NCD980840409_19951020_Charles Macon Lagoon & Drum_FRCERCLA RA_RD RA - Independent Quality Assurance Team Reports and Correspondence-OCR

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October 20, 1995
Ms. Giezelle Bennett
Remedial Project Manager
US EPA, Region IV
345 Courtland Street
Atlanta, GA 30365
Subject: Macon I Dockery Site -Richmond County, North Carolina
Independent Quality Assurance Team (IQAT) Reports and Correspondence
Dear Ms. Bennett:
In accordance with the Construction Quality Assurance Plan for the subject project, RMT as the
IQA T, is submitting the enclosed CQA Inspection Reports and other correspondence to your
attention as they are being submitted to the RA Coordinator -Mr. Kenny Gulledge.
These reports and correspondence represent the reporting of the CQA Independent Quality
Assurance T earn as follows:
1.
2.
3.
Final Boring Logs for following wells:
LM-1 through LM-5
LD-1 tl:>,ough LD-5
UD-1 ihrough UD-8
UM -1 through UM-7
MW-23 and MW-25
(Macon Source Area Wells and MW-22 and MW-25 will be submitted next week.)
James Burnette CQA Reports for Well Installations from 9/20/95 through 10/18/95
David Shaw Trip Report Dated 10/19/95 citing several discrepancies that need to be
addressed by Hand ex by our next IQA T inspection on !0/24/95.
If there are any questions, please do not hesitate to contact me at RMT at [phone] or Paul
Furtick at [phone].
Sincerely,
•ei"ii8~
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Fred R. Banker
IQAT Coordinator
(Senior Construction Manager)
c:\wpwin\ 700171tr .Q06\l1b
RMT, INC. -GREENVILLE, 5(
100 VERDAE B □UlEVARO • 29607-3B25
P.O. Box l 677B • 29606-677B
B03/281-0030 • 803/281-0288 FAX
[!TI
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Enclosures
cc: Mr, Kenny Gulledge -MDSG RA Coordinator (with enclosures)
Mr. David Jones -MDSG (with enclosures)
Ms. Norma Eichlin -COM Federal (with enclosures)
Other Macon / Dockery Site Group Members
Mr. Dan Arner -AES (with enclosures)
Mr. Paul Furtick -RMT
File 70017 .27 le) (with enclosures)
c:\wpwin\700171tr.006\trb
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Date of Report:
Author\Originator:
Project Name:
Proiect No:
Distribution List:
10/20/95
David Shaw
P.O. Box 16778
Greenville, S.C. 29606
Phone: [phone]
FAX: [phone]
Date of Trip:
Talked With:
Macon I Dockery of:
70017.27 Telephone No.:
Fred Banker Dan Arner
Paul Furtick
10/19/95
TRIP
REPORT
Mike Moyer
Handex
The following represents our understanding of matters discussed and actions agreed upon. Any correction or
omission of merit should be reported promptly to the writer.
Subject: IQAT inspection/ visit
The following items were observed at the site during the IQAT inspection.
1. Clearances between the reinforcing steel and the ground are specified to be 3" in several areas they were
less than 2" of clearance.
2. Note that the pads are 3". above a 4" thick stone maintenance layer that is on top of the finished grade. This
does not appear to be the case at the pads since the top is formed by a 2 X 4 and excavated dirt. The total depth
from the top of the 2 x 4 is 24" is accordance with the plans.
3. Equipment Pads are detailed to be 11" above the main slab. Field measurements showed that the main pad is
about 5 "thick and that the total slab plus equipment pad is 9" . This must be corrected prior to pouring the slab.
4. The electrical control boxes for UD -

7

and UD -

6

have been miss labeled.
5. There has been no pad poured around LD-1 nor around the upper macon wells.
6. There is significant erosion around the Lower Dockery facility. LO 3 pad has been 50% undermined. Many of
the Valve boxes contain water.
7. The final grading of the site is going to be critical. . The covers for the valve boxes and turn around boxes are
furnished with drains. In order to work the drain line must be free running to open ground. This would indicate
that the top of these boxes must be several inches above grade. This is particularly true at the turn around box
on Lower Macon where the top of the box is 42" below original grade. In several areas silt has already covered
part of the box cover.
8. There is what appears to be a domestic water well adjacent to the revised position of the Upper Macon Source
facility. Based on the location and the service pipe it appears to have served the Macon residence.
9. The Contractor is to be reminded OSHA rules define clearly the maximum depth of trench without sloping the
sides.
· 10. The electrical underground conduits at the Upper Dockery site were not sealed nor have the pull boxes been
installed. The result is that they are probably full of silt and water. Contractor must carefully clean out the
conduits prior to installing the wire.
G:\dataldavelv,plm-d\10-19-95. tr
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LOG OF TEST BORING BORING NO. LM-1 ---~---
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION CORDOVA NC INSTALLATION -------~-----------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY
NO. TYPE BLOWS %
ss 4-6 70
8-5
Hnu
(ppm) DEPTH
0
5
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SANDY SILT (ML) -mostly silt; dry; loose; non-quartz
fragment -cobble size; brown; o_rganic matter.
2 ss 19-10 85 0 IQ-1,Yn't--,-=====--=-=-==---------1 SILTY CLAY (CL) -some silt; moist; plastic;
3 ss
4 ss
8-13
4-4
5-8
4-5
7-6
60 0
60 0
GENERAL NOTES
15
20
35
DATE STARTED AUG 22 95
DATE COMPLETED AUG 22 95
RIG ACKER AD-11
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
orange/brown; stringer of lean clay; stiff; slightly plastic;
orange/brown/cream.
SIL TY CLAY (CL) -some silt; moist; plastic; trace of
heavy weathered feldspar; orange to orange/brown; iron
stain; black stain.
-as above.
WATER LEVEL OBSERVATIONS
WHILE DRILLING ¥'. 33.0 FT. ----~~~----
AT COMPLETION ! __________ _
AFTER DRILLING
CAVE-IN: DATErrlME
WATER: DATE/TIME
_____ DEPTH ______ _
DEPTH
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LOG OF TEST BORING BORING NO. LM-1
SHEET NO. 2 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION CORDOVA NC ----~=-'--~"--'-~----INSTALLATION
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
VISUAL ·CLASSIFICATION
AND GENERAL OBSERVATIONS ~----<
NO. TYPE BLOWS % (ppm) DEPTH
5 .ss 1-7 70 0
10-11
45
6 ss 1-11 65 0 50
7-19
55
7 ss 5-14 85 0
41-50
70
75
80
85
trans1t1on zone: 70% heavy weathered feldspar; some
slightly weathered sand; medium grained; subround,
trace subangular; biotite.
trans1t1on zone: 70% heavy to slightly weathered
feldspar; becoming more competent with depth;
Sand is medium to coarse grained; angular to sub-
round; trace biotite.
BORING TERMINATED AT 69.0 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. LM-2 ----~--
SHEET NO. 1 OF 2
..,;;,_,;-,l'nOJECT NAME MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION CORDOVA NC ---------+-------INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu ~----<
NO. TYPE BLOWS % (ppm) DEPTH
ss 7-10 55 0
10-10
5
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SIL TY CLAY (CL) with GRAVEL (GW) -dry; very stiff;
dense; orange/brown; gravel is medium to coarse grained.
2 ss 50-0
0-0
0 0 10--+"---+-----------------------<
15
split spoon plugged due to extremely dense. tight
formation.
3 ss 8-12
32-41
60 0 20-tv,ct-----,----~c------;;--;c-;.-,------:-~-.--.----.-----,,-----1 transtt1on zone: 85% heavy to slightly weathered
4 ss 1-7 75 0
11-14
35
GENERAL NOTES
DATE STARTED
DATE COMPLETED
AUG 22 95
AUG 22 95
RIG ____ _,_.,A~C=KccEccR~A""D----'-1'--"l~ __ _
CREW CHIEF J. HALLMAN -----------
LOGGED WVS CHECKED wvs
granite; some cobble size competent fragments; some
sand -medium grained; iron staining; mica.
-transition zone: 70% slightly weathered feldspar;
Sand is medium grained; subangular to subround;
trace of mica and biotite.
WATER LEVEL OBSERVATIONS
WHILE DRILLING g 28.0 FT. ------------
AT COMPLETION ! ------------
AFTER DRILLING
CAYE-IN: DATErrlME
WATER: DATEfflME
_____ DEPTII ______ _
DEPTH
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LOG OF TEST BORING BORING NO. LM-2
SHEET NO. 2 OF 2
MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION CORDOVA NC ---~~--~-~---INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
6 ss
7 ss
RECOVERY Hnu ~-----<
BLOWS % (ppm) DEPTH
9-13 65 0
31-50
45
0 0 0
55
0 0 60
65
70
75
80
85
transition zone: 70% heavy to slightly weathered
feldspars; Sand is subangular to subround; trace
of mica and biotite.
-heaving sands; no sample.
BORING TERMINATED AT 62.5 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. LM-3
SHEET NO. 1 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27
LOCATION -----=C..:;Oc.c.R==D:...:O=--V'----'A=-=N'-'-C=------INSTALLATION _____ _
CONTRACTOR ____ ___:G~Z~A.c.__ ___ _ SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL
NO. TYPE
ss
2 ss
3 ss
4 ss
RECOVERY Hnu ------1
BLOWS % (ppm) DEPTH
6-8 20 0 "r..-
11-9 11'-.,P
8-10 10
10-10
4-5
5-9
4-4
4-6
65
75
5
0 IO
15----1'-'-d
0
g 25
0 30
GENERAL NOTES
DA TE ST AR TED AUG 23 95
DA TE COMPLETED AUG 23 95
RIG ACKER AD-11
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SIL TY CLAY with GRAVEL (CL-GW) -dry; stiff;
non-plastic; some 'Organic matter; gravel fine to medium;
clay orange to orange/brown.
SIL TY CLAY with GRAVEL (CL-GW) -dry; stiff;
non-plastic; orange to orange/brown; gravel fine to coarse
grained.
transmon zone: 70% weathered feldspar; mostly heavy
weathered; trace of slightly weathered; mica; trace
of biotite; interbedded lean clay and sandy silt;
trace of sand; medium grained; angular to subangular.
WATER LEVEL OBSERVATIONS
WHILE DRILLING g ____ ,,,25"-'-.0:,c_e_F__._T_,__. ___ _
AT COMPLETION J __________ _
AFTER DRILLING
CAVE•IN: DATEfTIME
WATER: DATE!TIME
_____ DEPTH ______ _
DEPTH
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LOG OF TEST BORING
MACON-DOCKERY
LOCATION ---~C~O~R'-=D'--'O'-V""'A""",~N~C-'-----
CONTRACTOR -------'G~Z=A-'------
BORING NO. LM-3
SHEET NO. 2 OF 2
PROJECT NO. 70017.27
INSTALLATION ------
SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY
NO. TYPE BLOWS %
Hnu
(ppm) DEPTH
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
5 ss 6-10 90
11-17
6 ss 1-14 75
19-24
7 ss 0 0
8 ss 0 0
0
0
transition zone: 80 % slightly to heavy weathered
feldspar, mica; sand is medium grained; angular to
subangular; iron stained.
transmon zone: 90 % slightly weathered feldspar
and granite; mica; sand is medium grained; angular
to subangular.
60,-+"°'+----------------------,
65
70 heaving sands; no sample.
75
80
Auger Refusal
85
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LOG OF TEST BORING BORING NO. LM-4
SHEET NO. 1 OF 3
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION -------"C--=0-=-Rc=D--..eO'----V'--'A=--cN--'-C"---__ _ INSTALLATION _____ _
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
RECOVERY Hnu INTERVAL
NO. TYPE BLOWS % (ppm) DEPTH
ss 5-6
7-8
45 0
5
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SIL TY CLAY (CL) -some silt; slightly stiff; non-plastic;
brown/orange; heavy mica.
2 ss 3-4
5-8
45 0 10-ff7:!ct-----,----~~------;------,;;------;------;-,-;;-;------1 transmon zone: very heavily weathered feldspar;
3 ss
4 ss
3-5
6-9
1-4
6-7
50
65
0
0
GENERAL NOTES
15
20
25
30
35
DATE STARTED AUG 23 95
DA TE COMPLETED AUG 23 95
RIG ACKER AD-11
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
heavy mica. iron staining; some silt.
trans1tion zone: very heavily weathered feldspar;
heavy mica; iron staining; sand is medium to coarse
grained; angular, subangular to subround.
transition zone: 85 % slightly weathered feldspar
and granite.
WATER LEVEL OBSERVATIONS
WHILE DRILLING. :g 34.0 FT. ------------
AT COMPLETION ! ------------
A FT ER DRILLING
CAVE-IN: DATE/TIME
WATER: DATE/TIME
_____ DEP"Ol ______ _
DEPTH
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LOG OF TEST BORING BORING NO. LM-4
SHEET NO. 2 OF 3
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION CORDOVA NC INSTALLATION --------~-----------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL RECOVERY Hnu
NO. TYPE BLOWS % (ppm) DEPTH
5 ss 1-1 55 0
6 ss
7 ss
8 ss
9 ss
7-9
1-15 45
14-17
1-22 60
38-50
6-18 55
43-50
Heaving
Sands
0
0
0
0
45
50
55
65
70
75
80
85
transition zone: 90% slightly weathered feldspar;
granite; sand is medium grained; angular to sub-
angular.
trans111011 zone: 100% slightly weathered feldspar
and granite; sand is medium grained; subangular to
subround.
transmon zone: 100% slightly weathered feldspar
and granite; sand is medium grained; subangular to
subround.
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LOG OF TEST BORING BORING NO. LM-4
SHEET NO. 3 OF 3
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION CORDOVA NC INSTALLATION -------~---------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
~---1
NO. TYPE BLOWS % (ppm) DEPTH
90
95
100
I IO
115
120
125
130
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
BORING TERMINATED AT 91.0 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. LM-5
.... ....;""'l'rt>oJECT NAME
LOCATION
MACON-DOCKERY
CORDOVA NC
SHEET NO. 1 OF 2
PROJECT NO. 70017.27
--------~-----INSTALLATION _____ _
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD I HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL
NO. TYPE
ss
2 ss
RECOVERY. Hn~
BLOWS % (ppm) DEPTH
1-3
3-2
40 0
10-12 40 0
5
10
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
CLAYEY SILT (ML) -mostly silt; dry; loose; non-plastic;
orange; cream clay inclusions.
.·: · SAND (SW) -well graded; fine to coarse grained; angular
:, -;.
• to subangular; red/brown to red/orange; some gravel is
: : medium to coarse grained; yellow inclusions .
. ··.-;.
,;.•:.
,>_;.;;
15-tllr.,,t---=-;--;-=-;-:,=o:-----;:;-----;---;-----;o-----;-,-----, ., GRAVEL (GW) -well graded; coarse to fine grained;
~ grading with depth; some sand; coarse grained .
3 ss
4 ss
s ss
3-3
4-5
so
1-9 55
10-12
1-8
8-9
so
0
0
0
GENERAL NOTES I
20
25
35
40
DATE STARTED AUG 17 95
DATE COMPLETED AUG 18\95
RIG ACKER AD-11 \
.t"'~
~
~ 0
CREW CHIEF R. NEWBY/J. HAULMAN
LOGGED WVS CHECKED \ WVS
transmon zone: 40% heavy weathered feldspar.
biotite, and mica.
transition zone: 70% heavy to slightly weathered
feldspar.
trans1t10n zone: 70% slightly weathered feldspar,
biotite, mica; sand is coarse grained; trace silt;
black staining; iron staining.
WATER LEVEL OBS ERV A TIO NS
WHILE DRILLING ¥'. __________ _
AT COMPLETION ! ------------
A FT ER DRILLING
CAVE-IN: DATE/TIME
WATER: DATEfflME
_____ DEPTH-~-----
DEPTH
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LOG OF TEST BORING BORING NO. LM-5
SHEET NO. 2 OF 2
..,..,;;;;,,~OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27 ---+---------
LOCATION CORDOVA NC INSTALLATION ----i----~~--------
C ONT RAC TOR GZA ----~~~----SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA.
SAMPLING NOTES
INTERVAL RECOVERY HmJ ~--<
NO. TYPE BLOWS % (ppm) D~PTH
55
60
65
70
75
80
85
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
-heaving sands; no sample.
3.5 IN.
BORING TERMINATED AT 86.0 FEET
Auger Refusal
90
95
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LOG OF EST BORING BORING NO. LD-1 -------
SHEET NO. 1 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION ---+--I Cc....Oc.cR~D_O~V_A~N'--C~---INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hmj VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
NO. TYPE BLOWS % (ppm) DEPTH
ss
2 ss
3 ss
4 ss
3-4
4-4
80 0
7-10 75
I 1-9
5-6
10-11
60
10-14 65
13-21
0
0
0
'if
GENERAL NOTES I
DATE STARTED JUL 17 95
5
10
15
SILTY SAND (SM) -mostly sand; dry; loose; fine grained;
sub-angular to sub-rounded; dark brown to brown to red
brown; organic matter.
SAND (SP) -poorly graded; fine grained; angular to
sub-angular; some coarse grained; rounded to angular;
orange; loose; trace of black stain.
20-+nc+-==.--,_,---:-=c=-;--,.-----..,,-----,c-,-,.,.----,----,~-,-------j
SIL TY CLAY (CL) -some silt; slightly moist; stiff; tan to
light orange.
30-fLL<"!--.,.-,-Tns.noaTI'S---,-r---r~.,..,.-,-,----.-..-.,...,...-...,.,-----,-,c-----j -we gra e ; some s1 t; me mm to coarse
~-; grained; some pebble size; angular to sub-angular; some
,._-i rounded; tan 10 gray; some black stain; some iron stain.
35
.:. ·.
WATER LEVEL OBSERVATIONS
WHILE DRILLING ¥'. 26.0 FT. ------~-----
DA TE COMPLETED JUL ri 95 AT COMPLETION !
RIG ACKER AD-II I
CREW CHIEF --~J-~HA=L=L=M=A!c;c..;N~--
LOGGED WVS CHECKED I WVS
------------
AFTER DRILLING
CAVE-IN: DATEfflME
WATER: DATE!TIME
_____ DEPTH ______ _
DEPTH
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LOG OF I EST BORING BORING NO. LD-1 ------'=--=----
SHEET NO. 2 OF 2
MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION CORDOVA NC -----1-~=~~~-----INSTALLATION ------
C ONT RAC TOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
6 ss
RECOVERY Hnµ
BLOWS % (ppm) DJoPTH
36-17
43-50
60 0
36-50 70 0
0-0
45
50
55
60
65
70
75
80
85
SIL TY GRAVEL (GW) -some silt; some sand; poorly
graded gravel; abundant slightly weathered feldspar. with
~ry;/, mica and heavy iron stain; sand is medium to coarse
grained; mostly rounded; lower 4.0 in. transition zone.
transmon zone: 85% slightly weathered feldspar;
white to pink; heavy mica and iron stain.
BORING TERMINATED AT 59.0 FEET
Auger Refusal
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LOG OF EST BORING BORING NO. LD-2 -----'=--=---
SHEET NO. 1 OF 2
----...,,rnoJECT NAME MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION CORDOVA NC INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hn~
NO. TYPE BLOWS % (ppm) D);:PTH
1 ss 2-2 80 0
2-3
5
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -poorly graded; trace of silt; medium grained;
sub-angular to sub-rounded; brown; some black stain;
organic matter; grading into red/brown.
2 ss 16-5 90 0 IO-T77C;+---:,,-c-...-,-.-c=--,,_~---,----c-,C'""""7-c-;-----.~~---~----1
FAT CLAY (CL) -dry; stiff; high plasticity; gray with
7-11
3 ss 8-6 60 0
10-10
25
4 ss 6-11 50 0
13-12
35
GENERAL NOTES
DATE STARTED JUL 18 95
DATE COMPLETED JUL 18 95
RIG ACKER AD-II I
CREW CHIEF J. HALLMA!N
LOGGED WVS CHECKED I WVS
orange/brown inclusions.
SILTY CLAY (CL) -some silt; dry; slightly plastic; brown
with gray inclusions.
-most y st t; s 1g t y p asuc; s 1g t y
moist; tan, cream, red/brown; some mica, some black stain.
as above; coarse and medium grained sand increasing.
WATER LEVEL OBSERVATIONS
WHILE DRILLING ¥'. __________ _
AT COMPLETION !-__________ _
AFTER DRILLING
CAVE-IN: DATE/TIME
WATER: DATf:/rIME
_____ DEPTH ______ _
DEPTH
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LOG OF EST BORING BORING NO. LD-2 -------
SHEET NO. 2 OF 2
MACON°DOCKERY PROJECT NO. 70017.27 -------
LOCATION -----+--'-C--"O=R-"'D---'O~V---'A~NccC~---INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV. ------------
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
6 ss
RECOVERY Hnu
BLOWS % (ppm) DEPTH
50-0
0-0
40 0
50-0 40 0
0-0
45
-transition zone: 80% highly weathered feldspar;
highly compacted; very dense; very hard; brown
to gray; mica.
50-trf/h...-rr,.,..,nr~=::::-:--==--:-:==:-::-;--;:=-:-:---::=;-::-:,c,:-;=,-;;:------J -oose; some s 1g t y c ayey; gray w1 w 1te
55
60
65
70
75
80
85
stringers; grading into:
-transition zone: 90% highly weathered feldspar
and granite.
BORING TERMINATED AT 56.0 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. LD-3
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION ___ ....cCc..cO=-cRccD=---0=---V-'-'A'"",'--'NCC-C"'----INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY
NO. TYPE BLOWS %
Hnu
(ppm) DEPTH
2
3
ss 2-1 80
1-2
ss 7-5 95
12-15
ss 8-12 30
8-15
4 ss 37-43 40
50-0
0
0
~
0
0
GENERAL NOTES
DATE STARTED JUL 19 95
5
IO
15
20
25
35
DATE COMPLETED JUL 19 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -poorly graded; medium grained; sub-angular;
dry; loose; brown to red/brown; organic matter.
SAND (SP) -poorly graded; medium grained; sub-angular
to sub-round; moist; loose; brown to light brown.
LEAN CLAY (CL) -slightly moist; stiff; non-plastic; cream
to brown/orange; interbedded gravel; coarse.
GRAVEL (GW) -well graded; mostly coarse; wet; some
sand; well graded; medium to coarse grained; sub-round;
very clean.
SIL TY SAND ( SM) -mostly sand; medium grained;
sub-angular to sub-round; tan to gray; black staining; mica.
transmon zone: 60% slightly weathered feldspar
and highly weathered granite; some silt.
WATER LEVEL OBSERVATIONS
WHILE DRILLING ~-----1~8~.0_F_T~. ___ _
AT COMPLETION J __________ _
AFTER DRILLING
DEPTH CAYE-IN: DATE/TIME
WATER: DATE/TIME
------------
DEPTH
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LOG OF TEST BORING BORING NO. __ __:c:L.:c:D_:-3:_ __
SHEET NO. 2 OF_---=2 __
OJECT NAME MACON-DOCKERY PROJECT NO. _ ___:_7.:c.OO::..,le..:.7.:.:.2:..:.7 __
LOCATION ___ ____:::Cc:=O:.:.Ro,:D:..:Oc...V:..:A..:,__:Nc.:_C"'----INSTALLATION ____ _
CONTRACTOR ---------'G~Z=A-=------SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY
NO. TYPE BLOWS %
Hnu
(ppm) DEPTH
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
5 ss
6 ss
20-50
0-0
50-0
0-0
0
0
45
50
55
60
65
70
75
80
85
transition zone: 60% slightly weathered feldspar
and heavy weathered granite; heavy mica; iron and
black stain; some sand, medium to coarse graine_d,
sub-angular to sub-round.
BORING TERMINATED AT 52.0 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. ---=L=D--4'-------
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION ___ _;C:::.O:::.Ro.:cD,c:_O-"'----'--V-'-'A"--, .:..:N.:::C __ _ INSTALLATION ------
CONTRACTOR ---------'G~Z=A-=-----SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
NO. TYPE BLOWS % (ppm) DEPTH
ss 1-1 75 0
4-3
5
2 ss 28-10 95 0
8-20
3 ss 19-12 80 0
8-20
25
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -poorly graded; fine to medium grained;
slightly moist; angular to sub-angular; dark brown to light
brown.
-as above; mostly dark brown.
LEAN CLAY (CL) -dry; stiff; non-plastic; gray; some iron
stain.
LEAN CLAY (CL) - moist; stiff; non-plastic; gray
becoming dark brown; trace of slightly weathered feldspar.
4 ss 12-24 65 0 30-f&:,¼----;:::c==c==,----.,i"Cfff---:cr.=r.:-:===r===------I trans1t10n zone: spar
19-20
35
GENERAL NOTES
DATE STARTED JUL 19 95
DA TE COMPLETED JUL 19 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
and heavy weathered granite; heavy mica; iron stain;
some sand, sub-rounded.
WATER LEVEL OBSERVATIONS
WHILE DRILLING SZ ____ 1=8=.0~FT~. ___ _
AT COMPLETION ! __________ _
AFTER DRILLING
CAVE-IN: DATE/TIME
WATER: DATEfflME
_____ DEPTH ______ _
DEPTH
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LOG OF TEST BORING
OJECT NAME MACON-DOCKERY
LOCATION CORDOVA, NC -------~-----
CONTRACTOR GZA
BORING NO. LD-4 ---==-'-----
SHEET NO. 2 OF 2
PROJECT NO. ---'-7-"-00=-clc..c7.:..;;.2c..c7 __
INSTALLATION ------
SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
6 ss
RECOVERY
BLOWS %
50-0 35
0-0
36-50 40
0-0
Hnu
(ppm) DEPTH
0
0 50
55
60
65
70
75
80
85
transition zone: 70 % slightly weathered feldspar
and highly weathered granite; heavy mica and black
stain; iron stain; some sand, angular to sub-angular,
medium grained.
BORING TERMINATED AT 52.0 FEET
Auger Refusal
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~ LOG OF TEST BORING
OJECT NAME MACON-DOCKERY
BORING NO. LD-5 ------'==----'----
SHEET NO. 1 OF 2
PROJECT NO. ------'-7-=-00:..:lc.:..7:=.2.c...7 __
LOCATION ------=C-"O--'-R=D:...:O=--V:...:A--'-'"'----'N'--'-C=-----
CONTRACTOR --------"'G~Z~A'-------
INSTALLATION _____ _
SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL
NO. TYPE
1 SS
RECOVERY Hnu
BLOWS % (ppm) DEPTH
7-8 70 0 -_><
8-4 >:-
-:_-.·.·:
-/·
5_1:·::.:.
-)
-,_-·_-..
-':-
-.:_-..
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -poorly graded; medium grained; sub-angular
to sub-rounded; brown with some orange/brown streaks;
black streaks; organic matter.
ss 6-4
6-9
85 0
.· 10-+n;J----,,-.--.-='"-'-.-----.-""""'"=----;----c----,,---,----,--,----~=---I SILTY CLAY (CL) -dry; some silt; slightly plastic; stiff; 2
3 ss 3-3
3-5
80 0
-
-
-
-
15-'/
-1/.
-
-
-
-
25-
-
-
-
-
brown/orange; some high weathered feldspar; iron stained.
CLAYEY SILT (ML) -mostly silt; slightly plastic; mottled
brown/orange/cream; heavy black and iron staining; moist.
4 ss 4-8
5-7
75 0 JO--IJ-H-!f---,....,-CL7""'AY"'E""Y.,,---"SII:',.,.....,;r'"'(,....,.,ML~)--:wccecct-; s=<;1--=,grh1t"'tly-,---,,-;pl,.,.,as=t--=1c-,---; --cmccoccst:r:l,y,--s'"'1r.-t;---I
-
-
-
-
35-
-
-
-
-
GENERAL NOTES
DATE STARTED JUL 18 95
DATE COMPLETED JUL 18 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
cream to brown with some dark brown; some parts 50%
weathered rock.
WATER LEVEL OBSERVATIONS
WHILE DRILLING ¥'. -------'2""'0~.0=--=--F..c.T_,_. ___ _
AT COMPLETION ! __________ _
AFTER DRILLING
CAVE-IN: DATE/flME
WATER: DATE/TIME
_____ DEPTII ______ _
DEPTH
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LOG OF TEST BORING BORING NO. LD-5
SHEET NO. 2 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION ____ C=O.c:R::.:Dc.;cO:...;V:..;cA=--:N.:..:C:::__ __ _ INSTALLATION _____ _
CONTRACTOR ____ ____,G~Z~A.c._ ___ _ SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu -----J
NO. TYPE BLOWS % (ppm) DEPTH
5 ss 0
45
50
55
60
65
70
75
80
85
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
CLAYEY SILT (ML) -wet; slightly plastic; cream to
brown with some dark brown; some fine grained sub-round
sand; heavy iron stain; black stain.
BORING TERMINATED AT 47.0 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. UD-1 --~~~--
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27 -~~~~--
LOCATION CORDOVA NC ----"---==='---=---'--'-'"----'--=------INSTALLATION
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
ss
RECOVERY Hnu
BLOWS % (ppm) DEPTH
10-17
19-9
90 0
5
SAND (SP) -poorly graded; medium grained; sub-angular
_to sub-round; red/orange; some iron stain; white inclusions.
2 ss 9-7 85 0 !0-b?,f--er-.--;c;-=,--.cc,,,;,-;---:;c::c-::-::-::;-:-=-::::-::::--;;~,------j LEAN CLAY (CL) -dry; non-plastic; trace of silt;
10-14 orange/brown to red/brown; some tan with white stringers;
iron stain.
15
3 ss 4-7 90 0 20-~f--;;..=;-;a,.--.u--;'r,i"-;---::,,::;:-:-;:-:-=:-:--,,::-:--:::::=-::.:c::c--::,,:=-c-:----J
SILTY CLAY (CL) -slightly moist; mostly clay; slightly
11-16
25
4 ss 1-1 55 0 30
7-10
35
GENERAL NOTES
DATE STARTED
DATE COMPLETED
JUL 19 95
JUL 19 95
RIG ----=A~C=KE=R~A=D~-1=1 ___ _
CREW CHIEF --~J.~HA~=L=L=M=A=N~--
LOGGED WVS CHECKED WVS
plastic; orange/brown; some weathered.
CLAYEY SILT (ML) -mostly silt; slightly moist; loose;
some slightly plastic; orange/brown; black stain; some
weathered.
CLAYEY SILT (ML) -mostly silt; slightly moist; loose;
slightly plastic; brown/orange; heavy black stain; trace
mica.
WATER LEVEL OBSERVATIONS
WHILE DRILLING :g ____ 4=2=.0~FT~. ___ _
AT COMPLETION ! __________ _
AFTER DRILLING
CAVE-IN: DATErnME
WATER: DATE/TIME
_____ DEPTH ______ _
DEPTH
LOG OF TEST BORING BORING NO. UD-1
I SHEET NO. 2 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27
I LOCATION CORDOVA NC INSTALLATION
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
I SAMPLING NOTES VISUAL CLASSIFICATION
INTERVAL RECOVERY Hnu
NO. TYPE BLOWS % (ppm) DEPTH
AND GENERAL OBSERVATIONS
I 5 ss 3-3 55 0 CLAYEY SILT (ML) -mostly silt; loose; slightly plastic;
4-8 ¥'. moist; brown to orange/brown; heavy iron stain; abundant
mica; some black stain.
I 45
I
I 6 ss 4-4 60 0 50
12-15
I 55 CLAYEY SILT (ML) -some clay; slightly plastic; wet;
I brown to orange/brown grading into mottled brown.
I 7 ss 7-10 65 0 60
14-20
I 65 SILT (ML) -trace of sand, fine grained, rounded lower 6
I in.; brown to dark brown; 40% slightly weathered feldspar;
transition zone.
I 8 ss 15-26 70 0 70
50-0
I -·trans1!1on zone: 70% slightly weathered feldspar
75 and highly weathered granite; heavy mica.
I
I 9 ss 16-36 40 0 80
50-0
I BORING TERMINATED AT 83.5 FEET
85 Auger Refusal
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LOG OF TEST.BORING BORING NO. UD-2 --~~~--
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION ____ C=--O=--R=D=O-'-V-'-'A,._, '--'N-=C __ _ INSTALLATION
CONTRACTOR GZA SURFACE ELEV. ------------
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
ss
RECOVERY Hnu
BLOWS
4-6
5-47
% (ppm) DEPTH
40 0 SIL TY SAND (SM) -very fine grained; sub-angular to
sub-round; brown; organic matter.
5-tl-h'rl-=--c-=-c=c-=cc--=,-,c-C77---,--c--cc--c-,---,----,------1
CLA YEY SILT (ML) -mostly silt; slightly plastic;
orange/brown; trace of mica.
2 ss 6-10 70 0 10-++++-++--~~~~~----~---~------; SANDY SILT (ML) -mostly silt; non-plastic; dry;
3 ss
4 ss
5 ss
1 1-13
4-6 70
9-13
4-8 75
10-14
1-1
1-I
55
0
0
0
GENERAL NOTES
DA TE STARTED JUL 17 95
15
20
25
30
35
40
DATE COMPLETED JUL 17 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN --~~==~~---
LOGGED WVS CHECKED WVS
orange/brown to orange with white streaks; occasional
weathered feldspar; trace of mica.
-as above.
-

m
o
s
t

y

s1 t; ry; non-p asuc;
orange/brown to orange, white streaking increasing;
occasional weathered feldspar.
SIL TY SAND (SM) -some silt; medium to coarse grained;
moist; angular to sub-angular, some rounded; brown to
WATER LEVEL OBSERVATIONS
WHILE DRILLING ¥'. 48.0 FT. ----~~-=-.,~----
AT COMPLETION J ------------
AFTER DRILLING
CAVE-IN: DATE/f!ME
WATER: DATE/flME
_____ DEPTH ______ _
DEPTH
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LOG OF TEST BORING BORING NO. UD-2 -------
SHEET NO. 2 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27 --~~---
LOCATION CORDOVA NC ----~~~~~~----INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD I HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS -------<
NO. TYPE BLOWS % (ppm) DEPTH
6 ss 1-1 70 0
14-20
7 ss 9-18 40 0
17-22
8 ss 12-24 80 0
25-50
9 ss 30-40 100 0
50-0
50
55
60
65
70
75
cream with black streaks; loose; moderately weathered
feldspar.
SIL TY SAND (SM) -fine to coarse grained; wet;
sub-angular, angular, sub-round; brown to cream; some
mica; becoming more silty with depth.
SANDY SILT (ML) -some sand; fine to coarse grained;
brown to dark brown; heavy weathered feldspar 20%;
abundant mica; some iron stain.
as above; feldspar becoming slightly weathered;
mica; black and iron stain; feldspar 55 % .
80-=-a..=.=;-;-=--,'=.,-----c-,----;--.----,,---------,c.-------1
SIL TY CLAY (CL) -moist; plastic; brown to red/brown.
-transition zone: silt 50 to 60%; slightly
85 _1 1'--~w~e=at:::he:;;r;;ed;.;;fe;ld;;s'.!,;p;ar;,·c-:-:~c==-,.,ca-o--:-,c~=c----...,--J
BORING TERMINATED AT 85.0 FEET
Auger Refusal
90
95
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LOG OF TEST BORING BORING NO. ___ U-=-=D--'-3'-----
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION CORDOVA NC --------~-----INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
NO. TYPE
ss
BLOWS
4-4
5-7
% (ppm) DEPTH
45 0
5
SIL TY SAND (SM) -mostly medium grained; sub-angular
to sub-rounded; dark to medium brown; moist; organic
material; small quartz pebbles.
2 ss 5-6
8-7
40 0 10-....,.,.,.__=-=--------------------< SIL T (ML) -trace sub-rounded, fine grained sand; low
3 ss
4 ss
5 ss
4-6 60
8-10
5-5
6-8
3-4
6-8
70
75
0
0
0
GENERAL NOTES=
DATE STARTED JUL 10 95
15
20
25
30
35
40
DATE COMPLETED JUL 10 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
plasticity; slightly moist; red to reddish orange; occasional
weathered feldspar.
SILT (ML) -slightly moist; slightly more plastic; red to
reddish brown to orange brown; layered yellow, white and
black streaks; slightly mottled; occasional weathered
feldspar; trace mica; becoming slightly clayey.
SILT (ML) -slightly moist; slightly plastic; red to reddish
brown; mottled with black streaks; occasional weathered
feldspar; increasing mica.
WATER LEVEL OBSERVATIONS
WHILE DRILLING ~----4~5_.0~FT~. ___ _
AT COMPLETION l ____ ~N~M~----
AFTER DRILLING
CAVE-IN: DATE/TIME
WATER: DATErrlME
_____ DEPTH ______ _
9/10 16:58 DEl'TII 45.0 IT.
I LOG OF TEST BORING BORING NO. UD-3
SHEET NO. 2 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
I LOCATION CORDOVA NC INSTALLATION
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
I SAMPLING NOTES VISUAL CLASSIFICATION
INTERVAL RECOVERY Hnu AND GENERAL OBSERVATIONS
I NO. TYPE BLOWS % (ppm) EPTH -
I so
6 ss 4-8 75 0 SIL TY SAND (SM) -very fine grained; sub-angular; well
I 11-13 sorted; light to medium brown; some olive gray; mottled;
black spherical stains; weathered feldspar; mica.
I
55
I 7 ss 1-14 80 0 60
18-20
I 65 -transition zone: from saprolite which grades from
I weathered rock to more competent rock with depth.
I 70
8 ss 4-7 85 0
6-6
I 75
I
9 ss 8-16 90 0 80
I 21-27
I 85
I 90 BORING TERMINATED AT 89.0 FEET
Auger Refusal
I
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LOG OF TEST BORING BORING NO. UD-4
SHEET NO. 1 OF 3
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27
LOCATION ____ C'--O=-.cR=D'----O=-V--'-A'-=--'N'--'-C-=------INSTALLATION ------
CONTRACTOR -----'G~Z=A-=-------SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
NO. TYPE BLOWS % (ppm) DEPTH
ss 4-2 43 0
3-4
5
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -poorly graded; angular to sub-angular; some
silt; brown grading with depth to red brown; quartz pebbles;
organic matter.
2 ss 6-4
6-8
53 0 !0-+n,-+---,~.,..,..,.=~--=-~,-,----.,.,--,-c,--~-..,.,.-,,--,-----,-~---,----,
CLA YEY SILT (ML) -slightly moist; slightly plastic; red
3 ss
4 ss
4-5
7-9
4-6
5-6
50 0
58 0
GENERAL NOTES
DATE STARTED JUL 12 95
15
20
25
30
35
DA TE COMPLETED JUL 12 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
to red/orange with some white stringers.
CLAYEY SILT (ML) -slightly moist; slightly plastic; red -
red/orange with white and_ brown stringers.
CLAYEY SILT (ML) -slightly moist; slightly plastic; some
mica; some sand, sub-angular to angular.
WATER LEVEL OBSERVATIONS
WHILE DRILLING 'g 37.0 FT. -----------
AT COMPLETION ! 48.3 FT. ----~~~----
AFTER DRILLING
CAYE-IN: DATEfflME
WATER: DATE/TIME
_____ DEl'TH ______ _
DEPTII
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LOG OF TEST BORING BORING NO. UD-4
SHEET NO. 2 OF 3
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27
LOCATION ____ C~O_R_D_O~V_A_,~N_C ___ _ INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN:
SAMPLING NOTES
INTERVAL RECOVERY Hnu
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS -----<
NO. TYPE BLOWS % (ppm) DEPTH
5 ss 3-6 40
6-9
6 ss
7 ss
8 ss
9 ss
5-5
8-8
3-7
8-11
80
80
8-11 100
13-18
10-18 90
14-16
45
50
55
60
65
70
75
SIL TY SAND (SM) -very fine grained; sub-angular; brown
to red brown; black staining; loose.
SIL TY SAND (SM) -very fine grained; sub-angular to
sub-rounded; red to red/brown; black staining; some mica;
occasional weathered feldspar.
SIL TY SAND (SM) -very fine grained; sub-angular to
sub-rounded; red to red brown; black staining; increasing
mica; weathered feldspar.
-sand becoming brown to gray/brown.
so---=~~~~=~-~~-~~--------< SIL TY CLAY (CL) -moist; low plasticity.
transmon zone: pebble-sized weathered feldspar;
weathered granite; trace of cobble-sized competent
granite.
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LOG OF TEST BORING BORING NO. ___ U=--D=--.c...-4=----
SHEET NO. 3 OF 3
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION ____ C'----Oc..cR=D'---O=--V-'-A=,___cN'-C-"------INSTALLATION ------
CONTRACTOR _____ G=Z~A=------SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS .----~
NO. TYPE BLOWS % (ppm) DEPTH
10 ss 48-50 S
95
100
105
110
115
120
125
130
-transition -zone: pebble-sized weathered feldspar
and coarse granite.
BORING TERMINATED AT 92.S FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. UD-5
SHEET NO. 1 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27
LOCATION CORDOVA NC --------~-----INSTALLATION
CONTRACTOR GZA -----~~-----SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
NO. TYPE BLOWS % (ppm) DEPTH
ss
2 ss
3 ss
4 ss
3-3
5-9
4-5
6-8
3-4
6-8
3-3
7-8
65 0
60 0
70 0
90 0
GENERAL NOTES
DATE STARTED JUL 12 95
5
10
15
20
25
30
35
DA TE COMPLETED JUL 13 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
SIL TY SAND (SM) -very fine grained; sub-angular to
sub-rounded; brown -red/brown; quartz pebbles; organic
matter.
CLAYEY SILT (ML) -slightly moist; low plasticity: red -
red/brown with white stringers and layering; quartz
fragments; iron staining. ·
CLAYEY SILT (ML) -slightly moist; low plasticity; red -
red/brown with white stringers; iron staining; black
mottling; mica; some brown/orange stringers; weathered
feldspar.
-as above.
WATER LEVEL OBSERVATIONS
WHILE DRILLING g 43.0 FT. ----~-~~----
AT COMPLETION ! ------------
A FT ER DRILLING
CAVE-IN: DATE/TIME
WATER: DATE/TIME
_____ DEPTH ______ _
DEPTH
I LOG OF TEST BORING BORING NO. UD-5
SHEET NO. 2 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
I LOCATION CORDOVA NC INSTALLATION
CONTRACTOR GZA SURFACE ELEV.
I
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
INTERVAL RECOVERY Hnu AND GENERAL OBSERVATIONS
I NO. TYPE BLOWS % (ppm) DEPTH
5 ss 4-6 85 0 CLAYEY SILT (ML) -slightly moist; slightly plastic; red -
5-7 red/brown with white stringers; iron staining; black
I ¥ mottling; mica; weathered feldspar.
45
I
I 6 ss 1-1 100 0 50 -

m
o
i
s
t
;

ow p asuc11y; rown wit
1-1 orange and white streaks; some mica; occasional weathered
I feldspar.
CLAYEY SILT (ML) -slightly plastic; brown to black;
55 mica; weathered feldspar layer.
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I 7 ss 4-16 90 0 60
19-21
I trans111on zone: 50% heavy weathered feldspar;
pebble size; silt; black to brown; mica.
I
65
I 8 ss 35-50 10 0 70
I transition zone: 70% weathered feldspar.
I 75
I 80 9 ss 75 10 0
I BORING TERMINATED AT 83.0 FEET
I 85
Auger Refusal
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LOG OF TEST BORING BORING NO. UD-6 -------
SHEET NO. 1 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION ____ C-'--O-'--R=Dcc....=-O_V=A~N~C __ _ INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
NO. TYPE BLOWS % (ppm) DEPTH
ss 4-3 50 0
3-5
5
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SIL TY SAND (SM) -very fine grained; sub-angular to
sub-rounded; brown to red/brown with black stains; trace of
fragmented quartz; organic matter.
2 ss 5-4 55 0 10-~-~-c-c-=~=c==-c-c--~c-,--.,..-~--,---~,-----;
CLAYEY SILT (ML) -dry; slightly plastic; orange/brown
10-14
15
3 ss 6-7
10-11
80 0 'g 20
4 ss 3-6
6-7
65 0
GENERAL NOTES
DATE STARTED JUL 13 95
25
30
35
DATE COMPLETED JUL 13 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
to red/orange with orange/brown stringers.
CLAYEY SILT (ML) -dry; slightly plastic to non-plastic;
orange to red/brown with black stain; some mica; occasional
weathered feldspar.
SIL TY CLAY (CL) -moist; plastic; red orange to brown;
heavy iron staining; some mica.
WATER LEVEL OBSERVATIONS
WHILE DRILLING 'g ____ 2=0~.0~F~T-'--. ___ _
AT COMPLETION ! __________ _
AFTER DRILLING
CAVE-IN: DATEfrlME
WATER: DATEfflME
_____ DEPTH ______ _
DEPTH
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LOG OF TEST BORING BORING NO. UD-6 ---C..CC..-'---
SHEET NO. 2 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. _ _....:.7.::c00=-=1"-7:.::.2.c..7 __
LOCATION ____ C=-O=-R=D:c:.O....:.V.:..:A:z...c._:N--"C---INSTALLATION ____ _
CONTRACTOR ____ ___:G~Z~A.c.._ ___ _ SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
6 ss
7 ss
8 ss
RECOVERY Hnu
BLOWS % (ppm) DEPTH
6-6
8-8
70 0
4-6 65 0
9-13
10-11 65 0
11-12
31-48 15 0
50-0
45
50
55
CLAYEY SILT (ML) -moist; slightly plastic; orange to
brown; increasing mica; some iron staining.
CLAYEY SILT (ML) -slightly plastic to non-plastic;
orange to brown; some black staining; mica; 10% fine
weathered feldspar.
60--1+-H+-~~-=~-~---~---~-~~---SANDY SILT (ML) -coarse grained; angular; dark brown
65
to black; some orange and gray streaks; heavy iron staining;
grading into the transition zone at the last 4.0 in. of sample.
70-W:!+---===:-==,-----,-7'7!1'----:".".'.:-::ct=c:T"l".:T.l=c::-:-:-::::::-:-------, transition zone:
silt and sand.
Auger Refusal
80
85
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LOG OF TEST BORING BORING NO. UD-7
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION -------=C--=O-=-R==D:....:O=-V:....:A..:c,c...:N'-'-C=-----INSTALLATION ____ _
CONTRACTOR _____ G=Z~A:_ ___ _ SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY
NO. TYPE BLOWS %
ss 4-6 50
8-7
2 ss 7-15 78
14-14
Hnu
(ppm) DEPTH
0
5
0
15
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SIL TY SAND (SM) -fine grained; sub-angular to angular;
reddish brown; quartz pebbles; organic matter; moist.
SAND (SP) -poorly graded; some silt; medium grained;
sub-angular to sub-rounded; orange brown; iron stained;
clay stringers red orange; very loose.
3 ss 4-5
5-6
80 0 20,-+rnn1---~~=~~~~--~-~~----~---CLA YEY SILT (ML) -medium red brown to orange brown
25
4 ss 9-14 53 0 30
12-16
GENERAL NOTES
DATE STARTED JUL 11 95
DA TE COMPLETED JUL 11 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN '
LOGGED WVS CHECKED WVS
to stratified color including dark red, tan, white, yellow
white; moist; plastic.
LEAN CLAY (CL) -medium plasticity; olive to
olive/yellow with yellow, yellowish green and reddish
brown stringers; very stiff; occasional iron staining.
WATER LEVEL OBSERVATIONS
WHILE DRILLING SZ ----=62=·-=-0-=-F-"T..,_. ___ _
AT COMPLETION ! ___ -----'5=-=2cc.5=---=--F-=-T-=-. ___ _
AFTER DRILLING
CAVE-IN: DATE/flME
WATER: DATE/TIME
_____ DEPTII ______ _
7/11 11:50 DEPTH S2 .S Ff.
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LOG OF TEST BORING BORING NO. UD-7
SHEET NO. 2 OF 2
MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION CORDOVA NC -------~-----INSTALLATION ------
CONTRA C. TOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
6 ss
7 ss
8 ss
RECOVERY Hnu
>----BLOWS % (ppm) DEPTH
6-9
13-15
80 0
3-10 92
10-1 I
8-10
10-16
100
9-19 95
26-29
0
0
0
45
50
55
60
80
85
SILT (ML) -dry; non-plastic; olive to olive/gray, green
mottling; reddish brown stringers; heavy iron staining;
spherical black stains; occasional weathered feldspar.
-as above; becoming slightly clayey.
-transition zone; grading from 30% weathered feldspar
to 70 % with depth.
BORING TERMINATED AT 79.0 FEET
Auger Refusal
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~ LOG OF TEST BORING BORING NO. UD-8
SHEET NO. 1 OF 2
·KOJECT NAME MACON-DOCKERY PROJECT NO: 70017.27
LOCATION CORDOVA.NC INSTALLATION
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
INTERVAL RECOVERY Hnu AND GENERAL OBSERVATIONS
NO. TYPE BLOWS % (ppm) DEPTH
l ss 7-9 75 0 SIL TY SAND (SM) -very fine grained; sub-angular to
10-11 -.: sub-rounded; red/brown to brown; some black staining; -:: quartz pebbles; loose. -
-
" 5-
-. :
-
" -
-
2 ss 7-9 65 0 10--·
-..
10-11 -
-SIL TY SAND (SM) -fine to coarse grained; angular to
-sub-angular; white, cream, red, gray and some orange.
15-::
·'· -
-
-
-.
3 ss 4-6 70 0 20-
-5-9 -
-. . -as above; silt content increasing . -.
25-
-
-
-.
-•
4 ss 5-10 95 0 30-
13-15 CLAYEY SILT (ML) -slightly moist; slightly plastic; -white, cream, crimson, red, gray; heavy iron staining; trace -of mica; pebble size weathered pink granite 30%. -
35-
-
-
-
" -
GENERAL NOTES WATER LEVEL OBSERVATIONS
DATE STARTED JUL 13 95 WHILE DRILLING '¥ 50.0 FT.
DA TE COMPLETED JUL 13 95 AT COMPLETION I
RIG ACKER AD-II AFTER DRILLING
CREW CHIEF J. HALLMAN CAVE-IN: DATF./TIME DEPTII
LOGGED wvs CHECKED wvs WATER: DATErrIME DEPTH
I
LOG OF TEST BORING BORING NO. UD-8
SHEET NO. 2 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
I LOCATION CORDOVA NC INSTALLATION
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
I SAMPLING NOTES VISUAL CLASSIFICATION
INTERVAL RECOVERY Hnu
NO. TYPE BLOWS % (ppm) DEPTH
AND GENERAL OBSERVATIONS
I 5 ss 1-1 100 0 CLAYEY SILT (ML) -plastic; brown with some gray
1-1 streaks grading to gray silt with heavy iron staining and
I
occasional weathered feldspar.
45
I
I 6 ss 1-1 70 0 ~ 50
11-16
I CLAYEY SILT (ML) -plastic; brown; some gray streaks;
grading to gray silt with heavy iron staining and weathered
55 feldspar; mica.
I
I 7 ss 13-21 50 0 60
24-30
I
65 CLAYEY SILT (ML) -slightly plastic to non-plastic;
I mottled gray with brown streaks; heavy iron staining;
weathered feldspar; mica.
I 8 ss 21-30 20 0 70
50-0
I transition zone: 40% weathered feldspar.
75
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I 80
Auger Refusal
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85
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LOG OF TEST BORING BORING NO. UM-1
SHEET NO. 1 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27
LOCATION ____ C.c....c.O.ccRccD--"O'-V-'A=...cN-'-C"---__ _ INSTALLATION
CONTRACTOR GZA SURFACE ELEV. ------------
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY
NO. TYPE BLOWS %
Hnu
(ppm) DEPTH
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
ss 1-1 60
5-5
2 ss
3 ss
4 ss
9-1 I 65
12-14
4-3
5-7
1-5
7-8
70
60
0
0
0
GENERAL NOTES
DATE STARTED JUL 24 95
5
10
SAND (SP) -fine grained;poorly graded; sub-angular to
sub-round; brown to red/brown; organic matter.
SAND (SP) -fine grained; poorly graded; sub-angular to
sub-round; brown/re_d; trace of coarse grained, sub-angular
sand.
15-+rri+--.,,...,-=cc.-==-=,...,..--cc-,-,---~~---,c--~----1
SANDY SILT (ML) -slightly moist; orange/brown;
20
25
medium to coarse grained, sub-rounded sand; iron stain.
as above; grading into 20% heavily weathered
feldspar and granite.
30-w-J+------------------------j
35
transmon zone: wet; 70% slightly to heavily
weathered feldspar and granite;heavy black stain
and iron stain; medium to coarse grained, well-
graded, angular to sub-angular sand.
WATER LEVEL OBSERVATIONS
WHILE DRILLING g 27.0 FT.
DA TE COMPLETED JUL 24 95 AT COMPLETION !
RIG ACKER AD-II AFTER DRILLING
CREW CHIEF J. HALLMAN CAVE.JN: DATE/TIME _____ DEPTH ______ _
LOGGED wvs CHECKED wvs WATER: DATEfrlME DEPTH
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LOG OF TEST BORI~G BORING NO. UM-1 --~-~--
SHEET NO. 2 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. 70017.27 -----'~=-c...c=----
LOCATION CORDOVA, NC I NS TALL AT ION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
6 ss
RECOVERY Hnu
BLOWS % (ppm) DEPTH
1-1
I -1
80 0
40-50 50
0-0
45
50
60
65
70
75
80
85
trans1t1on zone: 70 % slightly to heavily weathered
feldspar and granite; becoming more competent with
depth; medium to coarse grained, mostly angular to
sub-angular sand; heavy black stain; some iron stain.
BORING TERMINATED AT 59.0 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. UM-2
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION ------=-C--=0--=-RccD....cOc....Vc...cA=..cN_C=-------INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
NO. TYPE BLOWS % (ppm) DEPTH
ss
2 ss
1-2
2-3
80 0
10-8 65
7-8
5
10
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -fine grained; poorly graded; angular to
sub-angular; trace of coarse grained.sub-round; brown to
red/brown; trace of quartz pebbles.
SAND (SP) -medium grained;dense;sub-angular; trace of
coarse, sub-round, orange; some white inclusions.
15-~..+------------------------l a·,. SAND (SW) -medium to coarse grained; well graded;loose;
3 ss
4 ss
6-10 60
14-18
7-10
5-7
50
0
~
0
GENERAL NOTES
DATE STARTED JUL 31 95
20
25
30
35
DATE COMPLETED JUL 31 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
f; slightly moist; some quartz pebbles.
,;.· ..
SIL TY SAND (SM) -fine grained with trace of medium to
coarse grained; orange to orange/brown; some iron stain;
slightly plastic; trace of mica.
a·> -me to coarse grame ; we gra e ; angu ar ."·.·;,; -· · to sub-angular, sub-round to round; tan to cream; some
f. quartz pebbles.
WATER LEVEL OBSERVATIONS
WHILE DRILLING ~ 24.0 FT. -----~~~----
AT COMPLETION ! ------------
A FT ER DRILLING
CAVE-IN: DATErflME
WATER: DATE/TIME
_____ 01:11rn ______ _
DEPTH
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flMT LOG OF TEST BORING BORING NO. ___ U::.:M=-=-2=----
SHEET NO. 2 OF_---=2 __
• ~OJECT NAME MACON-DOCKERY PROJECT NO. _ __:_7.::.00::..:1:.:.7:..:.2:.:.7 __
LOCATION ___ __::::C..::c:Oc.:.R:::D:..:Oc:...V:....:A.::.··c..:N..:..C:::.._ __ _ INSTALLATION ____ _
CONTRACTOR ____ __oG~Z~A~----SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
6 ss
7 ss
RECOVERY
BLOWS %
1-18 70
24-17
35-50 30
0-0
Hnu
(ppm) DEPTH
-
0 50-
-
-
-
-
55-
-
-
-
-
60-
-
-
-
65-
-
-
-
-
70-
-
-
-
-
75-
-
-
-
-
80-
-
-
-
-
85-
-
GRAVEL (GW) -medium to coarse grained; well graded;
some medium to coarse grained sand.
-transition zone: 70% heavy to slightly weathered
feldspar; some medium to coarse grained, angular to
sub-angular sand; black and iron stained.
-as above.
BORING TERMINATED AT 64.0 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. UM-3
SHEET NO. 1 OF 1
MACON-DOCKERY PROJECT NO. 70017.27
LOCATION CORDOVA NC ----~-~-~-----INSTALLATION ------
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBS ER VA TIO NS INTERVAL
NO. TYPE
ss
2 ss
RECOVERY
BLOWS %
1-1 65
2-2
3-9 60
11-17
Hnu
(ppm) DEPTH
0
5
¥'. 15
SAND (SP) -fine grained with trace of coarse grained;
poorly graded; dry; loose; brown; organic matter.
SAND (SP) -fine grained; poorly graded; slightly moist;
loose; brown to orange/brown to orange; black stain.
3 ss 9-15 50 0 20-ii«,,t--;s-;-=------a-;=-;:..=---;,,=---,~-,-----~-.---,-,--i
<ii. SAND and GRAVEL (GW) -fine to coarse grained; mostly
~ sub-round; brown to orange/brown. 16-17
.L"'" ~
25 ~ 0 ~ --~"
4 ss 1-45 65 0 30-B?;;,j--,:,-r<TT'S,O.l"'r.-U77'~---::=-==:c:-i:====::-:-.=;;-;::r--j -wet; p ast1c; row orange; trace o
13-10 coarse grained sand; sub-round; imbedded feldspar.
35-M+---:-:-~:=------c-c-----;;,;,;-;;,--,.-,.:c:.--,,:,c:-::-:;:-::-::c:-:;;-,,-,=,:-:-::-::-----1
trans1t1on zone: 70 % slightly weathered feldspars
GENERAL NOTES
DATE STARTED
DATE COMPLETED
JUL 24 95
JUL 24 95
RIG ACKER AD-II --------------
CREW CHIEF J. HALLMAN --~-~~~----
LOGGED WVS CHECKED WVS
and granite pebbles.
Auger Refusal
WATER LEVEL OBS ERV A TIO NS
WHILE DRILLING ¥'. ____ '°'15'-'-.0"--"-F..c.T.,_. ___ _
AT COMPLETION ! __________ _
AFTER DRILLING
CAVE·IN: DATEfflME
WATER: DATE/flME
_____ DEPTII ______ _
DEPTH
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LOG OF TEST BORING BORING NO. UM-4
SHEET NO. 1 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. ------'-7-"00"'l'-'-7"".2'-'-7 __
LOCATION ____ C=O.::cR:=D....::O:...cVc..c.A=-z,_:NccC=----INSTALLATION ____ _
CONTRACTOR -----~G~Z~A,___ ___ _ SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
NO. TYPE BLOWS % (ppm) DEPTH
ss 1-1 70 0
2-3
5
2 ss 5-4 95 0 10
16-27
15
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -fine grained; poorly graded; trace of medium
grained; loose; angular to sub-angular; some sub-round;
brown to red/brown; organic matter; slightly moist.
SAND (SP) -fine grained; poorly graded; angular to
sub-angular; tan/cream/light brown; wet.
3 ss 2-3
4-5
70 0 20-,.,-,i,!--.,,--._-.---.-=---,;=----,------.,-.,.-,,:-:;--.-.,....,,.,-::-:-::-:;-~,-,-:::-,-::-:c:.----\ GRA VEL (GP) -poorly graded; some medium grained
25
4 ss 1-9 50 0 30
10-15
35
GENERAL NOTES
DATE STARTED JUL 24 95
DA TE COMPLETED JUL 24 95
RIG ACKER AD-II
CREW CHIEF J. HALLMAN
LOGGED WVS CHECKED WVS
sand; sub-rounded; silt.
SIL TY CLAY (CL) -some well graded medium to coarse
grained gravel; wet; plastic.
trans1t1on zone: 70 % slightly to heavily weathered
feldspar and granite; heavy black stain with some
iron stain; some angular to sub-angular, medium to
coarse grained sand.
WATER LEVEL OBSERVATIONS
WHILE DRILLING ¥'. ____ ..!..7,.,,.0c...,F'---'T'-'.----
A T COMPLETION ! __________ _
AFTER DRILLING
CAVE-IN: DATE/flME
WATER: DATE/TIME
_____ DEPTH ______ _
DEF'TH
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LOG OF TEST BORING BORING NO. UM-4
SHEET NO. 2 OF 2
MACON-DOCKERY PROJECT NO. 70017.27 -------
LOCATION ____ C_O_R_D_O_V_A~,_N_C ___ _ INSTALLATION
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
RECOVERY Hnu
BLOWS % (ppm) DEPTH
10°50 5
0-0
45
60
65
70
80
85
transition zone: 70% slightly weathered feldspar
and heavy weathered granite; heavy black stain; some
medium to coarse grained. angular to sub-angular
sand.
BORING TERMINATED AT 79.0 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. UM-5
SHEET NO. 1 OF 1
MACON-DOCKERY PROJECT NO. -----'-70-'-'0=1"-'7.=2-"-7 __
INSTALLATION LOCATION ____ C_O_R_D_O_V_A~,_N_C ___ _
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
NO. TYPE BLOWS % (ppm) DEPTH
ss 1-1 45 0
1-1
¥'
5
2 ss 0-0 0 10
10-12
15
3 ss 20
25
4 ss 30
35
GENERAL NOTES
DATE STARTED AUG 16 95
DATE COMPLETED AUG 16 95
RIG ACKER AD-11
CREW CHIEF R. NEWBY
LOGGED WVS CHECKED WVS
'"' 'ff-,t,
~
£'~
~
!'Q ~ ;-
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -fine grained; angular to subangular; some
subround; red/brown grading to brown; loose; lower portion
fine to medium grained; some slightly clayey; organic
matter; moist.
SAND with GRAVEL (SW-GW) -fine to coarse grained;
angular to subangular; gravel is medium to coarse grained;
some iron staining.
-no samples due to slough filling the auger flights.
BORING TERMINATED AT 36.5 FEET
Auger· Refusal
WATER LEVEL OBSERVATIONS
WHILE DRILLING ¥' ____ -=3~.0'--'F'--T"-'''-------
AT COMPLETION ! ------------
A FT ER DRILLING
CAVE-IN: DATEfflME
WATER: DATE/TIME
_____ DEPTH ______ _
DEPTH
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LOG OF TEST BORING BORING NO. UM-6 -------
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27 -~~~~--
LOCATION ____ C'--O~R'--D_O~V~A,_N'--C-=-----INSTALLATION
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
RECOVERY Hnu INTERVAL
NO. TYPE
-------<
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
BLOWS % (ppm) DEPTH
ss
2 ss
3 ss
4 ss
1-3 75 0
2-3
4-6
8-6
1-1
1-2
65
70
4-10 40
13-12
0
0
0
GENERAL NOTES
5
10
15
20
25
35
DATE STARTED AUG 17 95
DATE COMPLETED AUG 17 95
RIG ACKER AD-11
CREW CHIEF R. NEWBY
LOGGED WVS CHECKED WVS
• · SAND (SW) -well graded; fine to medium grained; trace of ,::-:~ coarse grained; angular to subangular; loose; red/brown to ..
• brown . . ·-.-~
<ii-SAND with GRAVEL (SW-GW) -fine to coarse grained;
~ angular to subangular; brown to red/orange; wet; gravel is
,...~ medium to coarse grained; trace of cobble size.
'i:1:
!<Q
~ "a-.,, •
SAND with GRAVEL (SW-GW) -fine to coarse grained;
angular to subangular; brown to red/orange; gravel is
medium to coarse grained; trace of cobble size.
transmon zone: 40% heavy weathered feldspar.
biotite and mica.
WATER LEVEL OBSERVATIONS
WHILE DRILLING g 7.0 FT. ------------
AT COMPLETION ! ------------
AFTER DRILLING
CAVE-IN: DATEfflME
WATER: DATE/TIME
_____ DEPTH ______ _
DEPTH
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LOG OF TEST BORING BORING NO. ___ U"'M:.:.::..._-6"----
SHEET NO. 2 OF 2
OJECT NAME MACON-DOCKERY PROJECT NO. _ __;_7..::.00"'1:..:.7..::.2:..:.7 __
LOCATION --------=c..cco-=-R=D~O~V~A=--'N-'-C-=-------INSTALLATION ____ _
CONTRACTOR ____ __cG~Z~A-=--------SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu ~--i
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
NO. TYPE BLOWS % (ppm) DEPTH
5 ss NA
45 -heaving sands; no sample.
Auger Refusal
55
60
65
70
75
80
85
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LOG OF TEST BORING BORING NO. .UM-7 --~-~--
SHEET NO. 1 OF 2
MACON-DOCKERY PROJECT NO. 70017.27 --'-'---'-"-'-"~--
LOCATION CORDOVA NC ----=--..c.=-='---=--'-'-':L..-'-'----=-----1 NS TALL A TION ____ _
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY Hnu
r------1
NO. TYPE BLOWS % (ppm) DEPTH
ss 1-3 65 0
3-8
5
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -poorly graded; very fine grained; angular to
subangular; loose; dry; red/brown; organic matter.
2 ss 5-7 80 0 IQ-+.,-,.--.+-=---~----------------, SIL TY SAND (SM) -poorly graded; very fine grained;
10-13
15
3 ss 6-10 60 0 20
15-15
25
4 ss 6-10 60 0 30
13-18
35
GENERAL NOTES
DATE STARTED AUG 2195
DATE COMPLETED AUG 21 95
RIG ACKER AD-11
CREW CHIEF R. NEWBY
LOGGED WVS CHECKED WVS
subangular to subround; mostly loose; slightly moist;
red/orange to light orange; iron staining; black staining.
CLAYEY SILT (ML) -wet; plastic; some sand; medium
grained; mostly sub round; orange.
CLAYEY SILT (ML) -wet; non-plastic; slightly stiff;
lower portion contains 30% slightly weathered feldspars.
WATER LEVEL OBSERVATIONS
WHILE DRILLING ~----~1~8-~0~F~T~·----
AT COMPLETION !'. __________ _
AFTER DRILLING
DEPTH CAVE-IN: DATE/TIME
WATER: DATE/fIME
------------
DEPTII
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LOG OF TEST BORING
MACON-DOCKERY
LOCATION CORDOVA NC -------~-----
CONTRACTOR GZA
DRILLING METHOD HOLLOW STEM AUGER
BORING NO. UM-7
SHEET NO. 2 OF 2
PROJECT NO. ---'-7-=--00'-"1'-'-7-"'.2'-'-7 __
INSTALLATION ------
SURFACE ELEV.
BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS INTERVAL
NO. TYPE
5 ss
6 ss
RECOVERY Hnu
BLOWS % (ppm) DEPTH
6-10
13-18
60 0
11-15 45 0
20-50
45
50
55
60
65
70
75
80
85
transition zone: 70% very heavy to slightly
weathered feldspar and granite; trace mica.
BORING TERMINATED AT 54.5 FEET
Auger Refusal
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LOG OF TEST BORING BORING NO. MW-23 -----'-'-''-'-'----=-"--
SHEET NO. 1 OF 1
OJECT NAME MACON-DOCKERY PROJECT NO. ----'7-"-00=--=1:..;.7..c.c.2:..;.7 __
LOCATION ___ __:c:C.c::.Oc.=.R==D:...:O=--V:...:A=--cNc..cC=-------INSTALLATION ____ _
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY MOISTURE
NO. TYPE BLOWS %
ss 1-1 65
2-3
2 ss 1-3
1-2
60
% DEPTH
5
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -poorly graded; very fine grained; angular,
some subangular; brown to gray/brown; organic matter.
SAND with GRAVEL (SW-GW) -fine to medium grained;
angular to subangular; gravel is medium to coarse grained;
sand gray-gray/brown; lower portion becoming clayey.
3 ss 6-2
2-3
55 10-mY---=..a..,.--,c;-.----.-.-,---,=--------,,,.--,--------:--c,,-----.-.,-c-------i SILTY CLAY (CL) -some silt; wet; stiff; plastic;
4 ss
5 ss
6 ss
1-2
3-5
45
1-7 50
10-13
5-13 30
15-50
25
orange-cream-gray.
transllion zone: 45% heavily weathered feldspar;
heavy black staining; some silt.
trans1t1on zone: 65% heavy to slightly weathered
feldspar and granite, mica, biotite; sand is coarse
grained subround.
7 ss 0 0 30-1>-"''l----------------------j
35
GENERAL NOTES
DATE STARTED SEP 6 95
DA TE COMPLETED SEP 6 95
RIG ____ ,_,A""C""KE=R"--'A=D----'-1'-"l ___ _
CREW CHIEF ___ ;,R,,_ . ..,_N'-"E=--'W~B~Y __ _
LOGGED WVS CHECKED wvs
heaving sands; no sample.
BORING TERMINATED AT 32.0 FEET
Auger Refusal
WATER LEVEL OBSERVATIONS
WHILE DRILLING ¥'. ____ ,::!4_,_,.0'-'F'---T"-'.'------
AT COMPLETION ! __________ _
AFTER DRILLING
CAVE-IN: DATE/TIME
WATER: DATE/flME
_____ DEPTII ______ _
DEPTH
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LOG OF TEST BORING BORING NO. ---'-'M.:..W~-2:..:4c___
SHEET NO. 1 OF 1
MACON-DOCKERY PROJECT NO. -~7-=-00-'-'1'-'-7""'.2'-'-7 __
LOCATION ------"'C-=O--=-R=D:...:O:...V:...:A=2,c.cN-'--C~ __ _ INSTALLATION _____ _
CONTRACTOR GZA SURFACE ELEV.
DRILLING METHOD HOLLOW STEM AUGER BOREHOLE DIA. 3.5 IN.
SAMPLING NOTES
INTERVAL RECOVERY MOISTURE
NO. TYPE BLOWS % % DEPTH
SS I-2 65
2-3
2 ss
3 ss
4 ss
5 ss
6 ss
7 ss
8 ss
2-I
1-3
10-7
2-3
60
50
2-4 60
6-9
8-16 100
20-19
1-17 50
38-46
1-25 55
38-47
22-50 15
GENERAL NOTES
DATE STARTED SEP 6 95
5
IO
20
30
35
40
DATE COMPLETED SEP 6 95
RIG ACKER AD-11
CREW CHIEF R. NEWBY
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
SAND (SP) -poorly graded; very fine grained; angular to
subangular; brown; organic matter.
"; SAND (SW) -well graded; very fine to coarse grained;
,· angular to subround; gray to dark gray; wet; traces of clay;
•\ plastic; silty.
transmon zone: 45% heavily weathered feldspar;
dark gray to black; mud-like material.
transmon zone: 65 % slightly weathered feldspar
and granite, mica; heavy black stain.
BORING TERMINATED AT 38.5 FEET
Auger Refusal
WATER LEVEL OBSERVATIONS
WHILE DRILLING :g ____ _,4_,_,.0'--'F,_T°"'.'-----
AT COMPLETION J __________ _
AFTER DRILLING
_____ DEPTI-1 ______ _
LOGGED WVS CHECKED WVS
CAVE-IN: DATEfTIME
WATER: DATE/TIME DEPTH
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PMT REIJ,DIA'. ACTION WORK PLAN OCTOBER 1994 .l,4ACON!DOCKERY SITE APPENDIX C
CQA Inspection Report
DATE: 9-Zo-'i.5
PROJECT: ',) QCC,J Ii) 0(.,1$:<,ii i IQAT DISCIPLINE: ______________ _
PROJECT NO.: ____;+c..:0:.,0:.1.•-'-'-'.,_'-'.,."------
CLIENT es s / ,gp c7 -oe p I ~
CONTRACTOR: __,G'-"z'-"----------
REPORT PREPARED BY: --=:,eeL1<1 '-------------
REMEDIAL ACTION COORDINATOR _________ _
RESIDENT CQA ENGINEER: ::S-"'r'£> i?,11.,,,,jt
REFERENCED DESIGN PLANS & SPECIFICATIONS: 'Rcf<G'I/'•( "?..,]: \,/Ql',)$1'),e,,/ :S'cct;,~ OJ,~)-}
MONITORING, INSPECTIONS, & TESTING PERFORMED: 0
DISCREPANCIES & NONCONFORMANCES: ljudi:I:
NOTIFICATIONS & CORRECTIVE ACTIONS ,!ot1k
TESTING RESULTS (include CQA laboratory) -4/4
ADDITIONAL COMMENTS:
(3rJ»' Sc L LiJ PJ<..-, ,·o, N/td:l>?:rtL fc<«-' a D19Sla+: {,j).5' ¥:L ':tO hl.'4t t1&t7u-L '
ATTACHMENTS INCLUDED:
I.\WP'l70\71Xl1 n1 .RAWlcdliM
SIGNED: * «!"?' /l-Mo, ~
IQAT Member
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R'-'T R'c'-'E~"L ACTION WORK PLAN ,..-<~Or,, DOCKERY SITE OCTOBER 199'
APPENDIX C
CQA Inspection Report
PROJECT: . ,\ £,(',C,i Ii) "'-:lS:<-13 'j
PROJECT NO.: _+::;;O""Oe,•.:.....,"-,__ .. e;.· -----
CLIENT e § • / ,,u, (, . ., p r ~
CONTRACTOR: --"''-='-""--------
IQAT DISCIPLINE: ______________ _
REPORT PREPARED BY:--=:;""",'------------
REMEDIAL ACTION COORDINATOR ________ _
RESIDENT CQA ENGINEER: 3";,.p,g', 3>1uolt-::fu
REFERENCED DESIGN PLANS & SPECIFICATIONS: Re fco,.,,,4 ,1 ru ,4nMv,,,,,; ;,,s.\:, ar' ns-u
MONITORING, INSPECTIONS, & TESTING PERFORMED: Q<cowi°s9 oafl'>1\ ,.,," 1-;11,-.,, o;nei
DISCREPANCIES & NONCONFORMANCES:
NOTIFICATIONS & CORRECTIVE ACTIONS
TESTING RESULTS (include CQA laboratory) ,_,/,,,
ADDITIONAL COMMENTS: t.,,..,LL m4:tra,'adJ us,,J el! o,,w·kk
Ci) Ip. r+,t,,h.ts .Sf1r<' .Sctl-4;(,/ p,o/O riot G>. ID' ltei,dr1r etc:;., ?·cc, {i) Poti-oer< ,, ..... 1
I ATTACHMENTS INCLUDED:
I ,
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SIGNED: ~11 ,,...., ,A,,, .,JI':
'IQA T Member
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cur RE'-CE:· ,._ ACTION WORK PLJ.N 1','\CONIOOCKERY SITE OCTOBER 1994
APPENDIX C
CQA Inspection Report
PROJECT: '. 1\ QC.Cr! Ii) OS,,,1$$,s:j
PROJECT NO.: _.,~o=-=o"-"""'"'.,,'--"1-'-------
CLI ENT ai s /,g,> <2-2<f I
CONTRACTOR: -"'-",.'"'--------
DATE: g•-7.1-55
IQAT DISCIPLINE: ______________ _
REPORT PREPARED BY:--=-~""""-----------
REMEDIAL ACTION COORDINATOR ________ _
RESIDENT CQA ENGINEER: 3.,_I'li'";, i:,11,1,,,w\;
REFERENCED DESIGN PLANS & SPECIFICATIONS: Sic frorn,, 2-.?..,J i./oGlsl'>e,_, 5s<-t; ,c "J-'dl
MONITORING. INSPECTIONS, & TESTING PERFORMED: 0.,011 ·s"'mrl;,,, .;n \, ;0 ,-.,, e,;,.,1 J ' I
DISCREPANCIES & NONCONFORMANCES:
NOTIFICATIONS & CORRECTIVE ACTIONS
TESTING RESULTS (include CQA laboratory) ,v;/a-
ADDITIONAL COMMENTS:
ATTACHMENTS INCLUDED:
/.~WP\70\7001721 .R.AWlc:iM,4
SIGNED: *c,r,µ} £!, ,~
IQAT Member
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cu~ '1: >EC,,1, ACTION WORK PLAN
OCTOBER 1994
l,&ACON:OOCKERY SITE
APPENDIX C
CQA Inspection Report
PROJECT: .,, OC,Ct/ Ip CX,.,\S$'?i
PROJECT NO.: _,;+e,;o'-'o""\.:.....,1..c',,~-----
CLIENT es s /?g? <z·><P I
CONTRACTOR: .....s:..e'-:.c,_ ______ _
DATE: '1-z5 -£5:
IOAT DISCIPLINE: ___________
~---
REPORT PREPARED BY:_::,=-'""------------
REMEDIAL ACTION COORDINATOR ________ _ RESIDENT CQA ENGINEER: 3".,,c,.,:; i?,,a,1,,,,jt-.,
REFERENCED DESIGN PLANS & SPECIFICATIONS: l?ef<M>1•,I, s?,,,::r ,,0a,1$1",e,2 S«.t,,r:' "JMl-l
MONITORING, INSPECTIONS, & TESTING PERFORMED: Rec owi° 59,q 1 .11\
1
...,,, 6 ; ,, ,-.., • ., >1nol
DISCREPANCIES & NONCONFORMANCES:
NOTIFICATIONS & CORRECTIVE ACTIONS Alodif
TESTING RESULTS (include CQA laboratory) ,v/ A
I
ADDITIONAL COMMENTS:
l.Jc t..L-P-t.Jrt la« m r: 1-+-
ATTACHMENTS INCLUDED:
, .... wP.10\1001 n, .,v-.w,cr:nw
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~--~----------
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:::_v• '1E 1>E: '. ACTION WORK PlAN OCTOBER 1994 .t,jACON!OOCKERY SITE
APPENDIX C
CQA Inspection Report
DATE: 9-U,-£[
PROJECT: • 1\ P,CC,-l I i) °',,,!5:l,il, i IQAT DISCIPLINE: ______________ _
PROJECT NO.: _.;+~o~o""•..:.....:•:... .. .._ ____ _ REPORT PREPARED BY: ..:e:3'-"-"'' '------------CLIENT a i • / ~,u>c,.., p j t-REMEDIAL ACTION COORDINATOR ________ _
CONTRACTOR: _.:.:z.=--------RESIDENT CQA ENGINEER: 3'.,,r,£> ¢11,1,,,w\;
REFERENCED DESIGN PLANS & SPECIFICATIONS: Re f,a,,,,,>. '1m:r <JnG'Sl!'>e.., :,;ct••r' "1-vH
MONITORING. INSPECTIONS, & TESTING PERFORMED: Rec ee 1·5A"'! ,.,,,,
1
.,, 11 ; ,. "" " & ,,,.,
DISCREPANCIES & NONCONFORMANCES: Not1t£
NOTIFICATIONS & CORRECTIVE ACTIONS Nq,uf;
TESTING RESULTS (include CQA laboratory) ,,,_/~
ADDITIONAL COMMENTS:
ATTACHMENTS INCLUDED:
SIGNED: f//1l/H .,(3,t!>,.,j/!J'
IOAT Member
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_"'JT c;,,c::,1AL ACTION WORK PLAN .W,,,CONiOOCKERY SITE OCTOBER 199<
APPENDIX C
CQA Inspection Report
PROJECT: ·•)AC Cr/ / v 0<,,,1$:',,1 i
PROJECT NO.: --'.-""o"'o,,_-..,__,,.c.;'l-'-------
CLIENT ss•l~R?<,•,,p j '
CONTRACTOR:-""''-"'---------
DATE: _ _.:i9c:.·.:.2..:I.t:.:.· J..15~-------
IQAT DISCIPLINE: ______________ _
REPORT PREPARED BY:_::;=-'-''"'------------
REMEDIAL ACTION COORDINATOR ________ _
RESIDENT CQA ENGINEER: :5~c"',:, i?,, ,,, rJ;Jt.
REFERENCED DESIGN PLANS & SPECIFICATIONS: l?efrnst1•,4 ~co1: ,JoG,)<\!"e,) :i«,t•,r' 01,,,u
MONITORING, INSPECTIONS, & TESTING PERFORMED: 0 ,, 0., · SArnf, '>1• .,, c, : ,. ,-., _ 0 ;,01 ) 'I
DISCREPANCIES & NONCONFORMANCES: l(o,Ji;
NOTIFICATIONS & CORRECTIVE ACTIONS
TESTING RESULTS (include CQA laboratory) N,0
ADDITIONAL COMMENTS:
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ATTACHMENTS INCLUDED:
l.'1.WP..70\7001 n1 .RA,W1am..
SIGNED: p,,.,,,,J Iv,, ddu dd
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AMT RE>.<EDIAL ACTION WORK PLAN
OCTOBER 199< !,jACONIDOCKERY SITE
APPENDIX C
CQA Inspection Report
DATE: __ 9i..:·;.!;'I._.~"--7,._,r:'----------
PROJECT: ·,,-occri /;, "'-rlS:<-il-~ IQAT DISCIPLINE: ______________ _ PROJECT NO.: _+'"'o""'o'-'-..,,......;•c...-._ ____ _ REPORT PREPARED BY: ....=:r.J.12 __________ _ CLIENT s,, /,gp c, . .,p I ~ REMEDIAL ACTION COORDINATOR ________ _ CONTRACTOR: --""',.'-"--------RESIDENT CQA ENGINEER: 3"-'m:<:"a 2,,.,1,,,jt,,
REFERENCED DESIGN PLANS & SPECIFICATIONS: Refcaw••lo ><co:I 1.,,GlS~•I S;s-t;,r' OJ.'<:'rl
MONITORING, INSPECTIQNS, & TESTING PERFORMED: P<c 0.,
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TESTING RESULTS (include CQA laboratory) 1,1!&:
ADDITIONAL COMMENTS: Q,,,·il
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AMT REMEDIAL ACTION WORK PL.AN OCTOBER 199, ,wACON!OOCKERY SITE
APPENDIX C
CQA Inspection Report
DATE: ---~=-·.::.22,_-_.f~( _______ _
PROJECT: , ,, occd / ? &1S1-~ '1 IQAT DISCIPLINE: ______________ _ PROJECT NO.: __;+:,;.:o._,oci.-..:....,•:...-;.;:;._ ____ _ REPORT PREPARED BY:--=:;""",'------------
CLIENT e Ii• / i>R? c,.,, p ' REMEDIAL ACTION COORDINATOR ________ _
CONTRACTOR: -"'-",.""--------RESIDENT CQA ENGINEER: 3""~':f> i311,1,1,•-:\t,
REFERENCED DESIGN PLANS & SPECIFICATIONS: l?c fro,.,,,?, ~,..,;s ,o1o"-"l'x<>.,1 ;,;s,l:;,r' crrs•J
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AMT AEMEDIAL ACTION WOAK PLAN
OCTOBER 199, .W.,.CONIDOCKERY SITE
APPENDIX C
CQA Inspection Report
PROJECT: '. •\ (,C,Cc/ I ;:, "S--IS:<1,1 !OAT DISCIPLINE: ______________ _ PROJECT NO.: __;+!c,O~O~•~ ... c...:"1-!:.._ ____ _ REPORT PREPARED BY: --"'::s-"""', '------------CLIENT a••t?B'2<:a•up I REMEDIAL ACTION COORDINATOR ________ _ CONTRACTOR: -"'c.!:t.J:,..... ______ _ RESIDENT CQA ENGINEER: 3"Ap,.,2 i;,11,1,2,•:\t
REFERENCED DESIGN PLANS & SPECIFICATIONS: J?eftas>'••~ ~oi ,.,aGl<\">e,2 s,s-t•»r' "1-x:l-l
MONITORING, INSPECTIONS, & TESTING PERFORMED: P<cew,· 59.,r, . .,.,
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NOTIFICATIONS & CORRECTIVE ACTIONS
TESTING RESULTS (include CQA laboratory) 61,U
ADDITIONAL COMMENTS: owcr:h t,1-1,LL Pt+4':;1rn.,11 I-
ATTACHMENTS INCLUDED:
SIGNED: *<lrtcd .d.~
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APPENDIX C
CQA Inspection Report
PROJECT: • 1\ AC Ct/ I j) 0<,.,1$-<.,l i
PROJECT NO.: _..;+,:,,os,oe1.'\....., ... :,_;"l-~-----
CLIENT e § s I ;,gp c,.,, e r ..
CONTRACTOR:---"'-",.""---------
IQAT DISCIPLINE: ______________ _
REPORT PREPARED BY: _.,::s-"-"', __________ _
REMEDIAL ACTION COORDINATOR ________ _
RESIDENT CQA ENGINEER: 3'"-"m<>S 311,' ,,,7:t
REFERENCED DESIGN PLANS & SPECIFICATIONS: 'ilcfra,11,,~ -1.,,:i: ,o1aG1s\t»e,2 S;s,t,,r' l'J.\«U
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ADDITIONAL COMMENTS:
ATTACHMENTS INCLUDED:
SIGNED: ~1.,... t~lh1l>"-:I.Wl...."-'./JS:.:..11.,L ... "''"'""',#:,:_::__ _____ _
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l:\WP\7~7001721 .RAW1cdliW
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OCTOBER 1994 .ijACONIDOCKERY SITE
APPENDIX C
CQA Inspection Report
PROJECT: '•)fX-Cr/ / PP<--IS:<\l-i
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IQAT DISCIPLINE: ______________ _
PROJECT NO.: _+'-'o""o"""'"'"'"'"-~"+---------REPORT PREPARED BY:_::;=--"-'"'------------CLIENT a• s /;,gp c., • .,0 r ,. REMEDIAL ACTION COORDINATOR ________ _ CONTRACTOR: _,."'z."'--------RESIDENT CQA ENGINEER: ::S-"'r':I':> i311,,,,,j\;;
REFERENCED DESIGN PLANS & SPECIFICATIONS: Re rca,.,,,4 -101 iJoBlSl!',e,/ :is.t1,,. OJ.v:i-1
MONITORING, INSPECTIONS, & TESTING PERFORMED: R<ceei°s9 .,.,,1·v,, ,='< c6 ;-,,-., 1-.,.;,r,1
DISCREPANCIES & NONCONFORMANCES:
NOTIFICATIONS & CORRECTIVE ACTIONS
TESTING RESULTS (include CQA laboratory) ,., /,...
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ADDITIONAL COMMENTS: De· 11 4
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SIGNED: *, ,.,.,(3, 4 ,, ,»-
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OCTOBER 1994 .!,£ACON!DOCKEAY SITE
APPENDIX C
CQA Inspection Report
PROJECT: ·,, QCc.J /;:, o,,.:r,.$il'f IQAT DISCIPLINE: ______________ _ PROJECT NO.: .__;+,:,:o"'o'-1.-.~"1.a...:"l-,:._ ____ _ REPORT PREPARED BY:-='::,..,,_,,,, __________ _ CLIENT e • s I ;gp c,,., 0 i ~ REMEDIAL ACTION COORDINATOR ________ _ CONTRACTOR: ~'-"~"-'--------RESIDENT CQA ENGINEER: 3°'Ac,s::. i311,1,,,wh
REFERENCED DESIGN PLANS & SPECIFICATIONS: l?c f,a,u,,i 'i2..,:; ,,,a,)S~,) :av,1:s»r! OJ.\ocH
MONITORING, INSPECTIONS, & TESTING PERFORMED: R<r0>1i'S'lmf)'>I\ 1,/<LC ""''' H»;noi
DISCREPANCIES & NONCONFORMANCES: Al.,,.,,,
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TESTING RESULTS (include CQA laboratory) ,.,;4
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OCTOBER 1994 M,A.CON!OOCKERY SITE
APPENDIX C
CQA Inspection Report
DATE: _ __._f.zo_•,..<,'-·~9 .. <..__ ______ _
PROJECT: ,,, oc,cr1 Ip !?S--'6.._,,,, I "T
IQAT DISCIPLINE: ______________ _ PROJECT NO.: _+'-o""'o""•....a.,_'--.,---------REPORT PREPARED BY: ...,aa::l'....,.., ----------'---CLIENT Sis /?gp <2·><P I REMEDIAL ACTION COORDINATOR ________ _ CONTRACTOR: z. ~~~------RESIDENT CQA ENGINEER: 3",,.m<>:, i?,11,1 ,uj\;
REFERENCED DESIGN PLANS & SPECIFICATIONS: 'ilefcns>1•,4 ~,.,1 •iloP-l<~,/ $s1,t••r:! n 4u
MONITORING, INSPECTIONS, & TESTING PERFORMED: Qccoe
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NOTIFICATIONS & CORRECTIVE ACTIONS
TESTING RESULTS (include COA laboratory) t,1(,±
ADDITIONAL COMMENTS:
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SIGN ED: ~ ,.(2,,,, 1 _ ,,,,d1-
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AMT REMEDIAL ACTION WORK PLAN OCTOBER 1994 .!,&ACONIDOCKERY SITE
APPENDIX C
CQA Inspection Report
PROJECT: '•\ ACCr! I j) "'-,,1<:<,,"1,i
PROJECT NO.: __;+"-'o:.,o:..,."\.,.._,-,.._+'-------
CLIENT e ii• / ?81' c, . ., 0 I ~
CONTRACTOR: _,.c=z.=--------
IQAT DISCIPLINE: ______________ _
REPORT PREPARED BY:-"::;""",~----------
REMEDIAL ACTION COORDINATOR ________ _
RESIDENT CQA ENGINEER: 3".-c,.,::, i?,, ,,1,u:fu
REFERENCED DESIGN PLANS & SPECIFICATIONS: Sic f,0 ..,,,4 'i?o::r 1,,00,1<.~.,; :;,;c,t1,,., OJ.~H
MONITORING, INSPECTIONS, & TESTING PERFORMED: 0,, oe
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OCTOBER 1994 M,\CONIOOCKERY SITE
APPENDIX C
CQA Inspection Report
PROJECT: '. 1\ AC,C,J I j) 0<,,1$:<-?-:j
PROJECT NO.: _+'-'o""o"'-."--"'2.--... '-------
CLIENT e, • I ~B? c, • .,, p r .. CONTRACTOR: __,.c:z..c_ ______ _
DATE: __ 1,.;(o=-1w:a,..:;-:...'l,...Lc..... ______ _
IQAT DISCIPLINE: ______________ _
REPORT PREPARED BY:-"::,"""','----------'---
REMEDIAL ACTION COORDINATOR ________ _
RESIDENT CQA ENGINEER: ::r,,.c,:e~ j?,, 1>1rvfjt
REFERENCED DESIGN PLANS & SPECIFICATIONS: 2c frn•>''• i -1co3 "'oM$'ie,2 !is-1:i •r' "1-½:l:l
MONITORING, INSPECTIONS, & TESTING PERFORMED: P<cee
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DISCREPANCIES & NONCONFORMANCES: fJv,,,-;:
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TESTING RESULTS (include CQA laboratory)
ADDITIONAL COMMENTS:
ATTACHMENTS INCLUDED:
I :\WP\ 70\7001 n1 . RAW ltdtM
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SIGNED: X'"°'"J -13,.~-
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AMT REMEDIAL ACTION WORK PLAN OCTOBER 199; ,MACON/DOCKERY SITE
APPENDIX C
CQA Inspection Report
PROJECT: '•) AC,C,i I j) CX,,1$:<-,:?-;
PROJECT NO.: __:+c.,o:,,oe1."":.....::"'...:"'l-~-----
CLIENT a• s /?gp c.-,,0 I '"
CONTRACTOR:-"''"',.~-------
DATE: --''""o""-"",-_._,.__ _______ _
IQAT DISCIPLINE: ______________ _
REPORT PREPARED BY:_:;=""-----------
REMEDIAL ACTION COORDINATOR ________ _
RESIDENT CQA ENGINEER: ::S-.xmg:;, \?,11,Jc,J;j\;,
REFERENCED DESIGN PLANS & SPECIFICATIONS: 'ilc fro,.,,,4 ~..,:r 1.,0p,1<g:,,,,2 :>ssti•r' OJ.s,,-J
MONITORING, INSPECTIONS, & TESTING PERFORMED: 0,, ••
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RMT RE'-'EDIAL ACTION WORK PLAN
OCTOBER 199• .MACON/DOCKERY SITE
APPENDIX C
CQA Inspection Report
DATE: _ __,_1"'0-::,.1,.:z:..·'i'. .... £'----------
PROJECT: · ;) AC Cd/ ;:, "'--IS,q 1 IQAT DISCIPLINE: ______________ _ PROJECT NO.: __;+::..:•:.s•:.,.-..,__,'-:..."'1-.._ ____ _ REPORT PREPARED BY:-=:;~-----------
CLIENT e Ii• / ?fl£ c., • ., p I ,-REMEDIAL ACTION COORDINATOR _________ _
CONTRACTOR: --""',.=--------RESIDENT CQA ENGINEER: 3'.,.c,:e:. i?,11,1.,,,:lt,
REFERENCED DESIGN PLANS & SPECIFICATIONS: Sic fra,11,,, ~.,,;r 1 ,1oel<I'),,,) :,,c,t1>r' £1-!d:J
MONITORING, INSPECTIONS, & TESTING PERFORMED: 0,, 0., ·59my 1;.,. .,, 1, ; 11,., 1-Q -;,r,1 l 'l
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NOTIFICATIONS & CORRECTIVE ACTIONS ,.10,.,,;-
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ADDITIONAL COMMENTS:
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SIGNED: fww&I 12,,.,.., Je9-
IQAT Member
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Rf.fr RE~EDIAL ACTION WORK PLAN
OCTOBER 1994 M,\CONIOOCKERY SITE
APPENDIX C
CQA Inspection Report
DATE: 10--
PROJECT: ·•\C)C,C,J / i)PS,,)S-<-,3:t I -, IQAT DISCIPLINE: ______________ _ PROJECT NO.: _,;+::.,o"'oc;,,,.,_,'1.:...;';-,:__ ____ _ REPORT PREPARED BY: _,,,::s--"-"', '-----------,---CLIENT Si• /~il'i' c,.,,p r .. REMEDIAL ACTION COORDINATOR ________ _ CONTRACTOR: _,.:.::'-cc__ ______ _ RESIDENT CQA ENGINEER: 3"Am<>'a 2i11wo-ltjt;,
REFERENCED DESIGN PLANS & SPECIFICATIONS: l?cfcns>1·,~-'i?,..,;s ,~aa,'J<...,.,,,2 ;,;s,l:;,r' OJ-'-U
MONITORING, INSPECTIONS, & TESTING PERFORMED: Rccowi°s9.,,1 • .,,,
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DISCREPANCIES & NONCONFORMANCES:
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TESTING RESULTS (include CQA laboratory) t,1(,:,
ADDITIONAL COMMENTS:
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OCTOBER 199• ,W.CON/OOCKEAY SITE
APPENDIX C
CQA Inspection Report
PROJECT: '. 1) AC-Cr! I i) 0.:,,\$~,,i
PROJECT NO.: _+;:;,;O::.,:Oe;.:....:°'"'-:..+~-----
CLIENT a•• /,gp <a-»tf i
CONTRACTOR:--"'"',."'-------
DATE: _.J.1..,o:.:.-1J&..:.:.L.ar'----------
IQAT DISCIPLINE: ______________ _
REPORT PREPARED BY: .....:e.:S.lo.'li!.-----------
REMEDIAL ACTION COORDINATOR ________ _
RESIDENT CQA ENGINEER: :::S-"'r':<>> ¢11,1c,1,:Jt,,
REFERENCED DESIGN PLANS & SPECIFICATIONS: Rcfca,.,,,1 ~..,1 '"•"-IS,..,..,; :iss-t••c: !?1-'«H
MONITORING, INSPECTIONS, & TESTING PERFORMED: R<rewi°..,,..,.,,"'", ,-In 1 ;,.,-,,. 0 ,;,.1
DISCREPANCIES & NONCONFORMANCES: ,.; .,:-
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TESTING RESULTS (include CQA laboratory) ,di+
ADDITIONAL COMMENTS:
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SIGNED: <f:--1 ,,B, ,.,.,{ir
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OCTOBER 1994
M,4CON!DOCKERY SITE
APPENDIX C
CQA Inspection Report
DATE: {O-/J-55
PROJECT: ·,\AC-Pr!/? "'-,,1$-<i?-1 IQAT DISCIPLINE: ______________ _ PROJECT NO.: _+..;•:.,•:.i."".:.....;-..'-"1-...__ ____ _ REPORT PREPARED BY:-"':;-""",'-----------CLIENT ei • /,a£ <r><P l REMEDIAL ACTION COORDINATOR ________ _ CONTRACTOR: -"''='-.t!.-_____ _ RESIDENT CQA ENGINEER: 3".-c,f!i 311,,,2t:fu
REFERENCED DESIGN PLANS & SPECIFICATIONS: l?c fcat>''•? '1cu >4«'-'J<~,I s,.,t,,r' "J¥>:J
MONITORING, INSPECTIONS, & TESTING PERFORMED: Per eeis.,..,,1 . .,\
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ADDITIONAL COMMENTS:
ATTACHMENTS INCLUDED:
SIGNED: f::mu-tL,,.,., tr
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OCTOBER 1994 .l,IACONIOOCKERY SITE
APPENDIX C
CQA Inspection Report
DATE: __ 1.,.Q'""·.,_/J-'-'-:-.... 9.a-'----------
PROJECT: . ,\!¥-Cr/I j) O<,,\S:<il-:j IQAT DISCIPLINE: ______________ _ PROJECT NO.: ____;+c,Oc,O:,_•:....,:'-c.;+,:.._ ____ _ REPORT PREPARED BY:-"':;"""', __________ _ CLIENT e is / ,gp <a·,, p r ~ REMEDIAL ACTION COORDINATOR _________ _ CONTRACTOR: ---"'-"'-=-------RESIDENT CQA ENGINEER: ::S:,..Cl£'? 311,1r,2,,:\\;
REFERENCED DESIGN PLANS & SPECIFICATIONS: l?cfrarn•,~ ~.,,:r •./oBl<l!>e•I :iss-t;•<' '?J.l<H
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SIGNED: f-tntl A ,-a« ,J,;1--'
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