ML20072B252
| ML20072B252 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 06/01/1983 |
| From: | Harvey S, Leutsch R, Neuville C BECHTEL GROUP, INC. |
| To: | |
| Shared Package | |
| ML20072B245 | List: |
| References | |
| FIC-5.100, NUDOCS 8306130372 | |
| Download: ML20072B252 (19) | |
Text
- - - - - - -
..... :. r.
i
)
FIC-5.100 Rev. 2 6-01-83 QllMlIY RELATED Bechtel Power Corporation UNCONTROLLED Field Instruction NOT TO BE USED FIC-5.100 Q
C FOR CONSTRUCTION Excavation Permit System C
This Supersedes FIC-5.100 dated 6/24/82 C
f' To: All Field Engineers and Superintendents
)
Prepared By:
a[
f DateJT23/e3 n'
g4(
- Staff or Team Lead g
1 Discipline Engineer Review: A. TW Date 3@g3 0
Document Control Review:
- 8. M $_,Jg, Date S-/av/r3
^
PQAE Review:
Date [.2 4 k J PFE Approval:
m, N Date I / M I ?
M 8 Date 2
13
. O Site Manager Approval:
5 4
,' O Consumer Power Company Review and Acceptance:
Project Management Organization 2/V[//!
Date S 7!,93 MPQAD. Am W Jh// Skftphit Datef/zy/f.3 a
i y
[
C D-126-11 8306130372 830602 L,
PDR ADOCK 05000329 A
?-
FIC-5.100 Rev. 2 i
Page 1 1.0 Purpose To provide instructions for the proper application, approval, and use of the Excavation Pemit. The Pemit is intended to prevent disturbance of foundation subgrade for structures, maintain the integrity of compacted backfill, protect existing buried installations, and therefore, the health and safety of personnel, and to provide notification to affected parties of planned work.
2.0 Scope I
The Excavation Pennit as delineated in this Field Instruction is required for all excavations in both Q and Non-Q soil areas.
3.0 References 3.1 Specification 7220-C-211(Q) - Technical Specification for Backfill.
Q-Listed Soils Placement Job 3.2 Instruction FIC - 1.100 Responsibilities Matrix.
)
3.3 Instruction FIG-1.120 '- Administrative Corrections to Procedures / Instructions.
3.4 Project Engineering Procedure - Onsite Geotechnical Sofis PEP 2.14.7 Engineer for Backfill and Laboratory Testing for the Midland Project.
t 3.5 Project Engineering Procedure - Resident Geotechnical Engineer PEP 2.14.8 for Remedial Soils Activities C
for the Midland Project.
3.6 Design Drawings C-45, C-109, C-111, and C-112 - Class I Fill Material Areas 3.7 Procedure FPG-1.000 Field Procedures, Instructions and
. ; Ce.
Administrative Guidelines and l.
Specifications.
, fC Soils Work Permit System 3.8 Procedure FPU-2.000 1I 6
4.0 Definitions l
4.1 Excavation - as used in this Field Instruction, exca-l O
(,
f, FIC - 5.100 1
Rev. 2 Page 2 vation is a general term for removal or displacement of soil by any means, to any final dimensions. Exca-f vations covered by this Field Instruction can be categorized as one of the following three types.
C 4.1.1 Drilled holes - any circular excavation vertically or at an angle into the soil by drilling, driving, or jetting methods.
F 4.1.2 Pile Driving - as used in this Field Instruc-tion is the mechanical insertion of sheetpil-ing or load-bearing piles whether of timber, concrete, steel, or composite construction.
4.1.3 Open Pit Excavations - all other excavations not covered by section 4.1.1 or 4.1.2.
Methods of excavation include power shovel,
. (
draglines, clamshells, hoes, trenching machines, etc.
.)
6 5.0 Responsibility
(.
5.1 The Project Field Engineer is responsible for the direction and implementation of this Instruction.
(
5.2 The Lead Civil Field Engineer (LCFE) is responsible for the following:
C 5.2.1 Maintaining the log and numbering system.
5.2.2 Determining whether additional procedures f G, are required.
l) r 5.2.3 Issuing and distributing the permit applica-l 4 tion only when all appropriate signatures l !
have been obtained.
5.2.4 Maintaining a file of approved permits.
g 5.3 The Area Team Civil Field Engineer will ensure that c
Section 5.4.3 has been adhered to by the originator before signing off the Excavation Permit.
C
)
o D-126-11 O
?
..].. L *., :.:..
......_.~.
?
(
FIC - 5.100 r
Rev. 2 Page 3 l
(-
C 5.4 The originator of the excavation permit is responsible for complying with this Instruction in regard to the following:
g-.
5.4.1 Filling out the Excavation Pemit.
(,
5.4.2 Obtaining proper signatures prior to starting the work.
5.4.3 Processing a procedure / instruction change in accordance with FIG-1.120 when underground utilities for which he is filling out an P.
Excavation Permit is shown on a drawing
~
that is not listed in Attachment 3.
r, 5.5 All work covered by this instruction shall be monitored by the Onsite Geotechnical Soils Engineer.
()
6.0 Method of Processing Permit 6.1 The originator fills in his name, the date, and the C
following on the attached fom:
6.1.1 "Date Work to be Started" - obtained from C
Supervision. This is a forecast only and is dependent upon complete sign-off of the i
Excavation Pemit prior to start of work.
p
6.1.2
" Purpose of Excavation" - the reason for the excavation including drawing references, if applicable, must be stated here.
If the l l (-)
drawings referenced show underground utilities and are not listed in Attachment 3 they should be added to Attachment 3 of this procedure.
,. I, This is to be accomplished by the originator
'G processing a procedure / instruction change sheet in accordance with FIG-1.120. This requirement includes, but is not limited lO to all new designs for underground utilities lt whether issued by Project Engineering or l
the field.
The work item which is to be placed within l
O
\\
D-126-11 g
i,
.....a-
-..-........7.......
f i
)
FIC - 5.100 Rev. 2 e
' Fage 4 i~
the excavation is to be noted on the Excava-tion Permit under this section.
C 6.1.3
" Location and Limits of Excavation" - this description shall give the limits of-excava-C tion in terms of yard coordinates. D'epth shall also be specified. A sketch will be used if a written description cannot be made C
clear. Any structures or known utilities in the proximity of the proposed excavation I
shall be noted. Variations in these limits i
are per section 7.3.
6.1.4
" Method of Excavation" - such as power shovel, C
dragline clamshell, hoe, trenching machine, auger drilling, rotary drilling, jetting, etc.
If sheetpiling or any other method of slope C
control is to be utilized, it should be noted here.
1 m
.}
6.1. 5 "Q-List" - Yes or No. This refers to the
(-
soil. Civil design drawing C-45 should be consulted for limits of Q-listed soil.
If
(;
any portion of.the excavation falls within i
the limits of the Q-listed soil, this will be marked "Yes".
j
~
6.1.6 If the excavation.is a drilled hole, page 2 g
?
of the Permit shall be completed.
4 6.2 The for9 is then routed by the originator for signa-turer oy Opervision, Field Engineering, and the OM 4 G 3 technical Soils Engineer (OGSE). The OGSE r-d'
- W 'in the signature of the Resident Geotechnical e.c.g1ne 42GE) where appropriate.
6.3 As noted on the form, the signatures by Bechtel Super-vision, (i.e. Superintendents) and Bechtel Field
,'O Engineering signify a review of existing undarground installations and appropriate action taken to protect them. Any structures or vtilities which will. te
[Q encountered within the confUes of the excavation or in the proximity of the excavation will be noted and initialed under the " Remarks" section and the appro-g priate drawing numbers noted therein. Any appropriate O
D-126-11 C
4
t t
' l'.
FIC - 5.100 i
o Rev. 2 S
Page 5 action to be taken should be noted under the " Remarks" section also (attach additonal sheets if necess ry).
The list of drawings in Attachment 3 shall be utilized e
by each Discipline Field Engineer in this sign-off process.
"C 6.4 It is the responsibility of the LCFE before he signs to review for tne need of additional procedures.
These may be beyond design requirements. Of particular concern is deep drilled holes by Subcontractors. Also, the LCFE is to ensure that Sections 5.4.3 and 6.1.2 c
concerning updating Attachment 3 have been adhered to by the orginator before signing off the Excavation Permit.
(~
6.5a.
The OGSE (or RGE) reviews the pemit for the possibility of influence of the proposed work on adjacent structures or utilities. He also detemines whether the geotechnical aspects of the proposed action to be taken have been adequately considered.
(
6.5b.
The signoff by the OGSE (or RGE) indicates an awareness of the work and that the review in 6.5a was perfomed.
6.6 The sign-off by CPCo Construction is for verification that the excavation and all work associated with the c
excavation through completion of backfill is within the scope authorized by the NRC at the time of initial sign-off only. Any subsequent changes to the status e,
of NRC authorizations will be controlled by the Work Pemit System.
a
[g 6.7 When the Q-listed section is checked yes, a signature s
l by MPQAD is required. This sign-off indicates an
., f awareness of work and that appropriate plans to provide-i QA/QC coverage will be available.:
g ::,.
3.:.
...;f" -
6.8 After all ' signatures have been obtained, copies must
~i i'g's "
be distributed as noted on the pemit, prior to start of work.
k{
6.9 All excavation and backfill operations are monitored by the OGSE (or RGE) to verify that work is perfomed in
's
. accordance with approved pemit and References 3.1 through
[
3.3.
Field Engineering will verify that the excavation
- g and backfill operations are perfomed 5
i f
D-126-11 O
li '
1 c.
1.
4
\\
i FIC - 5.100 Rev. 2 Page 6 in accordance with the approved Excavation Permit and applicable drawir.gs, specifications and procedures.
For Q-listed soils the FSO Field Engineer will verify the work and for Non Q-listed soils the Area Team r
Field Engineer will verify the work.
7.0 Additional Reouf rements 7.1 The LCFE or his designee shall maintain a log (see Attachment 2), a corresponding pemit file, and unique numbering system for all approved Excavation Pemits.
I 7.2 Structure foundations and exposed utilities shall be protected from the effects of frost while an excava-tion remains open.
(
)
A2 7.3 Yariations in excavation limits and construction methods must be approved by the LCFE and OGSE (or RGE).
Such approvals are documented by the OGSE or RGE's daily v
report and the appropriate project procedure when appli-e cable.
7.4 The OGSE or RGE, LCFE or designee, and MPQAD (Soils) will be notified:
,.L 7.4.1 If during open-pit excavation, an unidenti-fied (not listed in remarks section on O
form) pemanent utility is encountered.
i 7.4.2 If during drilling or pile-driving operations b
any obstruction is encountered.
l Concurrence to proceed or other disposition will be
.O documented on a Field Engineer's report fom, signed by OGSE, LCFE or designee, and MPQAD (SOILS).
7 y-
- G 7.5 If an unaccountable loss of drilling fluid (water, Li-bentonite slurry, revert, etc.) occurs during drilling, i
all work on that hole shall stop and the OGSE (or
- b RGE) and Project Field Engineer are to be notified
}
immediately.
t.C i
3 0-126-11 O
G
I f ')
FIC - 5.100 Rev. 2 Page 7 8.0 Attachments
'~
8.1 Attachment 1 Excavation Permit (Page 1 and 2) 8.2 Attachment 2 Excavation Permit Log C
8.3 Attachment 3 List of Reference Drawings for Underground Utilities (Page 1 - 8)
C 8.4 Flow Diagram MFD - C13 Rev. 0 C
C e.
G C
e
.O I
D-126-11 9.
,..p :..;.
.O e
a G
0 G
FIC - 5.100 Rev.-2 Page 1 EXCAVATION PERMIT Pennit #
(To be completed prior to Start of Work) r Originator:
Date:
Date Work to De Started:
Purpose of Excavation:
Location and Limits of Excavation:
~
~
Method of Excavation:
((
Q-List:
YES NO NOTE: Page 2 of the excavation permit must be completed for drilled holes
(.
only.
Signatures below signify review of existing underground and appropriate
)
( -
action taken to protect existing installation.
Area Team Civil FE Date
(
Chief Surveyor Date Staff Mechanical FE Date Staff Electrical FE Date
(,
Security System FE Date Civil Support Services Supt Date Mechanical Support Services Supt Date I;
Electrical Support Services Supt Date i ( (-
Lead Civil Field Engineer Date
~
l1 Onsite Geotechnical Soils Engineer
}G (or Resident Geotechnical Engineer)
Date l
FSO FE (Q-ONLY)
Date C
Date CPCo Construction MPQAD(ponly)'
Date/
,g 5
g Remarks or Special Instructions:
[C 1I s
t(
l cc: Lead Civil QC Engineer (Q-only)
CPCo Construction WQAD Section Head (Q-only)
Lead Civil Field Engineer
g Onsite Geotechnical Soils Engineer j
(or Resident Geotechnical Engineer) t b
D-126-11
-- -~ -..-. -
. )
FIC-5.100 Rev. 2 Page 2 Excavation Pemit r
(To be completed prior to start of work)
NOTE:
This page must be completed for drilled holes only. See Page 1 for general infomation.
(
Method of Advancing Hole:
. (.
Method of Stabilizing Hole:
)
(
Method of Backfilling the Hole:
,O 6
Time restraints to backfill (or install equipment) after drilling is completed.
C~
i G
Specific steps to be taken if an obstruction is encountered 4
O jO NOTE:
If an unaccountable loss of drilling fluid (water, bentonite slurry, I
revert, etc.) occurs during drilling, all work on that hole shall stop ig and the Onsite Geotechnical Soils Engineer (or Resident Geotechnical Engineer) and Project Field Engineer are to be notified imediately.
A G.
i O
l LG ribus-RR 1
, i ' -
!'.. !.lf
!ii ' i
'lliiii!ii i! i:l :! i' li!i v
IIlIIIIlIIIIIIIIlIIIIIIIlIiIIIiIlII l
2 dd 0
ee 0
t vv n
oi 1
e re 5
m pc 2h pe c
.a Cvt ey I et tp FRA ao DC Il II iI II II Il iI iI lI iI II II iI iI II iI II iIl eso pru P
il iI il II II Ii iI iI l1 iI II Ii iI ii II II iI iIl g
o L
v t
imr r
e yo P
Bt a n
en o
ti i
ag t
Di a
r v
O acx E
ii iI il II II II iI iI ll iI II Il I1 il II lI II i'
ro ta n
i g
i r
O
-z iI iI ii II II II iI iI ll iI Il Ii Il ii II iI II i
no#
itt aivm ar 1
ce 1
xP E
62 1
IlIIIi1IIIIlIIiIllI1Ii1iIlIiIlIIili D
- 4
- i!l
1.._..: -
FIC - 5.100 Rev. 2 List of Reference Drawings For Underground Utilities Multi-Discipline FSK-CY-52, Sheet i l
l FSK-CY-52, Sheet 2 FSK-CY-52, Sheet 3 FSK-CY-52, Sheet 4 FSK-CY-52, Sheet 5 FSK-CY-52, Sheet 6 FSK-CY-250 FSK-CY-251 FSK-CY-252 FSK-CY-253 C
FSK-CY-254 FSK-CY-255 FSK-CY-256 C
FSK-CY-257 FSK-CY-258 FSK-CY-259
)
FSK-CY-260 L
FSK-CY-261 FSK-CY-262 C
FSK-CY-263 FSK-CY-264 FSK-CY-265 C.
FSK-CY-266 FSK-CY-267 FSK-CY-268 C
FSK-CY-269 FSK-CY-270 i
FSK-CY-271 0
FSK-CY-272 FSK-CY-273 FSK-CY-274 O-
?.
O P
U
-r.
(O j
D-126-11
- - G t
f
.I O i
G 1
FIC - 5.100
)
Rev. 2 List of Reference Drawings For Underground Utilities Civil C-3 C-4 C-5 C-6 C-7 C-8 C-42 f
C-43 C-46 C-51 C-52 C-57 C-71 C
/\\
C-82
/2.\\
C-83 C-91 C
C-92, Sheet 1 C-92, Sheet 2 i
C-92, Sheet 3
's
/\\
C-93
/2\\
C-109 C-111 C
C-112 C-127 C-128 1
C.
C-131 C-132 C-133 C
C-134 C-135 C-699
.U C-987 C-992
]
C-993 Sheet 1 1iU C-998 3
C-1190 C-1310
',C C-1311 C-1312 C-1313 L
l C l l
D-126-11 l G'
/
~........_.~..______.,_._,....._.-.m__.o_m__,.
FIC - 5.100 Rev. 2
',)
List of Reference Drawings For Underground Utilities Civil C-1314
(~-
C-1315 C-1316 C-2016 C-2017 C
C-2018 C-2019 7220-C-195-36 O
' O
(.)
o O
-i
?! O
. i
. I
- O r,.
,rg:' -
.. O' D-126-11
- i
!!O I
O)
-O I
...~-
- ~_w w ~;--_-~ _ ~ ~ _
r*
r FIC - 5.100
)
Rev. 2 List of Reiaence Drawings For Underground Utilities
'[
Electrical E-500, Sheet 2A C
E-500, Sheet 2B E-500, Sheet 2C E-500, Sheet 2D C
E-500, Sheet 2E E-500, Sheet 3A E-500, Sheet 3B E-500, Sheet 3C E-500, Sheet 4A E-500, Sheet 4B E-500, Sheet 4C E-500, Sheet 4D E-500, Sheet 5A C
E-500, Sheet 5B E-500, Sheet SC E-500, Sheet SD C
E-500, Sheet SE E-500, Sheet 12 C)
E-501, Sheet 1 E-501, Sheet 2 E-502, Sheet i E-504, Sheet 1 C
E-505, Sheet i E-506, Sheet 1 E-508 C-E-509, Sheet 1 E-510, Sheet i E-511 1
E-512, Sheet 1 E-513, Sheet 1 E-520
'C E-521, Sheet 1 E-522, Sheet 1A E-522, Sheet 1B G
E-522, Sheet 1C E-522, Sheet 10 g
E-522, Sheet 2A
- L E-522, Sheet 2B E-522, Sheet 2C E-522, Sheet 3 C-,
D-126-11 I
G i
C,...
1 FIC - 5.100 Rev. 2 4
List of Reference Drawings For Underground Utilities C'
Electrical E-523, Sheet 1 O
E-523, Sheet 3 E-526, Sheet 1 E-526, Sheet 2 C-E-526, Sheet 3 E-526, Sheet 4 E-526, Sheet 5 E-526, Sheet 6 E-526, Sheet 7 E-527, Sheet 1 C
E-527, Sheet 2 E-528, Sheet 3 E-529, Sheet 1 O
E-529, Sheet 2 E-530, Sheet 1 E-530, Sheet 2 G
E-531, Sheet 1A E-531, Sheet 1B
)
E-531, Sheet 1C u'
E-531, Sheet 1D E-531, Sheet 2 E-532, Sheet 1 L
E-543, Sheet 1 E-547, Sheet 1 E-594, Sheet 1
.O E-595, Sheet 1
- I E-596, Sheet 1 E-600, Sheet 1 O
E-601, Sheet 1 E-698, Sheet 1 E-698, Sheet 2 O
E-698, Sheet 3 E-698, Sheet 4 f.
E-699, Sheet 1 G:
E-699, Sheet 2 FSK-EY-3 FSK-EY-9 O
/\\
FSK-EY-17 lk
/2 \\
FSK-EY-38, Sheet 1
?
FSK-EY-45 ilt 0
$. O, D-126-11 i
C
?
(60 J
.. m
l -. -...
~
c.., *-
FIC - 5.100 Rev. 2
'C List of Reference Drawings For Underground Utilities C
Electrical FSK-EY-64 C'
FSK-EY-66 FSK-EY-69, Sheet 1 FSK-EY-69, Sheet 2 C
FSK-EY-74 FSK-EY-79 FSK-EY-93 FSK-EY-94 FSK-EY-104 FSK-EY-106 FSK-EY-108 FSK-EY-111 FSK-EY-150, Sheet i O
FSK-EY-150, Sheet 2 FSK-EY-151, Sheet 1 FSK-EY-151, Sheet 2 f.;
FSK-EY-151, Sheet 3 FSK-EY-151, Sheet 4
)
FSK-EY-152 G
FSK-EY-153 FSK-EY-154 FSK-EY-155 FSK-EY-156 FSK-EY-157 FSK-EY-158
- (;
FSK-EY-159 FSK-EY-160 FSK-EY-161
.O FSK-EY-162 FSK-EY-163 FSK-EY-164 IO FSK-EY-165 FSK-EY-166 FSK-EY-167.:
5 jG FSK-EY-168 FSK-EY-169 i
FSK-EY-170 IO
/\\
FSK-EY-171 i
/2\\
FSK-EY-172 FSK-ET-2-4 lO P D-126-11 0
- O
C
.c FIC - 5.100 Rev. 2 I
List of Reference Drawings For Underground Utilities T
Mechanical M-58, Sheet 1 i
M-58, Sheet 2 M-152 M-165 C
M-166 M-167 M-168 f
M-169 M-170, Sheet 1 M-170, Sheet 2 C
M-607, Sheet 16 M-612, Sheet 7 M-612, Sheet 8 C'
M-613, Sheet 7 M-613, Sheet 8 M-649, Sheet 1 C
M-649, Sheet 2 M-649, Sheet 3 M-665 Sheet 1 C
FSK-MPY-16, Sheet 1 FSK-MPY-16, Sheet 2 FSK-MPY-18 C
FSK-MPY-24 FSK-MPY-29 FSK-MPY-32 O
FSK-MPY-33 FSK-MPY-45 i
FSK-MPY-46
- . ; T3 FSK-MPY-72
- 8 FSK-MPY-98 FSK-MPY-108 O
FSK-MPY-165 FSK-MPY-166
[
FSK-MPY-167
.c
- O' '
/\\
FSK-MPY-168 Q2 FSK-MPY-170 FSK-MPT-1-1 tO FSK-MPT-1-2* Sheet 1 i
FSK-MPT-1-2 Sheet 2
,1 FSK-MPT-1-2, Sheet 3
![O FSK-MPT-1-2, Sheet 4
!I
. l C D-126-11 f.O
C ' *- *'*. *I -
l C
FIC - 5.100 l
Rev. 2
(~
List of Reference Drawings For Underground Utilities
('-
Mechanical FSK-MPT-1-35
(?
FSK-MPT-2-1 FSK-MPT-2-2 FSK-MPT-2-4 C3 FSK-MPT-2-44, Sheet 1 FSK-MPT-2-44, Sheet 2 FSK-SP-561, Sheet 3
(.
FSK-M-0CCC-1-1 FSK-M-0JBD-217-1 FSK-M-1CCB-45-4
(?
FSK-M-1HBC-3-2 FSK-M-1HBC-3-3 FSK-M-1HBC-3-4
()
FSK-M-1HBC-4-1 FSK-M-1HBC-4-2 FSK-M-1HBC-4-3
()
FSK-M-1HBC-4-4 FSK-M-1HBC-4-5
)
FSK-M-1HBC-497-1
(;
FSK-M-1HBC-497-2 FSK-M-1HBC-497-3 FSK-M-1HBC-498-1
()
FSK-M-1HBC-498-2 FSK-M-1HBC-498-3 FSK-M-1HBC-498-6 Q)
FSK-M-2HBC-3-1 FSK-M-2HBC-3-2 FSK-M-2HBC-3-3
' (j FSK-M-2HBC-3-4 l
FSK-M-2HBC-4-1 FSK-M-2HBC-4-2
()
FSK-M-2HBC-4-3 FSK-M-2HBC-4-4
.i....-.__
FSK-M-2HBC-497-1 G)f"'
FSK-M-2HBC-497-3 FSK-M-2HBC-498-1 FSK-M-2HBC-498-2
()
FSK-M-2HBC-498-3 FSK-M-2CCB-45-4 C)
- ' (:"
f
()
D-126-11
- e
.-