PEG227SITE REFERENCE OFFICIAL DATA / PEG227

PEG227 · SOURCE INTELLIGENCE

Indah Water Intel

Official asset data and historical engineering, with their scope kept clear.

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What does this tell us?

IWK RECORD

One named asset

PEG227 is RSTP GEORGETOWN. The purchased output supplies 15 fields and an official site outline; its two matching map results describe the same asset.

Inspect the IWK fields ↓

KELLER · 2009

Context for the original structures

Seven historical findings describe foundations, raised floors and a retaining wall. They help interpret the site without establishing its present dimensions.

Read the historical findings ↓

STILL UNRESOLVED

The limits matter

The IWK dataset date and land-area unit were not supplied. A verified current surveyed as-built has not been recovered.

See the limits ↓
IWK source record

All 15 original fields, two blanks, and CSV / JSON downloads.

Asset No

PEG227

One named asset in the selected results

Design PE

800000

Source value; effective date not supplied

Population

945692

Source field; measurement basis not supplied

Land Area

146740

Raw value; the source did not display a unit

All source attributes

15 fields · original labels and values

Download CSV

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13 values supplied · 2 blank fields

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Blank fields mean no value was supplied. They are retained as null in JSON and empty cells in CSV. Search changes the view; copy-all and downloads retain every field.

Official map evidence

Selected boundary, screenshot, and original SVG / PDF exports.

The official map evidence

Public STP layer · selected site outline

Selected boundary and source popupThe screenshot captures the selected site outline and the top 11 fields. The complete table below includes all 15 fields, including the four below the popup’s scroll.

This adds an official GIS site outline and asset attributes. Internal tanks and buildings are visible in the aerial backdrop; they were not supplied as dimensioned engineering plans.

Historical engineering · Keller 2009

Seven section-referenced findings, conflicts and source links.

HISTORICAL SOURCE / KELLER 2009

What the Keller paper adds

2009 Keller reprint · inspected 25 October 2026

A separate historical engineering source, surfaced through Scribd. It helps explain the original foundations, elevated floors above SBR 1 & 2, and retaining wall. It adds context for interpreting the roof and wall features; it does not verify their current geometry.

These are historical paper findings, separate from the IWK GIS record above.

Paper section §3 · K01

SBR block dimensions

Six twin reinforced-concrete SBR blocks are described at approximately 90 × 60 × 7 m high. A 25 mm separation is reported.

Limit: The exact joint location/detail is not established here. The separation is not tank-wall thickness; 7 m is structural height, not confirmed water depth.

Paper section §3 · K02

Floors above SBR 1 & 2

SBR 1 & 2 included two additional floors for offices and equipment storage.

Limit: Historical arrangement; present room divisions and use are unverified.

Paper section §3 · K03

Retaining wall

A perimeter reinforced-concrete retaining wall up to 4 m high is described.

Limit: Historical retaining structure, not the current GIS site boundary. Its current height and route are unverified.

Paper section §4.3 · K04

Ground-improvement strategy

VCC addressed garbage fill, CC served heavier structures, and VSC served lighter structures. VCC: vibro concrete columns; CC: cement columns; VSC: vibro stone columns.

Limit: Historical foundation design strategy; current ground conditions and foundation condition are unverified.

Paper section §6 · K05

SBR foundation pairs

VCC: SBR 1–2, 3–4 and 7–8. CC: SBR 5–6, 9–10 and 11–12.

Limit: Historical SBR numbering; no new positioning or fitting to the current drawing.

Paper section §4.2 · K06

Foundation design criteria

Reported SBR foundation loads: 96–126 kPa. Design settlement: less than 75 mm; differential settlement: less than 1:360.

Limit: Historical design criteria, not measurements of present loading or settlement.

Paper section §6 · K07

Testing and settlement

All SBRs were hydrotested. Source-reported maximum settlements ranged from 5–20 mm over a 10-month observation period.

Limit: Historical testing observations, not current plant performance or condition.

Keep the conflicting dimensions visible

Keller 2009 describes twin blocks at approximately 90 × 60 × 7 m. Raju 2010 reports 80 × 60 × 7 m; whether it uses the same grouping or measurement basis is unresolved.

The older 1.2 million ultimate PE and IWK’s Design PE 800000 have different stated bases. Their difference does not prove a capacity change.

No fitting or rescaling of the current drawing follows from these dimensions. A 7 m structural height is not a confirmed operating water depth.

Source S01 · Yee, Chua & Yandamuri, Foundation Works for a Sewage Treatment Plant Using Ground Improvement Methods in Malaysia, 2009; Keller technical-paper reprint 10-65E. Sections are retained for checking each paraphrase. This sheet republishes facts, not the full paper or its figures.

Limits & provenance

How to read the records, source dates, and what remains unverified.

Read the record at its stated scope

Source facts and interpretation limits

01 / CAPACITY FIELDS

Two figures, no operating conclusion

Design PE and Population are separate source fields. Their dates and measurement basis are not supplied. Their difference alone does not establish present overload, treatment performance or compliance.

02 / LAND & CODES

Keep the original units and codes

Land Area is recorded without a displayed unit. Newsource Code TO4, Land Status RL-FLC and EFFS TD DOE B are reproduced verbatim; definitions were not supplied.

03 / ENGINEERING DETAIL

A site reference, with limits

ACTIVATED SLUDGE is a broad process classification. No tank dimensions, reactor count, heights, depths or current as-built details were delivered. The GIS outline has not been verified against a survey.

Source & provenance

This page preserves the purchased record alongside its map evidence. The observation date records when the extract was inspected, not the age of the underlying dataset.

Visit the public IWK Geoportal ↗
Source
IWK Indah Geoportal — purchased Public STP Data
Observed
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Layer
Public STP
Dataset update date
Not supplied
Land Area unit
Not supplied

PEG227 · IWK map evidence

IWK Indah Geoportal view of the selected PEG227 site outline and its attribute popup over an aerial map.