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Document Version: Oct 2022

ECM Submission Guidelines

SUBMISSION REQUIREMENTS –REPORT

1(a).

Cover Page

  1. BCA Project title & Project Reference

  2. Subtitle on detailed scope of works E.g. Demolition works, road works etc.

  3. Cover page to be duly endorsed by QECP.

    SAMPLE COVER PAGE
    SAMPLE COVER PAGE
1(b).

Contact Information List

  1. Contract period – State the start & end date

  2. Contact information of stakeholder listed.

    1. Contractor

    2. Developer/ Owner

    3. QECP

    4. Architect

  3. The following information to be provided for the above:

    1. Name

    2. Company & Company Address ( Provide Unit No. if any)

    3. Contact Number, Fax and Email

  4. This page to be duly endorsed by QECP.

1(c).

Content Page

  1. Brief introduction of the projects

  2. Construction sequence- (e.g. different phases, if any).

  3. Sub-catchment calculation to be included for different storage ponds on site

  4. Design capacity of holding pond and cut-off drain

  5. ECM design calculation for Total Suspended Solids (TSS) yield calculation.- Before & After erosion control

  6. Summary Table- Refer to Slide No. 6 for details to be included.

  7. Inspection, Monitoring, Maintenance and Review plan

1(c) vi.

Summary Table

Summary of Total Runoff & Water Treatment Capacity (For All phases if any)

Phase 1

Area

Total Site Area (ha)

Max Exposed Area (ha)

Total Runoff Vol. (m3)

Storage Tank Vol. (m3)

Cut-off Drain vol. (m3)

Total Storage Vol.(m3)

Water Treatment plant provided (m3/h)

Area 1

0.24

0.12

62.00

33.00

30.00

63.00

10.00

Area xx

xx

xx

xx

xx

xx

xx

xx

Phase xx

Area

Total Site Area (ha)

Max Exposed Area (ha)

Total Runoff Vol. (m3)

Storage Tank Vol. (m3)

Cut-off Drain vol. (m3)

Total Storage Vol.(m3)

Water Treatment plant provided (m3/h)

Area 1

xx

xx

xx

xx

xx

xx

xx

Area xx

xx

xx

xx

xx

xx

xx

xx

1(d).

Appendix

  1. Soil Investigation report. QECPs shall only submit relevant sections of the SI report.

    1. Limited to 4 Boring logs (up to 20m depth) at various location on site

  2. Silty water treatment system catalogue - Limit to 1 page

2(a).

Site Plan

  1. Title block drawing name format: “ECM Site Plan – Location”

  2. Location map of proposed works. - Showing at least two road/street names.

  3. For specific works that are part of a larger project (e.g. MRT/ NSC projects) and spilt into different contracts/parts- An overall master plan showing extent of contract to be included.

  4. For Sub-catchment plans, QECP is to indicate how the silty runoff will be channelled to storage pond.

  5. At least 5 spot levels (in SHD) to indicate the profile terrain of the development site. One level should be near the holding pond.

  6. Drawing scale, general notes, legends & summary table.

  7. Drawings shall be submitted in colour.

  8. To be duly endorsed by QECP.

The Layout View of the CAD drawings recommended to be presented in scale of: 1: 100, 1:500 or 1:1000 Whichever is appropriate

2(a) iii.

Site Plan –Master Plan

2(b).

Cross Sections

  • Cross-sectional details for the key design elements as shown below shall be provided. Please note that this list is not exhaustive and the QECP is to also include any other relevant details.

  • Cross sectional details listed:-

    • Cut off drain, silt fence and hoarding;

    • Silt traps

    • Concrete hump, sand bags

    • Holding pond/Storage tank

  • To be duly endorsed by QECP.

    EXAMPLE CROSS SECTION DETAIL OF PERIMETER CUT OFF DRAIN, SILT FENCE AND HOARDING
    EXAMPLE CROSS SECTION DETAIL OF PERIMETER CUT OFF DRAIN, SILT FENCE AND HOARDING
2(c).

Longitudinal Sections

  • Longitudinal section details should include:

    • Cut off drain flow, Holding pond, treatment plant and connection to public drain

  • To be duly endorsed by QECP.

The Layout View of the CAD drawings recommended to be presented in scale of: 1: 50 or 1:500, whichever is appropriate.

NAMING OF TITLE BLOCK & DRAWINGS

  • If section details are included in the same drawing sheet as Site Plan, section details shall be annotated clearly in the drawing for example “Cross Section A-A”; “Longitudinal Section B-B” etc. The Drawing sheet Title Block shall be labelled as “ ECM Site Plan & Sections – Location”.

  • If section details are in separate drawing sheets, the drawing sheet title block to be labelled clearly as “ECM Cross Section – Location”; “ECM Longitudinal Section Location” etc.

  • For ECM works that are proposed in multiple phases drawn in the same sheet, each phase shall be clearly annotated as follows: “Site Plan (Phase xx) ”, where xx is the phase number. If each phase provided in different drawing sheets, the sheet title block to be labelled as “ ECM Site Plan (Phase xx) – Location”

    Drawing Title Block Name:

    • ECM Site Plan- Location

    • ECM Cross Section A-A – Location

    • ECM Longitudinal Section B-B- Location

NAMING OF SUBMISSION DOCUMENTS

ECM Report -1 PDF File

PDF File Name: “ECM Report –Location”

Drawings –1 PDF File

PDF File Name: “ECM Drawings –Location”

ECM Report & Drawings shall be submitted in a zip-file:

Zip folder name: “ECM –Location”

SITES WITH MULTIPLE CATCHMENTS

  • For sites separated into multiple areas with multiple storage ponds:

    • Sub-catchment plans of each area must be submitted, with arrows clearly indicating the flow of water into each storage pond.

    • Physical hump separating the individual catchments to keep the runoff within each catchment shall be provided.

  • For Submissions involving multiple catchments (e.g. term contract for cable/water pipe/gas pipe maintenance work), the selected catchment in the E-form shall correspond to the location where works commence first .

REVISION TO APPROVED PLAN REQUIREMENTS

The following information shall be provided:

  1. Cover letter to explain why the revision to the approved plan is made, the submission number to which the approval was issued and the approval certificate;

  2. Proposed revised ECM plan with clear indication on the difference before and the revised plan;

  3. Segregation of clean water (completed/unexposed area) and silty water (exposed area/on going area) and discharge outlet shall be indicated on plan;

  4. Updated contact particulars list

  5. Summary table on the following parameters to compare previous and current ECM:

    Summary Table

    Item

    Design Parameters

    Previous Approved ECM

    Current Revised ECM

    a.

    Total Site Area (ha)

    b.

    Exposed Area (ha)

    c.

    Surface Runoff Volume (m3)

    d.

    Total Storage Volume Provided (m3)

    e.

    Storage Pond Sizes (m3)

    f.

    Treatment Plant Capacity (m3/h)

ECM SITE AUDIT INSPECTION CHECKLIST

  • The ECM Site audit inspection form shall be submitted within 2 weeks upon site audit by QECP and builder to the address or via email: pub_cwenf@pub.gov.sg

  • To include photos & site plan