbestos or invasive plants
Pollution index(es) Presence of asbestos waste Presence of invasive plant propagules
Batch identifier
Yes/No2 Nature Yes/No Nature Yes/No Nature L1 ☐ ☐ ☐ L2 ☐ ☐ ☐ L3 ☐ ☐ ☐
2 ☑ = yes; ☐ = no
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3.3 Withdrawals
The samples were taken on 02/10/2023 using a Geoprobe type machine.
The positions of the boreholes are shown on Map 1. Borehole profiles, showing all the types of borehole encountered, are available in the Appendix.
1.
Table 14: Details of removals (land in place)
Volume calculation Sampling strategy ComplianceBatch identifier Earthwork surface area (m²)
Upper level of excavation below surface (m-ns)
Lower level of excavation below surface (m-ns)
Lot volume (m³)
Name of composite sample
List of elementary samples (m-ns)
# elementary samples made / # required by
GRGT
# composite samples made / # required by
GRGT
CWEA
L1 5.300 0 0,3 1.600 L1C1 F1 (0 - 0,3) 16/16 3/3 yes F2 (0 - 0,3) F3 (0 - 0,3) F4 (0 - 0,3)
F22 (0 - 0,3) F25 (0 - 0,3)
L1C2 F5 (0 - 0,3) F6 (0 - 0,3)
F11 (0 - 0,3) F12 (0 - 0,3) F23(0 - 0,3) F24 (0 - 0,3)
L1C3 F7 (0 - 0,3) F8 (0 - 0,3) F9 (0 - 0,3)
F10 (0 - 0,3) L2 700 0,3 1,5 900 L2C1 F1 (0,3 - 1,5) 10/10 2/2 yes
F2 (0,3 - 1,5) F3 (0,3 - 1,3)
F22 (0,3 - 1,5) F25 (0,3 - 1,5)
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Volume calculation Sampling strategy ComplianceBatch identifier Earthwork surface area (m²)
Upper level of excavation below surface (m-ns)
Lower level of excavation below surface (m-ns)
Lot volume (m³)
Name of composite sample
List of elementary samples (m-ns)
# elementary samples made / # required by
GRGT
# composite samples made / # required by
GRGT
CWEA
L2C2 F4 (0,3 - 1,3) F5 (0,3 - 1,5) F6 (0,3 - 1,5)
F23 (0,3 - 1,5) F24 (0,3 - 1,5)
L3 700 1,5 2,6 500 L3C1 F1 (1,5-2,6) 8/8 1/1 yes F2 (1,5-2,6) F5 (1,5-2,3) F6 (1,5-2,3) F22 (1,5-2,6) F23 (1,5-2,3) F24 (1,5-2,3) F25 (1,5-2,6)
TOTAL : 3.000 34 6
Soil Quality Report (original site) - Campus International du Shape15/27
006-R01
4 Interpretation of results
4.1 Comparison of chemical analyses with recovery criteria
A comparison of t h e analysis results with the valuation criteria is provided in Appendix 3. The laboratory certificates are attached in Appendix 2.
Batch 1 is incompatible with use types I to II because it contains too many PAHs.
Lots 2 and 3 are compatible with all types of use.
4.2 Asbestos
Not applicable
4.3 Invasive plants
No invasive plant species were observed in the areas investigated.
Soil Quality Report (original site) - Campus International du Shape 16/27
5 Conclusions
5.1 Land quality
Table 15: Summary of batch quality
Batch identifie r
Volume (m³)
Typology Pre-treatment already carried out?
Invasive plants
Asbestos Remarks
L1 1.600 Sand with masonry rubble, a few bricks and roots
L2 900 Sand with masonry rubble, bricks and stones
L3 500 Sand - - - -
5.2 Land use
Table 16: Summary of operational conclusions
Batch identifier
Volume (m³)
General characteristics of the lot Type(s) of use(s) compatible with recovery
Uses in accordance with art.15
Is (pre-)treatment necessary?
Walterre* code
L1 1.600 Sand with masonry rubble, a few bricks and roots
III - V I, II, IV (art. 15) No 13
L2 900 Sand with masonry rubble, bricks and stones
I - V I, II, IV (art. 15) No 11
L3 500 Sand I - V I, II, IV (art. 15) No 11
*Walterre coding is explained in point 5.4.
The land sorting plan, showing the location and geometry of the lots defined above, as well as their quality, is shown in Plan 1.
It is the responsibility of the project o w n e r to communicate this plan and the operational conclusions to any subcontractors in order to guarantee proper soil management during the earthworks.
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5.3 Walterre code
The Walterre code summarises the types of use compatible for each batch of land and the procedure applicable. The code consists of 2 mandatory numbers (ab) and a maximum of 3 optional suffixes. In practical terms, the code is of the ab_(air) type, including :
- The first number (a) indicates the applicable procedure
- The second number (b) indicates the compatible use on the receiving site
- The suffixes a, i and r are used to indicate that there are specific conditions of use relating to asbestos, native species or restrictions on the use of art 15.
Obligation f o r a land quality report (a = 1) a b Type of compatible use Suffix (if applicable)
0 Unknown 1 Type of use I 🡪 V + Public roads 2 Type of use II 🡪 V + Public roads 3 Type of use III 🡪 V + Public roads 4 Type of use IV 🡪 V + Public roads 5 Type of use V + Public roads
9 To be treated a (asbestos) i (invasive species) r
(art 15)
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6 Appendices and plans
List of Annexes Appendix 1 Sampling report
Appendix 2 Analysis certificates
Appendix 3 Comparison of analysis results with valuation criteria
Appendix 4 Photographic report
List of plans
a) Land sorting plan - Lot1
b) Land sorting plan - Lot 2
Plan 1
c) Land sorting plan - Lot 3
Plan 2 Future situation
Plan 3 Data from the BDES
List of digital appendices Analysis certificates in XML format
Soil sorting plan in PDF format
Tables comparing analysis results with valuation criteria in XLSX format
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Appendix 1: Sampling report
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Appendix 2: Certificates of analysis
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Appendix 3: Comparison of analysis results with the criteria of valuation
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Appendix 4: Photographic report
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Plan 1a: Soil sorting plan - Lot 1
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Plan 1b: Soil sorting plan - Lot 2
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Plan 1c: Soil sorting plan - Lot 3
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Plan 2: Future situation
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Plan 3: Data in the BDES
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