ML18017A543

Tech Procedure TP-02,Revision 11,re Soil Control Program, Fill & Backfill for Plant Grade,Plant Bldg & Reservoir Concrete Structures

ML18017A543
Person / Time
Site:	Harris
Issue date:	06/28/1979
From:	CAROLINA POWER & LIGHT CO.
To:
Shared Package
ML18017A542	List: ML18017A541 ML18017A543
References
PROC-790628-01, NUDOCS 7907030500
Download: ML18017A543 (40)

Text

F0RM NO, l7i, 8A

.CONSTRUCTION PROCEDURES MANUAL TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCRIPTION BACKFILL FOR PLANT GRADE PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Procedure No Date TP-02

~Ae A roved Revision Page 2

of j 3 CAROL R

LIGHT. COMPANY SH N

S POWER PLANT C

PROCEDURE TP-02 W~

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Rev.

Description General Revisions as Noted.

Revised as noted.

Revised as Noted.

Revised as Noted.

Revised Exhibit 13.

Originator Constructor CP&L Originator Constructor CP&L Originator Constructor CP&L Originator Constructor CP&L Originator Constructor CP&L Approvafs vaovoeOS~<

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FORM KO.

P78-/'ONSTRUCTS"5 PROCEDURES HAAMUAL SHNPP TECHNI~A'ROCEDURE SOIL CONTROL PROGKQ1 FILL AND DESCRIPTION BACKFILL FOR PLANT GRADE, PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES PROCEDUR'";.

"DO.

0!A~E P~

As A

roved REVISION 11 PAG" 3

OF 13 CAROLINA PO R

L T COHPANY SHEARON CLEAR TQR PLANT kAL QOEh URE REVIEWED AND APPROVED BY EBC.SCO

SERVICES, INC.,

FOR CONFOR,"ANC TO THE REOt.'IREHEL'TS OF PARAGRAPH CA-3310 OF ARTICLE CA-3300 OF AS'.LIE/ACI 359, SECTION III DIV. 2, WINTFR I975 ADDENDA.

REV.

10 DESCRIPTION Adopted New Title and Authorization Sheet.

Revised Exhibit 3.

ORIGINATOR CONSTRUCTOR ESC Q.A.

CPGL DES. END.

APPROVALS v

DATE Revised as Noted.

ORIGINATOR CONSTRUCTOR Ee:C Q.A.

CPGL D=S. ENG.

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OR IGINATOR COMSTRUCTOR E 6 C Q.A.

CPBL DES. ENQ.

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FORM NO. I778 8 CONSTRUCTION PROCEDURES MANUAL SHNPP.

TECHNICAL PROCEDURE SOIL CONTROL PROGRAM - FILL AND BACKFILL FOR PLANT GRADE, PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Procedure ko.

TP-02 Revision Dere As A roved 13 Pege 4

of 1.0 SCOPE The purpose of this procedure is to define and establish the methods, standards and documentation procedures used to ensure the fill operations are performed in accordance with the design requirements and specifications and to establish the responsibility for imple-menting this Soils Control Program.

This procedure covers filland backfill for the general plant area, plant area buildings, and reservoir concrete structures.

2.0 REFERENCES

2.1 Ebasco Specification CAR-SH-CH-8, "Excavation and Backfill" 2.2 PSAR 2.3 TP-01, Test Fill Program Random Fill, Random Rockfill, and Rockfill 2.4 TP-04, Calibration of Controlled Tools 2.5 TP-14, Training and Qualification of Civil Construction Inspec-tion Personnel 2.6 TP-11, Gradation Analysis of Riprap 2.7 TP-17, Construction Inspection Non-Conformance Control 2.8 Ebasco Specification CAR-SH-CH-4, Embankments, Dams, Dikes and Channels R8 3.0 GENERAL 3.1 Responsibility 1.

The testing of all compacted filland fillmaterial shall be the responsibility of the Construction Inspection Supervisor or qualified personnel.

2.

All inspections and tests shall be performed as required and in accordance with References 2.1 and 2.2, and as required herein unless directed otherwise by Ebasco

Services, Inc.

Required inspection and test results shall be transmitted to QA after completion, for permanent records.

ls FORM NO. 17788 COIlt'STRUCTION PROCEDURES MANUAL TECHNICAL PROCEDURE SOIL CONTROL PROGRAI1 FILL AND DESCRIPTION BACKFILL FOR PLANT GRADE PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Pfocefftir~ No, Revision Dese As Approved Pege 5

of 13 3.

The forms used for test and inspection results shall be developed prior to the start of work.

Samples of the forms to be used may be found in Section 5.0.

4.

QA shall review all documentation submitted and develop the QA record file.

5.

Before starting work all cognizant personnel shall familiar-ize themselves with the requirements of the referenced documents of this procedure, and shall meet requirements of Reference 2.5.

3.2 Inspection and testing as required by this procedure shall be documented in sufficient detail to provide adequate records to permit a thorough review of the quality and adequacy of the work. All test results and inspection reports shall be recorded and transmitted to QA as illustrated in the attached Documentation Flow Chart (Appendix A).

3.3 The format of the forms to be used for collection of test data shall contain the tool identification number when calibrated equipment is to be used.

4.0 PROCEDURE 4.1 Construction re uirements for placement of backfill and fill

'material for the plant area, plant building, and reservoir structures shall be as specified in Reference 2.1 and 2.2 of this procedure.

1.

FRE<NUENCY of soil random fillshall tests as required for placement of be as follows:

1.

Random fillplacement shall be in accordance with requirements established during the test fillprogram of Reference 2.3 of this procedure.

2.

An inspector shall monitor the placement of random filland maintain an accurate account of the compaction to assure the method used complies with the criteria

FORM NO. I778 8 CONSTRUCTION PROCEDURES MANUAL SHNPP Procedure No.

TP-02 Revision Dere As Approved TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCRIPTION BACKFILL FOR PLANT GRADE PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Pege 6

of 13 established during the test fillprogram.

3.

Moisture content checks (Exhibit 3) shall be performed periodically each day as necessary to ensure that moisture content of the random fillduring compaction is within the limits established during the test fillprogram.

4.

A daily inspection report (Exhibit 1) shall be completed by the, inspector to verify compliance with or identify deviation from the requirements established during the test fillprogram.

The report shall also contain descriptive information pertaining to material

types, placement and compaction procedures, and field control used if other than test fillcriteria.

5.

The test fillprogram shall be continued as necessary to assure the established method of placement and compaction will result in satisfactory density in case of material change.

2.

~FRE UENCY of soil test as required for material placement (including random fill)when a test fillprogram is not used shall be as follows:

l.

Optimum moisture density data shall b'e determined in accordance with ASTM D-698 prior to the start of the filloperation and shall be checked for approximately each 25,000 cubic yards placed or as requiied by changes in material or sources of material.

2.

Relative density data shall be determined in accordance with ASTM D-2049 prior to the start of the fill operation and shall be checked for approximately each 25,000 cubic yards placed or as required by changes in material or sources of material.

s FORM NO. I??BB CONSTRUCTION PROCEDURES MANUAL TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCRIPTION BACKFILL FOR PLANT GRADE PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Procedure No.

TP-02 Revision Page Pate As A roved of 3.

The field density control tests shall be performed in accordance with ASTH D-1556, D-2167, or D-2937.

The moisture and, density of the field compacted fill material shall be determined at the following frequency:

1.

In large work areas (more than 20,000 square feet), where machine operation and compaction is performed, at least one test (water content and density) shall be made for each 1,000 cubic yards placed.

2.

In small work areas (less than 20,000 square feet) where machine operation and compaction is performed, at least one test shall be made for each 500 cubic yards of, fill.

3.

In smaller manually compacted areas',

at least one test shall be made for every 250 cubic yards placed.

4.

For pipe trench backfill a test shall be completed at least every 100 linear feet of trench.

5.

A test shall also be completed at least once for each working shift or whenever an area is in doubt.

4.

Moisture contents as required by tests described in Sections 4.1.1.3 and 4.1.2.3 above may be determined by the use of a speedy moisture meter, microwave, field stove or other suitable rapid methods.

An initial comparison relationship for the rapid moisture determination method shall be established with ASTH D-2216 and periodically checked.

5.

Moisture content of materials from the borrow or stockpile area to be used as fillshall be determined by ASTH D-2216 or D-3017 (nuclear gauge).

If D-3017

FORM NO. I778 B CONSTRUCTION PROCEDURES MANUAL SHNPP Procedure No.

TP-02.

peso As A roved TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCRIPTION BACKFILL FOR PLANT GRADEs PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Revision

>>Qe is used, calibration tests shall be performed as required by reference 2.1.

Rapid methods may be used for moisture content determination if calibration tests are performed with ASTM D-2216 as described in paragraph

10. 5 of reference 2.8 and paragraph 4.2.3 of this procedure.

1.

Limits of deviation from the calibration curves (paragraph 4.2.7) based on 90% confidence level shall be applied to reduce the moisture tolerance of field tested material to assure material is within'the tolerance specified in reference 2.1 paragraph 10.5.

See exhibit 14.

2.

Periodic calibration check tests as required by reference 2.1 paragraph 10.5 shall be reviewed and documented to assure repeatability as determined in 4.1.1.4.1.

See exhibit 15.

3.

Care shall be taken to assure samples taken for rapid method moisture determination are representative of the total quantity of fillto be tested.

6.

Visual description shall be used to compare moisture content and density determination with the maximum density and optimum moisture of the moisture-density relation curves.

However, "one point proctor" checks shall be completed in accordance with ASTH D-698 using a rapid method for moisture determination to verify proper selection of moisture-density relation curves.

1.

Comparison of the "one point proctor" to the selected curve shall be based on limits of deviation with 90% confidence level as determined by tests on similar material.

R8

I FOAM NO. 1778 8 CONSTRUCTION PROCEDURES MANUAL SHNPP TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCRY PTiON BACKFILL FOR PLANT GRADE s PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Procerfvre No.

TP-02.

Revision Pege 9

of Dere As A oroved 13 2.

To verify curve selection for moisture control and density the "one point proctor" frequency shall be at the inspectors discretion.

7. 'ield permeability tests shall be completed in accordance with the Bureau of Reclamation Department of the interior test procedure designation E-19 in the areas and frequencies established in references 2.1 and 2.8.

8.

Visual description where used on field or laboratory reports for the soils will be generally to procedures described in ASTM D-2488.

9.

Inspection of riprap shall be completed daily during placement in accordance with Reference 2.6.

10.

Crushed rock furnished by a quarry shall be tested for gradation requirements in accordance with the QA program developed by that quarry, and testing data shall be regularly submitted to CP&L for documentation.

3.

CONTROL and CORRECTION as required by applicable soil tests and field inspections shall be as follows:

1.

When the density or moisture test indicates that a

fillarea does not meet the specification requirements or a random fillarea does not comply to test fill criteria, the earthwork contractor shall be notified by the soils inspector and the questionable area clearly marked in the fill, if required, so that placement of fillin that area will be suspended until corrective action and further testing is completed.

2.

References 2.1 and 2.2 specify allowable tolerances and absolute minimum values for the various material tests.

R8

/Rs R8 R8

~ FORM NO. I778B CONSTRUCTION PROCEDURES MANUAL Procedure No.

TP-02.

Dere As A roved TECHNICAL PROCEDURE SOIL CONTROL'ROGRAM FILL AND DESCRIPTION BACKFILL FOR PLANT GRADE PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Revision i'cise 10 13 3.

If the density or the moisture content is below the required percentage, the test results shall be considered a failure.

When a failure occurs, either of two courses of action can be followed:

1.

Make one retest in the near vicinity of the failing test.

If the retest

passes, a noncompliance has not occurred and the area shall be accepted.

If the retest fails, the compaction of the area shall be considered a nonconformance.

Note:

The failing test shall then be controlled by allowable tolerance and absolute minimum values.

2.

The area shall be reworked by the contractor, or the fillmaterial shall be taken out and replaced with suitable material, until a passing test is achieved.

The responsible contractor shall correct the deficiency by methods acceptable with the specifications.

4.

The inspector shall monitor the compaction effort performed between density determinations to assure uniform density (e.g.,

equipment, lift thickness, number of passes, roller speed) of material.

Control of moisture content shall be in the fill areas just prior to compaction and moisture content determined after compaction to compute density shall also satisfy moisture content tolerance required by reference 2.1 paragraph 13.2.

6.

If the thickness of any filllayer is more than specified, the area represented by the check shall be considered unacceptable and shall be brought to the proper thickness.

IRs

I FORM NO. I778 B CONSTRUCTION PROCEDURES MANUAL

SHNPP, I

TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCR IPTION BACKFILL FOR PLANT GRADE s PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Procedure No.

TP-02, Revisiors Dere As Aoproved Pege 11 of 7.

If discrepancies are discovered where routine cor-rective action is impossible or delyaed by the contractor, a Nonconformance Report shall be initiated in accordance with the procedure outlined in Reference 2.7.

8.

Field or laboratory tests performed. shall be recorded on the applicable form which shall include a unique test number, location with respect to a well defined grid system and elevation at which the test was performed.

9.

Material samples shall be periodically sent to an independent soils testing lab for a comparison chech with CP&L lab results.

4.2 Control of calibrated equipment shall be as required by Reference 2.4.

R8

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3.

Test molds, constant volume containers and constant weight equipment shall be calibrated prior to initial use in accordance with applicable ASTM standards or other approved procedures.

Recalibration shall be completed if the equipment is suspected to be in error or damage has occured.

Field scales and lab scales shall be calibrated every three months by the North Carolina Department of Agriculture, Division of Weights and Measures, by the calibration laboratory or by site personnel in accordance with approved calibration procedures.

Calibration dates and recalibration due dates shall be labeled on applicable equipment.

Prior to the use of devices for rapid moisture content determination, calibration curves shall be developed for each piece of equipment or method relative to the moisture determined by ASTM D-2216.

The curve shall be developed initially and periodically checked in the field as specified in paragraph 4.1.1.4.2.

R8

FOAM NO. 1778 B CONSTRUCTION PROCEDURES MANUAL Procerfure No.

P-Pete As A roved TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND BACKFILL FOR PLANT GRADE, PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Revision Psge 12 of 13 4.3 S ecial Control for areas where Class I piping and duct bank systems will be placed on fillmaterial shall require additional in-place testing as follows:

1.

In-place density testing shall be completed in previously placed fillduring excavation at 5 feet and 7 1/2 feet below the surface and at the elevation required for setting pipe or duct bank.

This applies to all fill except blasted random rockfill.

Note:

The 12 inch sand cone in accordance with ASTM D-1556 shall be used for ripped material.

2.

The test frequency of tests shall be one for every 75 linear feet of trench approximately along the centerline.

3.

A proctor Curve in accordance with ASTM D-698 (or a "one point proctor" to verify an existing curve) shall be developed for each density test.

4.

A nonconformance report shall be issued and the Area Engineer shall be notified if the in-place density is below 95% standard proctor.

5.

After density testing is completed and prior to placing bedding material, the entire surface area of fillmaterial shall be proof rolled to identify any soft fillmaterial.

6.

~ Proof rolling shall be completed with four passes of a sheeps foot or vibratory roller-under 100% monitoring by a qualified soil inspector.

The Area Engineer shall be notified if any soft areas are identified prior to removal and replacement with suitable material.

5.0 EXHIBITS AND APPENDICES 5.1 Exhibit 5.2 Exhibit 5.3 Exhibit 6/79) 5.4 Exhibit 4/79) 1 Field Inspection Report (Rev. 0-4/79) 2 Moisture Content Determination (Rev. 1-6/79) 3 "Speedy" Moisture Content Determination (Rev.

2-4 Field Density Test Sand Cone Method (Rev. 0-

FORM NO. I778 B

~ CONSTRUCTION PROCEDURES MANUAL SHNPP Procedure No.

TP-02 Date As Ap roved TECHNICAL PROCEDURE SOIL CONTROL PROGRAM FILL AND DESCRIPTION BACKFILL FOR PLANT GRADEs PLANT BUILDING AND RESERVOIR CONCRETE STRUCTURES Revision Page 13 of 5.5 Exhibit 5 Field Density Test Drive Cylinder Method (Rev.

0-4/79) 5.6 Exhibit 6 Field Density Test Rubber Balloon Method (Rev.

0-4/79) 5.7 Exhibit 7

5.8 Exhibit 8

4/79) 5.9 Exhibit 9

4/79)

Compaction Test (Rev. 0-4/79)

Compaction Test Curve (max.

100 lb/ft3) (Rev. 0-Compaction Test Curve (max.

120 lb/ft3) (Rev. 0-5.10 Exhibit 10 Compaction Test Curve (max.

140 lb/ft3) (Rev. 0-4/79) 5.11 Exhibit ll 5.12 Exhibit 12 5.13 Exhibit 13 4.14 Exhibit 14 (Rev. 0-4/79 5.15 Exhibit 15 5.16 Exhibit 16 Relative Density (Rev. 0-4/79)

Sieve Analysis (Rev. 1-6/79)

Field Permeability Test (Rev. 1-5/79)

Rapid Moisture Method ASTM D-2216 Comparison

)

Calibration Curve Check Tests (Rev. 0-4/79)

One-Point Proctor Data Sheet (Rev. 0-6/79) 5.17 Appendix A Documentation Flow Chart (Rev. 0-4/79)

Rev.

U 4

0 C HOLI.'A POWER 5 LIC?(T CO~0"':Y SH '90." ~-'~ZIS !i".'CLEAR PO:iER PL~-'iT FIELD INSPECTION REPORT Date Location Elevation Spec.

No.

Inspector Shift Weather CO."DK?iT I

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1 6/79 CAROLINA POWER

& LIGHT SHEARON HARRIS NUCLEAR POWER PLANT MOISTURE CONTENT DETERMINATION DATE Exhibit 2 TP-02 SAMPLE NUMBER SAMPLE LOCATION SAMPLE ELEVATION DESCRIPTION PRO TO OPTIMUM MOISTURE WT CONT & WET SOIL (g)

CONT & DRY SOIL (g)

WT WATER (g)

WT CONTAINER (g)

WT DRY SOIL (g)

MOISTURE CONTENT (%)

MOISTURE DIFFERENCE

(%)

TOOL. I.D.

NUMBER:

COOL I.DE NUMBER:

Comment Computed By:

Checked By:

Q/A Review:

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Rev.

2 6/'79 Exhibit 3

TP-02 CAROLINA POWER

& LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT MOISTURE CONTENT DETERMINATION "SPEEDY" MOISTURE METER TO SUPPLEMENT FIELD INSPECTION REPORT Date:

Shift:

TEST NO.

LOCATION ELEVATION "SPEEDY" READING PFRCENT OPTIlmM MOISTURE MOISTURE 0/

DIFF.

REMARKS:

TOOL I.D.

NUMBER INSPECTOR:

CHECKED BY:

QA REVIEW:

Re;.

0 4/79 zhilit 4

TF-02 CAROLlNA PO'i EP.

('~ LIGHT COhiPA:lY SHEARON HARRIS Y'.

LEAR POWER PLANT FIELD DENSITY TLST -

SA>>D COiE h>Li'I'.<)i)

ASThi D 1556 Date:

FIELD "'EST NO LOCATION & STATION 0

C3O ELEVATlON COLOP, &

TEXTURE PROCTOR CURVE NO.

hiAX DRY MT OPTINUN NOISTURE 1.

MT FILLED WITH SAND 2.

MT WITH RENAMING SAND 3.

WT SAND USED (1-2) 4.

WT IN CONE & PLATE (Calib Sht) 5.

WT SAND IN HOLE (3-4) 6.

BUL1 DENSITY OF SAhlD (Calib Sht) 7 VOLUhiE OF TEST HOLE (5/6)

M z

Cl M

OK 8.

WT NOIST SOIL & CAN 9

WTOF CA% (N

)

'10.

WT HOIST SOIL ll. WT DENSITY (10/7) 12.

MTMET SOIL

• CONT 13.

WT DRY SOIL & CONT 14.

WT MATER (12-13) 15.

WT OF CONTAINER

) 6.

WT DRY SOIL (13-15) 17.

hiOISTURE CONTENT (14/16)

DRY DENSITY (ll/1.0 + 17)

PERCENT COhiPACTION

(

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Calibrated Equipment Used:

Tool ID Number Tool ID Number REhUQKS INSPECTOR CHECKED QA REVIEW

CAROLINA POWER 6 LIGllT COMPANY SHEARON HARRIS NUCl.EAR POl'ER PLANT FIELD DENSITY-DRIVE CY1.INDER METHOD ASTM D-2937 FIL' TEST liO LOCATlON &

STATION ELEVATION COLOR &

TEXTURE CYLINDER VOLUME PROCTOR CURVE NO.

HAX DRY DENSITY OPTIMUM MOISTURE WT hET SOIL & CONT.

WT DRY SOIL 6. CONT.

WT CONTAINER WT WATER WT DRY SOIL MOISTURE CONTENT %

WT WET SAMPLE & CYL WT CYLINDER WT WET SAMPLE WT DRY SAMPLE DRY DENSITY COMPACTION %

REl lARKS Calibrated Equipment Used:

Tool ID Number Tool ID Number INSPECTOR:

CHECKED:

QA REVIEh'

Rev.

0 4/79 CA NA POWER 4 LIGHT COMPANY SHEARON HARRIS ?il.',.1EAR POWER PLANT FIELD DENSITY RUBBER L'!ILGON MiET110D A 'F1 D-2167 Exhibi t "i.P-O2 FIELD TEST NO.

LOCATION &

STATION ELEVATION COLOR TEXTURE PROCTOR CURVE KO.

MX DRY DENSITY OPTIMUM MOISTURE INITIALVOLQiE FINAL VOLUME VOL%K kIOLE WT LiET SOIL

& CAN WT OF CAN (NO.

)

WT >.'ET SOIL WET DENSITY Mo WT WET SOIL & TARE

'hT DRY SOIL

& TARE WT WATER WT OF TARE 4T DRY SOIL MiOISTURE CONTENT DRY DENSITY COMPACTION Calibrated Equipment Used:

Tool ID Number Tool ID Number MMES Date of Test Inspector Cheeked QA Review

Rev.

0 4/79 CAROLINA !'OWl' 6 LIGllT HAlJS SITE COMPAC'l'ION TEST DATA SllEET Sample Location Sample Elevation Sample No.

Soil Description Da tc,.

Type Test DENSITY Determination Number Wt Mold + Com-acted Soil (Lbs)

Wt Hold (Lbs)

Wt Compacted Soil (Lbs)

Wt Density (Lbs/ft)

Dry Density

'.Lbs/ ft)

MATER CONTENT e termxna tion Number Container No.

Wt Container

+ Wet Soil

(

)

Wt Container

+ Dr Soil

(

)

Wt Container Wt Mater

(

)

Wt Dry Soil

(

)

Water Content 0/

Calibrated Equipment Used:

Tool ID Number Tool ID Number Tool ID Number Inspector Checked Q A Review

Rev O/79 100 C "ROLINA P01 LrR r'. LiC!IT CO.

SIIE'}ROIS HARRIS ~'UCLEAR i 0'is'ER PLAX'I C01'1PACTIOX 1EST E-..h~b~t 8

TP-02 Inspector D'e COPIES TO:

90 85 I

I I

i CUflV';S OF lOO%

/rjVliATjON FOR SP-C.'ilC Gi"rl.},'ITYEQUAL.'O:

80 O

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60 25 50 55 40 45 V.'ATER CONTENTPER CPNT OF Y/EIGHT 50 SS TEST METHOD NO.

OF TEST 11AX.

DRY DE!iSITY PCF OPTI!I"8 i'!OISTURE CQ'.}TE:iT "/

OIL DESCRIPTION OR CLASSIFXCATIO'.}r A.'ID S~'}.'!PLE LOCATION'

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TP-G2 SHEAR llARRIS iXI.'CL.".AR POr':."'R PLi'.',.

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Inspector La lip CO:'PACTIC:; TEST COPIES T Oi DQ tC IIO I

I I iQ CURVE:S GF IOO q>

SATURATIOtl F CR SP CIFIC GRAVITY KQI'A'O.

~2 7v

~2,0 J

/~2.40 g,

95 Lal I

I 5 $ 0 I

K IO I

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20 25

'"Tc 'OleTEliT PEA CLilT OF INEIQIIT C'EST HETHOD MX. DRY NO.

OF TEST OPTI!ii!.'i iiiOISTORE COiiTEiT i'OIL DESCRIPTIOii OR CLASSIFICATION Ai'D S.'IDLE LOCATION.

Rem.

0 4/79 140 U<OLlNA POLI"R ~ I.IGIIT CG.

Exhibit lO TP-02 S:

ARON IIARRIS NUCLL'AR PO':,'I:R PLANT CO.'I. AC l"Iv.", ':

I'.S'!'35 lnspec'.~=

D':c COP!i S TO:

130 125 CURVE~

OF IOO% SATURATION FOR SPEGF'I GRAVITY EQUPl. TG:

120 I

D

~ 115 8

110 I-X 105 100 0

10 15 20 WATER CONTENT-PER CENT OF WEIGHT 25 TEST METHOD NO OF TEST DENSITY PCF OPTII IUII MOISTURE CO%a'TENT SOIL DESCRIPTION OR CLASSIFICATION AND S'~1PLE LOCATION

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AROLINA POtER 8c I I('I'.T COl'lPz'.txY S11EARON HARRIS t(LfCLtuK P04'ER PLANT U/,n D/

TE'xhibit 31 TP-02 Calibrarc2 Equipment Used:

LOCATIO:l:

Tool ID Number Tool ID Number ELEVAT30l:

F!~ALE ';O.:

TESTED PiY:

SOIL DESCRIPTION.

r/i' i>>) ~"w r~ b',1>>

in cin ft.

jn. cia~. r,;1;;;in' c'~ld

~

i,', ji 1,'

iv. I NI iiiU".. DRY DEYS I '1'"

TR I AL u.

0

'ci'l

~ ".lo scil Vi'i' "if. Cr> cenri:y -'r.'B/V (1C/cu ft)

Cfv I

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i-. ~

~ I Cu

'Jl'i DRY Dc.YS I TY ORY TABLE t'ETHOD)

C C

c 6

C O

Left oi 1

Rich: Cial

~ I

+ 'i>>

>>v'ace ojai, initial oial (Average)

eicht oif'.rc ce

~

1'< h:vc+ft volu"e difference. (c.h/:2)xA vclu, e c'.

sc il, V-av

'> lc ol

. s'l (dry) uwl o hR ha h

AV Vi Vi's DRY METHOD QE i QPD 3

Max Ory OenSity = VSIVl Max Dry Gensity

('v"..) (1D/cu. ft.)

Remarks.'NSPECTOR.'HECKED.'A PZVIEt,t

Rev.

1 G/79

CAROLINA POWER 6 LIGHT SIEVE ANALYSIS Exhibi t 12 TP-02 SAWLE NU."SKR LOCATION DESCRIPTION DATE TEST METHOD Sieve No./Siz Weight Retained Percent Retained Percent Passing Specifications Calibrated Equipment Used:

Tool ID Number Calibrated Sieves Used:

Tool ID Number Tool ID Number Tool ID Number Tool ID Number Tool ID Number Tool ID Number Tool ID Number Inspector Checked QA Review

I 1

Rev,,

3, 5/79 Exhibit 13 TP-02 Page 1 of 3 CAROLINA POWER 6 LIGHT SHEARON HARRIS NUCLEAR POWER PLANT FIELD PERMEABILITY TEST TEST NUMBER LOCATION DATE STRATA DEPTH (ft.)

FROM TO OBSERVATION HOLE SOIL CLASSIFICATION I

~

~

1.

DEPTH (ft.) TO WATER TABLE:

2.

DEPTH (ft.) TO GROUND SURFACE 3.

DEPTH (ft.) TO BOTTOM OF WELL:

4.

DEPTH (ft.) TO TOP OF SAND:

5.

DEPTH (ft.) OF SAND (3) "(4 6.

DEPTH (ft.) TO WATER SU ACE

'ELL:

7.

DEPTH (ft.) OF WATER I h=(3) -(6);

8.

DENSITY (pcf)

OF STAND AND 9.

WEIGHT (lb) OF SAND + CONTAINER BEFORE FILLING WELL:

10.

WEIGHT (lb) OF SAND + CONTAINER AFTER FILLING WELL:

11.

WEIGHT (lb)

OF SAND USED (9)-(10):

12.

VOLUME (cu. ft.) OF WELL (11)

-. (8):

13.

RADIUS (ft.) OF WELL r ~12 (5)e TOOL ID COMMENTS:

TESTED BY:

CHECKED BY:

QA REVIEW:

Rev.

1

>/70(

CAROLINA POtiER 6 LIGHT SHEARON HARRIS NUCLEAR POWER PLANT FIELD PERMEABILITY TEST I ~

4

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.Test Number TIME WAVER VOLUME CLOCK

ACCUM, (YiIN.)

DRUM NUMBER READING DIFFERENC READING IFFERENC DRUYi NUYiBER TOTAL ACCUM.

DIFFERENC FLON TEMiPERATURE Tested By:

Checked By:

QA Review:

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6L/'7 0

Ac)pi

Rev.

0 4/79 I)5' Exhibit 35 TP-02 CAROLINA P01KR

& LIGHT CO!1PAKY SHEARON HARRIS NUCLEAR P01'ER PLANT CALIBRATION CURVE CHECK TESTS Rapid Hethod I.D. Number Note:

Record field test number each time device is used and submit identical sample to laboratory for comparison check at required frequency.

1 2

10 hSTH D-2216 21 22 23 24 25 26 27 28 29 30 ASTH D-2216 41 43 44 46 47 61

=- 62 63 67 69 70 ASTH D-2216 13 14 15 16 17 18 19.

20 ASTi~1 D-2216 31 32 33 36 37 38 40 ASTi~1 D-2216 51 52 53 54 55 56 57 58 59 60 ASTH D-2216 71 7')

73 74 75 76 77 78 79 80 AST."!

D-2216 Inspector Checked QA Review Date

V Ci Rev... 0 6i 79 Exhibit 16 TP-02 CAROLINA POWER

& LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT ONE-POINT PROCTOR DATA SHEET Sample No.

Sample Location Sample Elevation Sample Description Date Type Test Densit Wt. Mold & Com acted Soil (lbs.

Wt. Mold lbs.

Wt.

Com acted Soil lbs.

Wet Densit lbs./ft.

Dr Densit (lbs./ft.

Moisture Container No.

W C

i tSil(

Wt ~ Cont Dr Soil

( )

Wt. Conte

( )

Wt. Water

)

Wt. Dr Soil (

Moisture Content

(%

Test Reference No.

Maximum Dry Density (Optimum Moisture)

Calibrated Equipment Used:

Tool ID No.

Tool ID No.

Tool ID No.

Inspector:

Checked By:

QA Review:

Comments:

Laboratory Technician Cognizant Engineer Senior Soil Engineer or Senior Civil Engineer Quality Assurance Field Technician Lines of Documentation Lines of Communication DOCUMENTATION FLOW CHART

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