ML20127B741
| ML20127B741 | |
| Person / Time | |
|---|---|
| Site: | Waterford  |
| Issue date: | 10/14/1975 |
| From: | Temchin M EBASCO SERVICES, INC. |
| To: | |
| Shared Package | |
| ML17198A241 | List:
|
| References | |
| FOIA-84-455 QCIP-2, NUDOCS 8506220044 | |
| Download: ML20127B741 (26) | |
Text
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l EBASCO StnVICES 1;;ConrMATED $
+* . WATERFORD STC/d! CLECTRIC STATION - UNIT NO 3 PHOCEDURC FOR:
, SOILS CONTROL PROOUDUKE lclanR:-
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_QcIp.2 N
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. ISSUE Sb6tARY 3'8 .
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[ Tssur/DATC PRIDARCD . APPROVED RCfARRS A/ Draft y
u / . 9/17/75 A
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' $ a. %xa J. 0.. Booth 5
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$ 9/30/75 - *
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10/14/75 M. Teachin h0 Y'&-
J. O. Booth -
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i 8506220044 FOIA 050222 PDR PDR cARDE84-455 .
T FH m N OF INFOhkaasON ACT MEQUEST
, FORH NO, t l (12 12 7/,) g,gg qws
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. EIKSC3 SEMICCS INCORNRAT1;D . .Yo. QCIP42 s s .
,9 ISSUE: n . UATEnrORD STEet ELECTRIC S"'ATION - UNIT NO 31' PACE: 1 OF 7 l l
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1.0 PtmPOSE ,
s This procedure edelines 'a means to verify and record cotapliance Uith applicable drawings; specifications, procedures, codes, reguC:cory require- s ments, dnd documented instructions relatzng to n, oils inspection at the -
- const.d
- ction site. .y 2.0 SCOPE ,
The scope' ofI the prr;eedure applies to 'ssfaty-relate ' items and services 1 ! involving excavat'on 'und backfill operations. Any activities relating to all soild materials '(sands, silts, clay,s) and 'o all rock materials, l k" ,
ot icomLin$ttons thereCf, ne included herein,1.h<tre applicable.
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w The adis control .tetivities will be performed in the ' excavated areas, "i -borrow-stockpila areas, sche plant backfill and earth structure backfill
- areas. In-place 15spection's andc 'asts as well as laboratory tests and h 'aAslyses will bE performed as a combined program for control of inte- '
g grated activities tos all areas.. , * '
o L g 3.0 REFERENCES S ,
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- re 3.1 Ebasco Services Incorprated, S 's,, Ebasco Specificat.16n~i
- Excavatio': and Backfill, . , .
w Sefwscs11y Designed Ci.ttgory 1 Structures, y Projici identification Nu. ~
S LC3 364.48,7, -
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4' . 0 ' DEFINITIONS i t h^h, I.
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- 5. gRESPONSIBILITIES
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. w The Seniot Quality Control Suptryisor with techsiicai~assisrance froa the
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., Site Soils Engineer is respons!.ble for perfotrains the following'
- / jobsite> quality control activities:
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3.1.1 Performis's 'all soils inspctionAand' soils laboratory
t operatiois. -
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< ( 5.1.2 Enforcing quality control documentation eequirements l i t l
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- Y and preparing the quality control records required i
by this procedur.a.
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fC. ICIP-2 g 2:s t: 1 l . n. w z: s- ex - . 1C s x:::x - tz:: :o 2 6 :: : c:
1 5.2 te Si:e 5:ils I:gineer, repertier :: :re Serier lesider: I:gizeer a:d l emerdi:A::rg vi:= : e seei - Cu!ity C:::::15 perns::. a:d/:: tre Laad Cr;ali:7 C:::::1 Irgizeer (Civi'), s:.all ad=1:is:e : e seils c==:::1 dis:1plize. Be si.all be a qualified s:ils erg reer v c is
'muiliar vi:= ::e desig: i ter: a:4 small be resp: si:'a f:: *re .
foll=wieg:
5.2.1 Maistai
lia'se: with sta supervisi g seils I ginee: ef
- te Itases 5:me Cffice 1: c da :s a rcre ::a: field operatice.s yield ::e desig: 1 test.
3
.- 5.2.2 consult with the Se:ia lasider: r_:si=eer, Field imperi e:de: s g med C :::act.rs is p = vide *-H eal assista :c, i= a:::rdas:e si .
wits :ta specifica:i==, i= establis11=g field =e.i:ds a:d E coes::uctie: proced:res f: spe:ificatics ::mp1'a-ee. _
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- 5.2.3 Prepare a ses:hly reper: :: the ;cf:: mas:e =f verk.
35 5.2.4 The Site Scils Irgiseer stall have te a :h :1:7 :
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devia:e a:4 qualify specificatie:s v:en is his :*--*-=1
, opi3tge , .34 specifica ism, vt11 =e: yield ::e requirad h
u results (design is:er:) is a cer ais sitza:1:c. Es sla!!
1: this case, establish deta' led writte: d:c.mer:arie: ef g
the deviati: c:cr== ered a:d :ta ear:2 wark perf :ned ::
g a freciffra*' ^ slificatie n a CC-1!OfA::a:ted)
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7- 5.3 A Quality C::::=f Civil 5:perriser, reper:1:3 := a laad Q ality
$ Control I gizec (Civil) vill receive :=*=1 assista:ce f::a E
the Site Scils Ingimec as required a:4 stall be resp::sible ,
for s=pervisic= cf sails inspe::c (s) wtc shall perf::s isspec:i s to verify a satisfa::: 7 quality level as defi=ed i= appli:stle .
, W-ts . Se shall also be respcesible f r S:perisi:g and o d* recti =g :te 5:11s Labera:::y a:d ciserving Field,Testi g as I u, ,,11 ,,
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@ 5.3.1 Assuring tha: asts, certificati::s and examisati==s se are accacylished is ac:: da=ce vitt the applicatie
" desig drari gs, specificarices a d any c:he g:verzi:3 E'
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$ 5.3.2 Accepti=g er rejecti=g w:k tests is ace da::e vi:t the g .- specificarices a:d proced:res a:d docume: iss same, i:-
cladi:s preparatice of Statistical m1ysis af e - ed backfill unsre .. .ided f=r by :24 specifica ice.s.
5.4 Civil Quality control isspecter (s)', reporrias :s :te Qsality Control Civil Sepervisor, are responsible for the f=11se-4:
5.4.1 performing inspec:*mes of work .ad vi: messing er performi_g soil tests 1 the wrk areas.
5.4.2 Pr= vide :ta .assistaxa d=ri=g :ta perfeema=ce cf seils labora:nry cperatices.
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FosM N3. E _2 (12-12-74)
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. i i I ., EllASCO SERVICES INCORIVRATED . NO. QCIP-2 B I ISSUE. . WATERFORD STEAM EI.CCTRIC STATION - UNIT NO 3 L' ACE: 3 OF 7 4
5.4.3 Preparing documentation of all operations requiring specific reports and/or ~ form completion, and submitting same to the Quality Control Civil Supervisor for review and further action as r,equired. s 6.0 PROCEDURE 6.1 Borrow and/or Stockpile Areas 6'.1.1 Perform visual inspection to assure that all ar as
! are cleaned of all undesirable material such as trees,,
E roots, vegetation, muck and silt in accordance with
. 1 specification LOU 1564 .482 and document results on g form QC- 93.
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'S 6.1.2 Make daily inspections during active periods and E monthly inspection during inactive periods to verify I that proper area drainage is being maintained and g- . record results on fora QC- 93 .
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g- 6.1.3 Inspect, sample and test all class A borrow materials .
j u to determine compliance of grad'acion and moisture -
1 a: content with the specifications and record the results i S on form QC-93.
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d 6'.1.4 Monitor loading of backfill material to ' insure that -
only materials which meet the specifications are
{ taken from borrow areas or stockpiles to backfill
@ areas.
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Ei 6.2 Test Fills ,
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8 Test fills will be constructed for the purpose of determining y the optisna constpaction technique to achieve the design conditions.
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. Test fills shall be conducted, inspected and tested as required by the specifications and the general requirements of this
! 5 Soils Inspection Procedure.
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o The Site Soils Engineer *shall, observe, document and coordinate g the technical aspects of the following operations when required by'the specifications:
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6.2.1. Surveying and layout
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(r.2.2 Excavation
- 6.2.3 Backfill ,
6.2.4 Compaction, including equipment performance and operational characteris, tics.
6.2.5 Field density tests 6.2.6 Trench' inspection *
"D" 6.2.7 Mapping - - -
rm:se m e .9 (12-12-74) l
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. EIMCO SERVICES INCORNRATED . NO. QCIP-2 l ISSUE: B . WATEnr0RD STEN! ELECTRIC STATION - UNIT NO 3 PAGE: 4 or 7 4 ,
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'6.2.8 Laboratory Tests *
' 6.2.9 He shall act as a liaison with the Supervising Soils s
- Engineer and the Senior Resident Engineer concerning j the progress of the test fill and obtaining the re-quired approvals for any design changes.
i 6.2.10 He shall be responsible for the maintenance of formal
! records'of all operations and observations as required i ! by the specification and any approved changes thereto.,
so k 6.3 Excavated or Stripoed Areas .
h 6.3.1 Prior to star't of backfill operations, excavated or ,s, tripped
!"i areas shall be inspected to assure proper drainage and 8* a sound base and for conformance to the specified re-h quirements. and the resvits recorded on Form QC-93.
6.3.1.1 Material that exceeds the permissable moisture content may be dried by specified means or ,
removed and replaced with new fill'. Reworked' .
fill. material shall be tested for moisture
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content and the results recorded on Form QC-89.
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6.3.1.2 After satisfaction of all specified prerequisites, proof compaction of the final excavated grade may f
h begin if required. After proof compaction, the g area,shall be tested in accordance with the specifications. If rework is required, ratesting ,
! shall be performed and the results recorded on Form QC-93. Documented release will be given 8 on Fora QC-132 after satisfactory completion of
%: . required te,sts, for the fill operation to begin.
lill t* 6.4 Soils Fill Operations -
E i;, . All soils placements, inspection and testing operations shall be
$- conducted in accordance with the drawings and specifications.
. $* Inspections results shall be recorded on Form QC-93 and shall include l @ -
at least the following requirements:
6.4.1 The proper class of fill required for use shall be de-N.
termined from the design documents and verification re-
. corded from inspection and test data in order to verify that material to be p' laced confor'asi to these require-meats. ', ,
6.4N Naterial to be compacted shall be spread and levelled in
! smooth layers. The following items shall be monitored 4 . .
for conformity to the specifications and recorded on form QC-93.
4
. 6.4.2.1 Proper gradation of material
! 6.4.2.2 Thickness of layers M
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_ roi:Ti no. E-2 02-12-74)
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!. I3t.SCO SERVICIS INCORP.r.u.In . 'sc. QC!?-:
l!Sure 5 l .ttA;In:R3,s,.;xt_,r.r:3I0 s;A- ;:: . t r ; g_3 pact: 3 e7 7-i A ~
6.4.1.3 Limits c e erning debris.
6.4.2.4 Meisture tests cc the caterial af:er deposi and where required, acisture adjustmen: er repla:eze:: cf ma:erial.
6.4.2.5 ;eather conditions during pla:e:en: cf fill, for conformance to specified limitatices.
6.4.3 Ceepaction equipment shan be suitable fer the in:==ded verk. -
6.4.4 Compactica equipment usage shall be inspected for the felleving:
e*~ 6.4.4.1 Proper speed during the compaction cperatien 6.4.4.2 Tibration cycle for vibrati=g cespectice equipmen:
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.S 6.4.4.3 Prescribed number of passes ; r : -::r-. ;-
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sea n areas.in:which it i's notipossible- to conose:.with large
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i rg 6.4.5 scale mobile ecepaction equipment shall be soci ored for r
~. E conformity to'-specified requirements such as.nariasm size cf ,
- - contained asturial. proper ~ type of. compaction. equipment,
~. integrality with adjacent fill', proper'lif t thickness and .
_r[ mint == ccupactien~ .~requirementsv..The results ab11- he recc ded
- et- 11: ::e ts..:t re::::s. :: ?:-- %-
3 on Fers QC-93.
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_ 6.4.6 Where anised'.b the specifitations ,; M * =1- fill. lif t. data. . . . : i.
.c v any be reviewed similar.co test. fill data.for arrival.at .. . .
I the best combinatico-of. equipment types,t speed of travel and -
"% a number of passes fer attainment.of the required-in-place decsities.
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6.4.7 An tests made in the" backfill area shall be randealy located
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- My within the area to be tested.hy selection of points on a grid !
- .g system st=ftar to the Typical 100 ft. crid systes for Tes locarices, j
, , ,: Figure 4.1 attached hereto. Grid coordinates shall be prefaced by <
t g- the elevation +10 ft: "10 + D7 = 35N, ACE." Ebere "3" is the H -
East-West Coordinate "7" is the North-Scuth Cocrdinata, "3fN" is a the offset to the North in feet from pois: to the test locati-and '40W" is the offset to the west in feet from point 37 to the i h
y g test location. (see sample location). Test locations shall be selected at randos without the prejudice of visual cheervati:r.s i
-g of the backfin area. Other test location designaticus any be ,
.' g , established in accordance with prevai'ine specifications er ,
approved procedures. All test locations shall be selected by
[ . . 4-----W= personnel under the direction of the Quality Control Civil Supervisor.' The Site Soils Zagineer will provide technical -
assistance as required. , ,
y 'of 'teses' pertainshe~ to enci.classr lef. asterial'ahat t 6.4.8 %_ .- ,
be as delibested Y,n'the specificatiets and test resultvihmt1-
~
he recorded on the~ appropriate QC forms semples attached in- - >
Sectica 7.2. .
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.. !. E1ASCO SERVICIS 1!:00F#.;xA r; . M. cen. l I
I 15502: i . MATIETOC S***.*21 E*.IC~IIC STAT 10't 1:N'T !c 3 PA I. 6CT -
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9l 6.4.9 Cc 2::ed layers shall be tes:ed is a::crdance vi:h s;ecified
- & aseters and pertinent t.s
- fill data. Any =aterial vei.h fails := nee: the specified mini =a density shall be either recompacted c replaced "- ~5e s;e:ified require ents are met. Tes: res:1.s shall be rec::ded c= the a;;;c;;iate CC f:::s -
sas;1es a:: ached in Sectie 7.1.
l 6.4.10 Tes: equipsest for in-place density tes:i=g shall be as ret:1:ed by standards ref ererced in the specificatie:s. Meisture indica ::
equipse : used sha?! be in at:crdas e with prevailing s;<:ifica:1.. s and standards.
si g 6.4.11 Samples fica i=-place de=sity tests shall be see: :s the laterat:ry, for verificati:= cf scisture 1: dica:10:s a=4 for sieve a alysis and E. procter tests, a: the specified frequency for each class cf fill.
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m' 6.4.11 Relative dessi:y criteria, m*r:m density dese:v.1:a: ices and e .
> statistical analyses vill be perfersed in accordasee with specified 5 recuirements. Cerrelatic=s and statistical analyses s'm!! he g . prepared by the 51:e Scils E=gineer.
j 6.5 Recerds and Reverts u
g 6.5.1 The Qaality Ce=trel Civil supe:rs,ser shall reviev re ::ds relative g to scils ec=:rol fer acceptability.
3 .
g 6.5.1 The site scils I:gineer shall prepara a sen:hly report coveri s g earthverk c;eratie:s. , ,
o a 6.6 seils labcraterv -
z E la general, the ic11=ving f=netiens are perfer=ed by the scils laberatery U staff ceder the directie cf the Qaality Centr:1 Civil Sc;erviser.
.8
$ 6.6.1 Testing materials to be used as backfills to deter:fse their p suitability; saterials are sas;1ed free all berrev areas such as
, stockpiles and excavated areas and see *-=1 m-atysis a:4 cespa::ic=
- a. tests perferned :: date: sine the sciature-fansity relatie* ships with g respect.to the specified standards.
.C g 6.6.2 Performing mechanical analysis, tests (incisdi=g noisture ..
content determi=atices) en the asterials from the verk peints g in the borrow and stockpile areas te determine that' suitability for use in the compae:ed backfill.
6.6.3 Testing materials being used as " test fill" to establish the optism number of passes of the compacter to obtain the required density. .
6.6.4 Perfo:mics field density moisture and nochanical asalysis,:ests on asterials from the compacted backfill in ace : dance with the
. epecifications to assure the suitability of the materials a 4 their proper compaction.
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For:t T. r.7 (12-12-71)
. t
's , . EhASCO SERVICES INCORNRATl:D .
B NO. OCII*'.:
ISSUE: . WATERFORD STEA!! EI.EpTRIC STATION - UNIT NO 3., PACE: 7 4 4F 7 I
4 -
.i yI 6.6.5 Performing any additional tests $s requir;d to assurh the adequacy of the tested material as requir'ed by the specifications.
6.6.6 Mainten,ance of records of all field and laboratory tests performed.
7.0 ATTACHMENTS 7.1 Typical 50 ft. Crid System for Te'st Locati*ons - Figure 4.1 7.2 Soila Control Forms:
M' QC-81 Density of Soil in Place - Sand Cone Method 9
QC-83 Density of Soil in Place - Rubber Balloon Method 5.
W
- se i QC-85 Density of Soil in Place - Nuclear-Chicago Cage Method I M 5 ac-s7 t 6or to F Co P eeio= te e- .
E 'i}C-88 Compaction Test (Graph) y -~~~- ~ qc-108 Relative Density Determinations of Cohesionless Soil g . . . ... -
g .
QC-89 Moisture Content. Data Sheet E. .
.! : , ,. QC-90 Speedy Moisture Content Test Data Sheet "h-91' Sieve'knakysig s-QC:106 Mechanical Analysis Graph of Granular Materials QC-107 Amount of Material in Soils' Finer than No. 200 Sieve 8
g 'QC-109 Log'of Laboratory Samples-E.* .
H QC-93 Soils Construction. Inspection Report E* $.QC-kk'0 Specification-QualificationForm E.
S QC-132 Site Soils Engineer - Approval Form g . . ,
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a / a A B C D E . F G TYPICAL.100FT. GRID SYSTEM FOR TEST LOCATIONS FIS,URE M 4.1 7
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nlATERFORD STEAM ELECTRIC STATION 3 j -
1980 - 1165 MW INSTALLATION - UNIT NO. 3 , , , , , , , , , , , , , , , , , , , , , , , , ,
del 451TY OF SOIL IN PLACE - SAND CONE ME1 HOD (In Aeteedence With ASTM 01556) 1 . .
j TWs? LoCATeoes TEST ELEVAttoM )
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wais assi ym s er issy islY W s ." Jew. .v susin savne s et s .A s . , edi fTe,TVTe 1 -
l Form No. QC-41 (9-17 75) ,
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WATErJORD STEA)! E1.ECTRIC STATION -
" " ' " * ' " " " ' " ' " ' ' ' ~
1980 - 1165 M'.J INSTAI.LATION - UNIT NO. 3 DGN5 TTY OF $0:1. II: PLACC - rub [lCR sal.t. CON METHOD __.m-ilue Accordo sce \Yiih AST)102167) .
T EST LOC ATiflH TCST ELEVA YlON TEST DCPTH
- * ~**
&Olb DESCntr* TION
uruir . - - -
81 0 . DESCR,PTICN Q U A N T l1 V 1 laisiel Reeden,s wi,h Appeessus en Test Hele Siter --
- e. Yelume Indieeee, g g,
- k. P,ess,yge en t.Iqvid (some es fe, Cellb. Chesh) . poi,
- e. Sv,ehe,,e weight (some e. ,e, Celib. Cheek) -
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2--Veieme techewto,-Reshe wt*,-Appe,etvT nevrtstrttste snettsti,ese tartsratin neie -- * *"T e ,T-
- 3. Yelume e, Tese Hele. (2) . (1) . se fr
. .. . .. = - - . _ . . . . . - . .
4 Walekt e, Messe Seel Removed ,,em Test Hele *
. 1, s wei,i,, unis v,e Co . , se.,ie 6e,.,e o,,4,,, de,e, ,e 1 ewe ii, uru oni., relm,,. ...i 6 o T wei.h. es ueis.... Co..e . sem,ie . . . . - - - -
7 Meisto,e Centent, W . ts1. g ,s) a 100 , , , E
. - . . . . . . . ... . . . . = . . . . . . . . . . .
. ...u....elc.,e,,el, Rom...,,e1es,ne,.6...g.-. ,, ,s ,,
, et1 o., u. . vei.i , e, sen ,:.m..ed ,,em ,e s. neie, . -44,10,0.e iec ,, fe ,, , ,.
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WATERFORD STEAM ELECTRIC STATICN
- 1980 - 1165 MW INSTA1.1ATION - UNIT NO. 3
. DENSITY OF Soll IN PLACC - NUCLCAR - CHICACO GAUGE METHOD
__ lin Accordonee Work ASTM O2922. MerInod Al wown APP AN ATUS IOCNTIFIC ATOON TEST LOC ATION _
SotL DCSCntPTION
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- WATERFORD STEAM ELECTRIC STATIC::
,_ .,_ .. 1980 - 1165 MW INSTALL \ TION . UNIT NO. 3 g,3 _
COMPACTION TEST l
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$1 EVE ANALYS!$ *
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TCST LOC AYlON TCST CLCV ATION _
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s WAttRTORD STEAM ELECTRIC STATION
. 1980 - 1165 HW l'NSTALLATION - L'N2T No. 3 LOC OF LABORATORY $A.TLES Lab. . Date Date Test j No. Location ,
Sample No. In Tests Required Coepleted Result !
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l QC-109A (9-30-75)
CPASCO r.CRUTCI:S 1:.00';1'0!!AT 't) '
81'rc 11'1 C.'.i t 0': Ol' M .71*1 M T f o : f'1* PO ST 0: __ Fl:0.'t :
UnJECT:
PECIFICATIO;f 17.FERENCEI): SECTION:
DATE: -
EP08tT:
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857RIDUT[0li$ SUPERVISIFC SOTLS EPOR S7T::tiO!!.S EXCR RF.SIDttiT C;;aM ,,
CIVIL QUALITY C0?E'LIA!!CE tNCR ,_,JE*I!OR QUALITY CONTftt)1. SUPV roRH NO. QC-110 (9-17 75) 9 .4 . . to
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s ISASCO SERVICES INCORPORATID WATERFORD SES - WIT No. 3
. SITE S0ILS ENGINELA - APPROVAL TORM L
+ t Date !
Location , l t
Quality Control forms reviwod Approval Rejection '
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l Signature 9
... Comments /Reconnended Action
- Remedial Work Report e
QC Inspectort -
Remedial Action: Accepted Rejected _
, Form No. QC-132 -
Site Sells Engineer 6