ML20137J230
| ML20137J230 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak |
| Issue date: | 07/05/1979 |
| From: | TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML17198A292 | List:
|
| References | |
| FOIA-85-59 QI-QP-11.0-9, NUDOCS 8512020568 | |
| Download: ML20137J230 (6) | |
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TEXAS UTILITIES GENERATING CO.
I IE fA REVISION PAGE
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"CPSES i
QI-QP-11.0-9 1
7-5-79 1 of 5 SOIL PREPARED BY:
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7/f/79 BACKFILL DATE INSPECTION APPROVED BY:j Sh9 F'
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1.0 REFERENCES
1-A Specification 2323-SS-6, " Excavation for Plant Structure" 1-B Specification 2323-SS-8, " Installation of Buried Pipe" 2.0 CENERAL s
FOR ltFOR?iATl01 DNLY 2.1 PURPOSE AND SCOPE G
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This instruction establishes the acceptance criteria utilized by QC Inspectors for inspecting soil backfill placement a pipe bedding to assure compliance with Refere es B.
3.0 INSTRUCTION
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3.1 INSPECTION REQUIREMEN i
3.1.1
._Baekt.11 (General)
Soil Backfill Placement Signature Card completed (Figure 1).
n.
b.
Materini stockpiles constructed to prevent contamination and segregation.
c.
Stockpiles properly identified.
3.1.2 Backfill Around Structures Acceptance criteria for backfill around structures:
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ISSUE TEXAS UrILITIES T
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QI-QP-11.0-9 1
7-5-79 2 of 5 Working surface' free of foreign material.
a.
b.
Backfill placed in horizontal lifts not thicker than' 8" loose.
Material compacted to minimum of 95% maximum dry density.
c.
d.
Gradation requirements maintained.
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Moisture content controlled to obtain required density.
e.
3.1.3 Backfill for Buried Pipe and Electrical Duet Banks Acceptance criteria for backfill around buried pipe:
Trench excavated to required width and depth.
n.
b.
Claystone removed to required depth when encountered.
Working surface free of foreign material.
i c.
d.
Bedding placed horizontal lif ts not thicker than 6" loose.
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Bedding compacted to a minimum of 80% relative density.
e.
f.
Bedding shaped to fit curvature of pipe for a width of at least 60% of pipe diameter.
g.
Backfill placed in horizontal lifts not thicker than 8" loose.
h.
Backfill compacted to a minimum of 95% maximum dry denalty.
- i. Moisture content controlled to obtain r'equired density.
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Pipe spacing maintained during backfill operation.
k.
Necessary identification tape installed prior to completion of operation.
1.
Bedding hank tamped around the cable, cor.duit or duct bank for a minimum distance of 12".
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ISSUE TE/AS UTILITIES H!G CO.
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QI-QP-11.0-9 1
3 f5 7-5-79 3.2 FAILING TESTS Failing tests representing the in-place material will he evaluated on an individual basis by the Civil QC Super-visor / designee.
3.3 DOCUMENTATION The QC Inspector shall verify on the Inspection Report.
(Figure 2) that requirements of this instruction have been met and upon completion submit to the Civil Inspect-ion Supervisor / designee for review, processing and filing in accordance with CPSES requirements for "QA Records".
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G' FIGURE I SOIL BACKFILL PLACEMENT SUCNATURE CARD
- t PRdJECT': CPSES JOB ti0. 35-1195Un!T Page _ of _
DATE:
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1 STRUCTURE:
e Ov) ti The follo.<ing ds:1plines r/ast inspect to verify that req'Jfrements pertalning to their disciplice have been satisfactorily completed or that no requirement of their discipline exts:s before start of backfill operation.
Area Enqinter/ Inspector Date Civil Release tiechanical Release Electrical Release Ceologist Release l-j i.
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