08B0004_Full_Size_Part1.pdf
PDF 25 MB Posted
- Solicitation number
- W912ES-08-B-0004
About this file
Plans/drawings part 1 of 3
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid abstract and Cert.pdf | ||
| Pool 8 Bid Abstract.xls | XLS spreadsheet | |
| Pool 8 Amendment 3.pdf | ||
| Pool 8 Amendment 2.pdf | ||
| AC113_M-P8P3S3_STPLN_C-111328.pdf | ||
| Pool 8 Amendment 1.doc | DOC document | |
| AC302_M-P8P3S3_SECT_C-330230.pdf | ||
| AC111_M-P8P3S3_STPLN_C-111126.pdf | ||
| AC301_M-P8P3S3_SECT_C-330129.pdf | ||
| 08B0004_Full_Size_Part3.pdf | ||
| 08B0004_Full_Size_Part2.pdf | ||
| 08B0004.pdf |
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PROJECT GOALS & OBJECTIVES:
GENERAL PROJECT NOTES:
1. IMPROVE CONDITIONS FOR MIGRATORY WATERFOWL.
2. CREATE HABITAT FOR NEOTROPICAL MIGRANTS,
MARSH AND WATER BIRDS AND SHOREBIRDS;
INCREASE TURTLE NESTING HABITAT; RESTORE
HABITATS FOR MAMMALS, REPTILES AND
AMPHIBIANS; IMPROVE CONDITIONS FOR THE
RE-ESTABLISHMENT OF ROOSTING HABITAT
FOR SPECIES SUCH AS BALD EAGLES AND OTHER
RAPTORS.
3. MAINTAIN/ENCOURAGE FLOWING CHANNELS.
4. PROVIDE PROTECTED DEEPWATER HABITAT.
1. ACCESS TO SITE IS BY RIVER ONLY; NO LAND
ACCESS IS AVAILABLE.
2. THE ENTIRE PROJECT SITE IS WITHIN THE RIVER
AND IS HIGHLY SUSCEPTABLE TO FLOODING AND
RIVER STAGE FLUCTUATIONS THAT MAY IMPACT
CONTRACTOR WORK PROGRESS. SEE HYDROGRAPHS
(REFERENCE DRAWINGS).
3. TOPOGRAPHICAL CONTOURS AND SITE ELEVATIONS
DEPICTED ON THESE DRAWINGS WERE DEVELOPED
FROM AERIAL PHOTOGRAPHY AND SURVEY DATA
COLLECTED OVER A NUMBER OF YEARS. THE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
ACTUAL ELEVATIONS.
4. THE LAYOUT OF THE PROJECT FEATURES AS SHOWN
SHALL BE FIELD STAKED BY THE CONTRACTOR AND
APPROVED BY THE CONTRACTING OFFICER PRIOR
TO CONSTRUCTION.
5. THE GOVERNMENT RESERVES THE RIGHT TO MAKE
MINOR ADJUSTMENTS TO ANY OF THE PROJECT
ALIGNMENTS.
6. ALL ELEVATIONS ARE REFERENCED TO MEAN SEA
LEVEL 1912 (ADJ).
7. ISLANDS MAY BE LOCATED IN A STUMP FIELD.
DUE CONSIDERATION SHALL BE GIVEN TO THE
DIFFICULTIES OF NAVIGATING AND DREDGING IN
SUCH CONDITIONS.
8. WATER DEPTHS IN THE PROJECT AREA VARY FROM 0
TO 15 FEET AT FLAT POOL ELEVATION. FLOATING
PLANT ACCESS TO THE PROJECT FEATURES MAY
REQUIRE DREDGING.
9. IMAGERY TAKEN FROM USDA FARM SERVICE AGENCY
2003 AERIAL PHOTOGRAPHY.
10. LOWEST CONTROL POOL RANGES FROM EL. 630.3
AT MILE 684 TO 630.6 AT MILE 690.
11. HYDRAULIC DREDGING PIPELINE ROUTES SHALL BE
COORDINATED WITH THE CONTRACTING OFFICER.
12. STAGING AREA IS AVAILABLE FOR CONTRACTOR USE
AT WILDCAT PARK FOR TRANSPORTING PERSONNEL
ONLY TO AND FROM PROJECT SITE. THE
BROWNSVILLE PLACEMENT SITE IS AVAILABLE FOR
CONTRACTOR USE FOR STAGING AND OFFICE
TRAILER AND LOADING MATIERAL.
G C
W J J F J S
H
G C
W J
B M
G-002
D R
A W
IN
G
IN
D E
X
G E
N E
R A
L
N O
T E
S
G E
N D
P G
M P
P
S
IN
D E
X
G .D
G N
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F il e a m e
P lo t
D a t e
P lo t
S c a le
D r a w in g u m b e r
S o li c it a t io n o
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
T
F
H
R
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R P
G
IN
E E
R S
S T
P A
U
D
IS
T R
IC
T X
X
U
M
Z
N E
N A
D
R V
Y
C O
N S
T R
U C
T
IO
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
C
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
PROJECT ALIGNMENT
POINT
FILL
SECTION CUT W/
VIEW SHOWN ON
SAME DRAWING
SECTION CUT W/
VIEW SHOWN ON
ANOTHER DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
SAME DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
ANOTHER DRAWING
X-9992
A A
X-999
DETAIL / SECTION
SUPPLEMENTAL INFORMATION
1/8"=1’-0"
X-999
2 DETAIL / SECTION
SUPPLEMENTAL INFORMATION
1/8"=1’-0"
CUT
BENCH MARK
P.I. POINT
BORING LOCATION
SECTION/DETAIL
TITLE ON SAME
DRAWING
(CENTERED UNDER
SECTION/DETAIL)
SECTION/DETAIL
TITLE ON ANOTHER
DRAWING
(CENTERED UNDER
SECTION/DETAIL)
WATER LINE
BOTTOM
CONCRETE
DIAMETER
ELEVATION
MAXIMUM
MINIMUM
ON CENTER
STATION
TYPICAL
UNLESS NOTED OTHERWISE
BOT.
CONC.
DIA.
EL.
MAX.
MIN.
O.C.
STA.
TYP.
U.N.O.
ABBREVIATIONS
GENERAL LEGEND
CROSS-REFERENCING SYMBOLS
STATE HIGHWAY
NAVIGATION LIGHT
GREEN DAYBEACON
RED DAYBEACON
DESCRIPTION
DRAWING NO. DESCRIPTION
CONSTRUCTION DRAWING INDEX
REFERENCE DRAWING INDEX
AS-BUILT
DRAWING NO.
SHEET
REF.
DAM8PDC_D1
DAM8PDC_D2
DAM8PHY_H1
DAM8PHY_H1
PRODUCT I.D.
PRODUCT I.D.
ELEVATION DURATION CURVES, JANUARY - JUNE 1972-2007
ELEVATION DURATION CURVES, JULY - DECEMBER, 1972-2007
ELEVATION HYDROGRAPHS - 1998-2002
ELEVATION HYDROGRAPHS - 2003-2007
DAM8PDC_D1.DGN
DAM8PDC_D2.DGN
DAM8PHY_H1.DGN
DAM8PHY_H2.DGN
DWG. NO. 1
DWG. NO. 2
DWG. NO. 3
DWG. NO. 4
DWG. NO. 5
DWG. NO. 6
DWG. NO. 7
DWG. NO. 8
DWG. NO. 9
DWG. NO. 10
DWG. NO. 11
DWG. NO. 12
DWG. NO. 13
DWG. NO. 14
DWG. NO. 15
DWG. NO. 16
DWG. NO. 17
DWG. NO. 18
DWG. NO. 19
DWG. NO. 20
DWG. NO. 21
DWG. NO. 22
DWG. NO. 23
DWG. NO. 24
DWG. NO. 25
DWG. NO. 26
DWG. NO. 27
DWG. NO. 28
DWG. NO. 29
DWG. NO. 30
DWG. NO. 31
DWG. NO. 32
DWG. NO. 33
DWG. NO. 34
DWG. NO. 35
DWG. NO. 36
DWG. NO. 37
DWG. NO. 38
G-001
G-002
B-101
B-201
B-202
B-203
B-204
B-205
B-206
B-207
B-208
B-209
B-210
B-211
B-212
C-101
C-102
C-103
C-104
C-105
C-106
C-107
C-108
C-109
C-110
C-111
C-112
C-113
C-301
C-302
C-303
C-601
C-602
C-603
C-604
C-605
L-101
L-102
COVER SHEET
COVER SHEET-LOCATION & VICINITY MAPS-HORIZONTAL & VERTICAL CONTROL
INDEX DRAWINGS
DRAWING INDEX, GENERAL NOTES, & LEGEND
GEOTECHNICAL DRAWINGS
BORING LOCATIONS
BORING LOGS: LEGEND & GENERAL NOTES: 00-52M THRU 00-55M
BORING LOGS: 00-56M THRU 00-63M
BORING LOGS: 00-64M THRU 00-69M, 01-70M & 01-71M
BORING LOGS: 01-72M THRU 01-79M
BORING LOGS: 01-80M THRU 01-87M
BORING LOGS: 01-88M THRU 01-94M
BORING LOGS: 02-95M THRU 02-103M
BORING LOGS: 03-104M THRU 03-111M
BORING LOGS: 03-112M THRU 03-117M
BORING LOGS: 04-118M THRU 04-124M & 91-32M
BORING LOGS: 08-125M THRU 08-129M
BORING LOGS: 08-130M THRU 08-132M
CIVIL/SITE DRAWINGS
ISLAND LAYOUT, BORROW AREAS, EXCLUSION ZONES & MUSSEL AREAS-PLAN
BORROW AREAS, EXCLUSION ZONES & MUSSEL AREAS-PLAN
SITE PLAN - BATHYMETRY
SITE PLAN - BATHYMETRY
ISLAND C2A, C2B & C2C - PLAN
ISLAND C2 & C3 - PLAN
ISLAND C4 & C5 - PLAN
ISLAND N2 - PLAN
MAIN CHANNEL APPROVED SAND BORROW AREAS-PLAN & SECTION
MIDDLE SLOUGH MANDATORY MUDFLAT BORROW AREA-PLAN & SECTION
HEAD OF RAFT CHANNEL & DEADMANS SLOUGH APPR. SAND BORROW-PLAN & SECT.
SCHNICKS BAY MANDATORY FINE BORROW AREA EXCAVATION-PLAN & SECTION
ABOVE BROWNSVILLE APPROVED SAND BORROW AREA-PLAN & SECTION
ISLANDS - TYPICAL SECTIONS
MISCELLANEOUS ISLAND FEATURES - GROINS & VANES - TYPICAL SECTIONS
ISLAND ENDS - TYPICAL DETAILS
ISLANDS C2A, C2B, C2C & N2 - HORIZONTAL ALIGNMENTS
ISLANDS C2 & C3 - HORIZONTAL ALIGNMENTS
ISLANDS C4 & C5 - HORIZONTAL ALIGNMENTS
ISL. C2A, C2B, C2C, C2 & C3-MUDFLAT & SAND BORROW AREAS-ALIGN TABLES
ISL. C4, C5 & N2-FINE BORROW AREAS-ALIGN. TABLES
LANDSCAPE DRAWINGS
ISLANDS - SEEDING AND WILLOW PLANTING PLAN
ISLANDS - LOAFING STRUCTURES PLAN & SECTIONS
PG001_M-P8P3S3_COVER_G-000001
PG002_M-P8P3S3_INDEX_G-000002
PB01_M81B11025
PB02_M810LB026
PB03_M810LB027
PB04_M810LB028
PB05_M810LB029
PB06_M810LB030
PB07_M810LB031
PB08_M810LB032
PB09_M810LB033
PB010_M810LB034
PB011_M810LB035
PB012_M-P8P3S3_BLOG_B-01214
PB013_M-P8P3S3_BLOG_B-01315
PC101_M-P8P3S3_STPLN_C-110116
PC102_M-P8P3S3_STPLN_C-110217
PC103_M-P8P3S3_STPLN_C-110318
PC104_M-P8P3S3_STPLN_C-110419
PC105_M-P8P3S3_STPLN_C-110520
PC106_M-P8P3S3_STPLN_C-110621
PC107_M-P8P3S3_STPLN_C-110722
PC108_M-P8P3S3_STPLN_C-110823
PC109_M-P8P3S3_STPLN_C-110924
PC110_M-P8P3S3_STPLN_C-111025
PC111_M-P8P3S3_STPLN_C-111126
PC112_M-P8P3S3_STPLN_C-111227
PC113_M-P8P3S3_STPLN_C-111328
PC301_M-P8P3S3_SECT_C-330129
PC302_M-P8P3S3_SECT_C-330230
PC303_M-P8P3S3_SECT_C-330331
PC601_M-P8P3S3_ALGN_C-660132
PC602_M-P8P3S3_ALGN_C-660233
PC603_M-P8P3S3_ALGN_C-660334
PC604_M-P8P3S3_ALGN_C-660435
PC605_M-P8P3S3_ALGN_C-660536
PL101_M-P8P3S3_LSCP_L-110137
PL102_M-P8P3S3_LSCP_L-110238
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n S y m b o l
D A
T E
S
C A
L E
C A
D D
F I L
E N
A M
E
S O
L
N O
A E
A P
P R
O V
IN
G
O F
F
IC
IA
L
C
H E
C K
E D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAW ING NUM BER:
SHT OF
H
S T
P
A U
L D
IS
T
R
IC
T
C O
R P
S O
F E
N G
I N
E E
R S
S T
P
A U
L M
IN
N
E S
O T
A
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
PRAIR
IE
FOREST
B
IR
C H
STATE HWY 35
STATE HWY 35
D
IV
IS
IO
N
PEARL
C O
U N T
Y
ROAD O
C O
U L E E
P R
O K S C
H
STATE HW Y 26
COON CREEK
N
MISSISSIPPI RIVER
MI
NNESOTA WI
SCONSI
N
M
M
M
M
M
M
M
M
M
M
M9
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M9
M
M
M
M
M
M 9
M
M
M
M
M9
M9
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M0
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M 0
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
F LOW
F LOW
S T
O D
D A
R D
W
IS
C O
N S
IN
B R
O W
N S
V
IL
L E
M
IN
N E
S O
T A
M
I
M
I
M
I
6 +
M
IL
E
M
IL
E
M
IL
E
M
IL
E
M
IL
E
M
IL
E
NAVAGATIO
N
C H
A N N E L
W A
R N
E R
S L
A N
D
IN
G
D A
Y M
A R
K
.5
R
C O
O N
M
ID
D L
E
D A
Y M
A R
K
.7
R
D E
A D
M A
N S
L O
U G
H
D A
Y M
A R
K
.1
R
CCC
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
A S
S H
O W
N
E N
V
IR
O N
M E
N T
A L
M A
N A
G E
M E
N T
P R
O G
R A
M
B O
R
IN
G L
O C
A T
IO
N
S
B-101
P O
O L
I
S L
A N
D S
P H
A S
E I
I I
M
IS
S
IS
S
IP
P I
R
IV
E R
N O
T E
M
M
M
M
M
M
M
M
J J F
S K
M /G
C W
J U
L Y
B O
R I N
G L
O G
S
M
T H
R U
M
M
T H
R U
M
M
T H
R U
M
M
T H
R U
M
M T
H R
U
M
A N
D
M T
H R
U
M A
R E
I N
C L
U D
E D
N S
T R
U C
T I O
N D
R A
W I N
G S
F O
R T
H I S
P R
O J E
C
B
R I N
G L
O G
S F
O R
O T
H E
R B
O R
I N
G S
S H
O W
N O
N T
H I S
D R
A W
I N
G A
R E
A V
A I L
A B
O N
R E
Q U
E S
T F
R O
M T
H E
C O
R P
S O
F E
N G
I N
E E
R S
S
T
P A
U L
D I S
T R
I C
T O
F F
I C
E
M
M
M
P B
M
B
.D G
GREATER THAN 50
LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE
BORDERLINE MATERIAL
STRATIFIED MATERIAL
SM
SP&
SM
SP-
PEAT
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
PT
OH
OL
SW WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
GC CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
GM SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
GW WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES
CL
CH
MH
ML
SC
SM
SP
GP
W.L. 726.7
ELEVATION AT BOTTOM OF BORING
WATER LEVEL ON DATE OF BORING
NO RECOVERY
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT
INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50
INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50
INORGANIC SILTS, LIQUID LIMIT LESS THAN 50
CLAYEY SANDS, SAND - CLAY MIXTURES
SILTY SANDS, SAND - SILT MIXTURES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
POORLY GRADED GRAVELS, LITTLE OR NO FINES
GROUND SURFACE ELEVATION AT BORINGG.S. 1020.2
YEAR OF BORING-BORING NUMBER, BORING TYPE
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
1 MAY 1984 DATE OF BORING
GENERAL BORING LEGEND
84-1M
700.0
GENERAL BORING NOTES
1. GENERAL:
2. MOISTURE CONTENT:
3. BLOW COUNT (SPT):
4. ATTERBERG LIMITS:
5. D SIZE:
6. RQD:
7. % RECOVERY:
8.
THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT
INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF, NOTES PERTAINING TO A
SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN TO THE LEFT OF
THE BORING STAFF.
BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT AS NOTED, ARE THE
NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF 12". STANDARD
BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING A 1�" X 2" SAMPLER,
140 LB. HAMMER AND A 30" DROP. FOR NON-STANDARD BLOW COUNTS, SAMPLER SIZE, HAMMER
WEIGHT AND HEIGHT OF DROP ARE AS SHOWN.
LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE BORING STAFF.
THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO THE
LEFT OF THE BORING STAFF.
ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY COLUMN.
ROD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN 4".
PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT RECOVERY IS
LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED OTHERWISE, ALL
CORE IS 4" DIAMETER.
ELEVATIONS REFERENCED TO N.G.V.D. 1912 ADJ.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. THESE
LOGS ARE AVAILABLE FOR INSPECTION AT THE ST. PAUL DISTRICT OFFICE. ARRANGEMENTS TO
INSPECT LOGS CAN BE MADE BY CALLING (651) 290-5599.
A
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
IL
M E
S O
L
N O
P R
O V
IN
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
J A
O W
N
G E
O L
O G I
T A
R E
F E
R E
N
A W I
N G
G R
S
N G V D
J
K
N
G
R I
G
G E
N E
R A
L
B O
R I
T E
M
W.S. 726.7
APPROXIMATE WATER SURFACE OF MISSISSIPPI RIVER ON DATE OF BORING
P O
S L
A N
A S
E
I
GREATER THAN 50
LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE
BORDERLINE MATERIAL
STRATIFIED MATERIAL
SM
SP&
SM
SP-
PEAT
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
PT
OH
OL
SW WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
GC CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
GM SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
GW WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES
CL
CH
MH
ML
SC
SM
SP
GP
W.L. 726.7
ELEVATION AT BOTTOM OF BORING
WATER LEVEL ON DATE OF BORING
NO RECOVERY
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT
INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50
INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50
INORGANIC SILTS, LIQUID LIMIT LESS THAN 50
CLAYEY SANDS, SAND - CLAY MIXTURES
SILTY SANDS, SAND - SILT MIXTURES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
POORLY GRADED GRAVELS, LITTLE OR NO FINES
GROUND SURFACE ELEVATION AT BORINGG.S. 1020.2
YEAR OF BORING-BORING NUMBER, BORING TYPE
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
1 MAY 1984 DATE OF BORING
GENERAL BORING LEGEND
84-1M
700.0
GENERAL BORING NOTES
1. GENERAL:
2. MOISTURE CONTENT:
3. BLOW COUNT (SPT):
4. ATTERBERG LIMITS:
5. D SIZE:
6. RQD:
7. % RECOVERY:
8.
THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT
INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF, NOTES PERTAINING TO A
SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN TO THE LEFT OF
THE BORING STAFF.
BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT AS NOTED, ARE THE
NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF 12". STANDARD
BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING A 1�" X 2" SAMPLER,
140 LB. HAMMER AND A 30" DROP. FOR NON-STANDARD BLOW COUNTS, SAMPLER SIZE, HAMMER
WEIGHT AND HEIGHT OF DROP ARE AS SHOWN.
LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE BORING STAFF.
THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO THE
LEFT OF THE BORING STAFF.
ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY COLUMN.
ROD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN 4".
PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT RECOVERY IS
LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED OTHERWISE, ALL
CORE IS 4" DIAMETER.
ELEVATIONS REFERENCED TO N.G.V.D. 1912 ADJ.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. THESE
LOGS ARE AVAILABLE FOR INSPECTION AT THE ST. PAUL DISTRICT OFFICE. ARRANGEMENTS TO
INSPECT LOGS CAN BE MADE BY CALLING (651) 290-5599.
A
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
J A
O W
N
G E
O L
O G
T A
R E
F E
R E
N
A W I
N G
G R
S
N G V D
N
G
R I
G
G E
N E
R A
L
B O
R I
T E
M
W.S. 726.7
APPROXIMATE WATER SURFACE OF MISSISSIPPI RIVER ON DATE OF BORING
P O
S L
A N
A S
E
I
LL PLMC10DSPT
NOTES
OH
00-52M
632.8
592.8
G.S. 628.0
AIR
26 OCTOBER 2000
CL
SP-
SM
-SP-SM
CL
CL
SP
CLAY, SILTY, SOFT, SATURATED,
ABUNDANT PLANT AND SHELL
FRAGMENTS, CRUMBLY
TEXTURE, BLUE-GRN.-GR.
CLAY, SILTY, SANDY, SOFT,
WET, ABUNDANT PLANT MATTER,
BLUE-GR. W/BRN. MOTTLE.
CLAY, SILTY, SANDY, SOFT, SAT.,
BLUE-GR.
SAND, SILTY, LOOSE, SATURATED,
BLUE-GR.
CLAY, SILTY, SANDY, SOFT,
WET, SCAT. & OCC. ORGANIC
FRAGMENT, BLUE-GR.
SAND, SILTY, MED. DENSE,
SATURATED, GR. TO BLUE-GR.
SAND, MED. DENSE, SATURATED,
GR.
CH/
OH
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-26-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.8’.
3. 3 INCH UNDISTURBED SAMPLE TAKEN IN OFFSET
BORING.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
W.S. 631.2
37.8 72.3 34.1
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-53M
632.8
602.8
W.S. 631.2
G.S. 627.3
AIR
SP-
SM
SP
SATURATED, ABUNDANT
ORGANICS, DK. GRN.
SAND, SILTY, LOOSE,
SATURATED, GR.
SAND, LOOSE TO MED. DENSE,
OCC. FINE GRAVEL & ORGANIC
FRAGMENT, SATURATED, GR.
TO BRN.
CL
SP
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-26-00.
2. 4 INCH ALUM. CASING SET TO EL. 619.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 619.8’..
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-54M
632.8
604.8
W.S. 631.2
G.S. 627.4
AIR
27 OCTOBER 2000
SP
CLAY, SILTY, SOFT, SPONGY,
ORGANICS, DK.-GRN.
SAND WITH A LITTLE SILT,
LOOSE, SATURATED, OCC.
ORGANIC FRAGMENT, GR.
47.2 41.4 23.2
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-27-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.8’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-55M
632.8
602.8
W.S. 631.2
G.S. 628.3
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-27-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.8’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
CLAY, SANDY, SILTY, SOFT,
SL. SPONGY, WET, SCAT.
ORGANIC FRAGMENTS, BLUE-
GR. TO BRN.
SAND WITH A LITTLE SILT
ORGANIC FRAGMENTS, BRN.
TO GR.
TOP OF DECK
B-201
4 38
P B
M
L B
D G
N
LL PLMC10DSPT
NOTES
OH
00-52M
632.8
592.8
G.S. 628.0
SM
-SP-SM
CL
CL
SP
CLAY, SILTY, SOFT, SATURATED,
ABUNDANT PLANT AND SHELL
FRAGMENTS, CRUMBLY
TEXTURE, BLUE-GRN.-GR.
WET, ABUNDANT PLANT MATTER,
BLUE-GR. W/BRN. MOTTLE.
CLAY, SILTY, SANDY, SOFT, SAT.,
BLUE-GR.
SAND, SILTY, LOOSE, SATURATED,
BLUE-GR.
CLAY, SILTY, SANDY, SOFT,
WET, SCAT. & OCC. ORGANIC
FRAGMENT, BLUE-GR.
SAND, SILTY, MED. DENSE,
SATURATED, GR. TO BLUE-GR.
SAND, MED. DENSE, SATURATED,
GR.
CH/
OH
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-26-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.8’.
3. 3 INCH UNDISTURBED SAMPLE TAKEN IN OFFSET
BORING.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
W.S. 631.2
37.8 72.3 34.1
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-53M
632.8
602.8
W.S. 631.2
G.S. 627.3
AIR
SP-
ORGANICS, DK. GRN.
SAND, SILTY, LOOSE,
OCC. FINE GRAVEL & ORGANIC
FRAGMENT, SATURATED, GR.
TO BRN.
CL
SP
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-26-00.
2. 4 INCH ALUM. CASING SET TO EL. 619.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 619.8’..
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-54M
632.8
604.8
W.S. 631.2
G.S. 627.4
AIR
SP
CLAY, SILTY, SOFT, SPONGY,
ORGANICS, DK.-GRN.
SAND WITH A LITTLE SILT,
ORGANIC FRAGMENT, GR.
47.2 41.4 23.2
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-27-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.8’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-55M
632.8
602.8
W.S. 631.2
G.S. 628.3
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-27-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.8’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
CLAY, SANDY, SILTY, SOFT,
SL. SPONGY, WET, SCAT.
GR. TO BRN.
SAND WITH A LITTLE SILT
ORGANIC FRAGMENTS, BRN.
TO GR.
OH
00-56M
597.8
W.S. 631.2
G.S. 627.3
AIR
-SC
SC
CL
CH
49.7 44.4 24.4
CH
632.8
CLAY, SILTY, V. SOFT,
ORGANIC MATTER, BRN.-GR.
SAND, CLAYEY, LOOSE,
SATURATED, SCAT. ORGANIC
FRAGMENTS, BRN. TO GR.
CLAY, SANDY, SILTY, SOFT,
WET, BLUE-GRN. TO GR.
CLAY, SILTY, MED. STIFF, WET,
SCATTERED ORGANICS, BLUE-
GR.
CLAY, SILTY, SOFT TO MED.
STIFF, SL. STICKY, WET, SCAT.
SAND, CLAYEY, LOOSE, SATURATED,
BLUE-GR. TO GR.
CL/
OL
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-27-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.8’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
N G V D
J
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-57M
632.7
607.7
W.S. 631.1
G.S. 627.5
28 OCTOBER 2000
-CL
WET, SCAT. ORGANICS, GRN.-
SAND, LOOSE, SATURATED,
OCC. ORGANIC FRAGMENT,
BRN. TO GR.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-28-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-58M
632.7
592.7
W.S. 631.1
G.S. 627.9
CH
-ORGANIC
ZONE
-ORGANIC
ZONE
SP
SP
CL
SAND, SILTY, LOOSE, SATURATED,
SCAT ORGANICS, GR.
CLAY, SILTY, SANDY, SOFT, WET,
OCC. ORGANIC FRAGMENTS, GR.
CLAY, SILTY, SOFT, WET, SCAT.
ORGANIC FRAGMENTS, BLUE- GR.
CLAY, SILTY, SOFT, SL. STICKY,
WET, OCC. ORGANIC FRAGMENT,
BRN.-GR.
SAND, MED. DENSE, SATURATED,
OCC. ORGANIC FRAGMENT, GR.
SATURATED, OCC. ORGANIC
FRAGMENT, TR. SILT, GR.
SP
42.9 52.6 24.0
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-28-00.
2. 4 INCH ALUM. CASING SET TO EL. 618.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 618.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
CH
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-59M
632.7
612.7
W.S. 631.1
G.S. 628.8
30 OCTOBER 2000
OL
CLAY, SILTY, SOFT, WET
ABUNDANT ORGANICS, DK- GRN.
CLAY, SILTY, SOFT, WET, SCAT.
PLANT FRAGMENTS, DK. GR.
SATURATED, TRACE SILT OR
CLAY, GR.TO BRN.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-30-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-60M
632.7
604.7
W.S. 631.1
G.S. 629.2
AIR
CL
-WOOD
FRAGS.
SP
SP
SP-
SM
CLAY, SILTY, SOFT, WET,
ABUNDANT ORGANICS,
GRN.-GR.
TRACE CLAY, GR.
SAND, SILTY, LOOSE, SATURATED,
GR.
SAND, LOOSE, SATURATED, OCC.
SHELL FRAGMENT, GR.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-30-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-61M
632.7
607.7
W.S. 631.1
G.S. 629.1
SAND, NUMEROUS TREE
BRANCHES, LOOSE,
SATURATED, TRACE SILT, GR.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-30-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW.
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-62M
632.7
592.7
W.S. 631.1
G.S. 627.6
31 OCTOBER 2000
CH
-SP-SC
CLAY, SILTY, SOFT TO MED.
STIFF, WET, ABUNDANT PLANT
FRAGS., GR. TO GRN.-GR.
WET, SCAT. ORGANICS, BLUE-
GR.
SAND, CLAYEY, LOOSE, SATURATED,
GR.
CLAY, SILTY, SOFT, WET, 0CC.
ORGANIC FRAGMENT, BLUE-GR.
SAND, CLAYEY, MED. DENSE,
SP
35.0 49.2 19.8
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-31-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. 3 INCH UNDISTURBED SAMPLE TAKEN IN OFFSET
BORING.
4. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-63M
632.7
606.7
W.S. 631.1
G.S. 627.6
SP
CLAY, SANDY, SOFT, WET,
SCAT. PLANT AND SHELL
FRAGMENTS, DK. GR.
SAND, CLAYEY, LOOSE, SAT.,
SCAT. PLANT FRAGMENTS, GR.
CLAY, SILTY, SOFT, SL. SPONGY,
WET, SCAT. ORGANICS, BLUE-GR.
SP
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-31-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
D E
C
O W
N
G
R
R E
F E
R E
N
A W I
R
K S
N
G E
O L
O G
G V D
J
P O
O L
I
S L
A N
A S
E
I
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
D E
C
O W
N
G
R
R
K S
N
N G V D
OH
00-56M
597.8
W.S. 631.2
G.S. 627.3
AIR
CL
CH
49.7 44.4 24.4
CH
632.8
CLAY, SILTY, V. SOFT,
ORGANIC MATTER, BRN.-GR.
FRAGMENTS, BRN. TO GR.
CLAY, SANDY, SILTY, SOFT,
WET, BLUE-GRN. TO GR.
SCATTERED ORGANICS, BLUE-
CLAY, SILTY, SOFT TO MED.
STIFF, SL. STICKY, WET, SCAT.
BLUE-GR. TO GR.
CL/
OL
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-27-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.8’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
N G V D
J
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-57M
632.7
607.7
W.S. 631.1
G.S. 627.5
-CL
WET, SCAT. ORGANICS, GRN.-
BRN. TO GR.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-28-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-58M
632.7
592.7
W.S. 631.1
G.S. 627.9
-ORGANIC
ZONE
-ORGANIC
ZONE
SP
SP
CL
SCAT ORGANICS, GR.
CLAY, SILTY, SANDY, SOFT, WET,
OCC. ORGANIC FRAGMENTS, GR.
CLAY, SILTY, SOFT, WET, SCAT.
ORGANIC FRAGMENTS, BLUE- GR.
CLAY, SILTY, SOFT, SL. STICKY,
WET, OCC. ORGANIC FRAGMENT,
BRN.-GR.
FRAGMENT, TR. SILT, GR.
SP
42.9 52.6 24.0
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-28-00.
2. 4 INCH ALUM. CASING SET TO EL. 618.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 618.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
CH
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-59M
632.7
612.7
W.S. 631.1
G.S. 628.8
OL
CLAY, SILTY, SOFT, WET
ABUNDANT ORGANICS, DK- GRN.
CLAY, SILTY, SOFT, WET, SCAT.
SATURATED, TRACE SILT OR
CLAY, GR.TO BRN.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-30-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-60M
632.7
604.7
W.S. 631.1
G.S. 629.2
AIR
CL
-WOOD
FRAGS.
SP
SP
SP-
SM
CLAY, SILTY, SOFT, WET,
ABUNDANT ORGANICS,
SAND, SILTY, LOOSE, SATURATED,
GR.
SAND, LOOSE, SATURATED, OCC.
SHELL FRAGMENT, GR.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-30-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-61M
632.7
607.7
W.S. 631.1
G.S. 629.1
SAND, NUMEROUS TREE
BRANCHES, LOOSE,
SATURATED, TRACE SILT, GR.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-30-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW.
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-62M
632.7
592.7
W.S. 631.1
G.S. 627.6
CH
CLAY, SILTY, SOFT TO MED.
STIFF, WET, ABUNDANT PLANT
FRAGS., GR. TO GRN.-GR.
WET, SCAT. ORGANICS, BLUE-
GR.
SAND, CLAYEY, LOOSE, SATURATED,
GR.
CLAY, SILTY, SOFT, WET, 0CC.
ORGANIC FRAGMENT, BLUE-GR.
SAND, CLAYEY, MED. DENSE,
SP
35.0 49.2 19.8
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-31-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. 3 INCH UNDISTURBED SAMPLE TAKEN IN OFFSET
BORING.
4. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-63M
632.7
606.7
W.S. 631.1
G.S. 627.6
SP
CLAY, SANDY, SOFT, WET,
SCAT. PLANT AND SHELL
FRAGMENTS, DK. GR.
SAND, CLAYEY, LOOSE, SAT.,
CLAY, SILTY, SOFT, SL. SPONGY,
WET, SCAT. ORGANICS, BLUE-GR.
SP
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-31-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
R I
G S
R U
5 38
B-202
B
M
L B
D
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
J A
N
O W
N
G
R
F E
R E
N
A W I
R
K S
N
G E
O L
O G
V G D
J
B O
R I
G S
M
M
M
M
M
P O
O L
I
S L
A N
A S
E
I
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
J A
N
O W
N
G
R
F E
R E
N
A W I
R
K S
N
G E
O L
O G
V G D
J
P O
O L
I
S L
A N
A S
E
I
OH
00-64M
632.7
603.7
W.S. 631.1
G.S. 628.1
AIR
CH
CLAY, SILTY, SOFT, SL.
SPONGY, WET, ABUNDANT
SAND, LOOSE, SATURATED, GR.
TRACE CLAY, BRN. TO GR.
SAND, SATURATED, TRACE CLAY,
SP
36.8 52.9 23.4
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 10-31-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
N V G D
J
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-65M
632.7
609.7
W.S. 631.1
G.S. 629.6
1 NOVEMBER 2000
SP-
SC
SP
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 11-1-00.
2. 4 INCH ALUM. CASING SET TO EL. 624.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 624.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
TRACE CLAY, RARE F. GRAVEL OR
ORGANIC FRAG., GR.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-66M
632.7
594.7
W.S. 631.1
G.S. 627.4
-SP-
SM
CLAY, SILTY, SOFT, WET,
ABUNDANT ORGANICS
GR. TO GRN.-GR.
CLAY, SILTY, SOFT, WET,
SCAT. ORGANICS, BLUE-GR.
MOTTLED W/ BRN.
WET, SCAT. ORGANICS, GR.
SAND, LOOSE, SATURATED, 0CC.
ORGANIC FRAGMENT, GR.
SAND, LOOSE, SATURATED, GR.
36.4 56.5 21.41
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 11-1-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’,
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7.
3. 3 INCH UNDISTURBED SAMPLE TAKEN IN OFFSET
BORING.
4. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-67M
632.7
607.7
W.S. 631.1
G.S. 627.7
AIR
SP
-CL SEAM
SAND, CLAYEY, LOOSE,
FRAGMENT, GR.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 11-1-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.7’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.7’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
SP
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-68M
632.8
602.8
W.S. 631.2
G.S. 627.6
AIR
SP
2 NOVEMBER 2000
CL/
OL
CLAY, SILTY, V. SOFT,
WET, RUNNY,ABUNDANT
ORGANICS MATTER, DK- GRN.
FRAGMENTS, GR.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 11-2-00.
2. 4 INCH ALUM. CASING SET TO EL. 624.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 624.8’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
57.3 47.5 27.4
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
00-69M
632.8
607.8
W.S. 631.2
G.S. 629.0
AIR
SP
2 NOVEMBER 2000
SP
SP
SCAT. ORGANICS, BLUE- GR.
BRN. TO GR.
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 LEVEL ON 11-2-00.
2. 4 INCH ALUM. CASING SET TO EL. 622.8’.
HOLE STABILIZED WITH DRILLING MUD BELOW
EL. 622.8’.
3. ALL CASING REMOVED AND HOLE ALLOWED TO
CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-71M
632.0
614.5
W.S. 630.5
G.S. 625.4
AIR
MH/
7 JUNE 2001
SILT, CLAYEY, V. SOFT, V.
SATURATED, SHELL FRAGS.,
ORGANIC RICH, OOZE, GRN.-
GR. MOTTLED
(LACUSTRINE)
SAND, LOOSE-MED. DENSE,
-SP
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 ON 6-7-01.
2. 4 INCH ALUM. CASING SET TO EL. 622.0’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
01-70M
595.1
-SP
6 FEBRUARY 2001
CL
-CL SEAM
SAND, F.-M., TRACE F. GRAVEL &
SILT, LOOSE, MOIST, BRN. (FILL)
SAND, M.-C., TRACE F. GRAVEL &
SILT, LOOSE, WET, OCC. ORGANIC
FIBER, BRN. TO GR.
(FLUVIAL)
CLAY, SILTY, SOME SAND IN
SEAMS, SOFT, WET, ORGANIC
ODOR, GRN.-GR.
SAND, F.-M., TRACE SILT & F.
GRAVEL, LOOSE, SATURATED,
GR. (FLUVIAL)
1. WATER LEVEL NOT DETERMINED.
2. 3�" I.D. HOLLOW STEM AUGER SET TO
EL. 625.1’, BENTONITE DRILLING FLUID USED
BELOW.
3. BORING BACKFILLED WITH TREMIED CEMENT-
BENTONITE GROUT.
G.S. 645.1
6 38
B-203
B
M
L B
D
OH
01-73M
632.4
602.4
W.S. 630.9
G.S. 619.4
AIR
SP
OL/
ML
SATURATED, SHELLS- ORGANICS,
ORGANICS & SILT, GR.
(FLUVIAL)
TOP OF DECK
1. WATER SURFACE DETERMINED FROM
PRORATED POOL 8 ON 6-7-01.
2. 4 INCH ALUM. CASING SET TO EL. 615.4’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
LL PLMC10DSPT
NOTES
OH
01-74M
632.5
617.5
W.S. 631.0
G.S. 626.8
CH/
OH
SILT, CLAYEY, V. SOFT, WET-
SATURATED, ORGANICS, SHELLS
& FRAGMENTS, BLOCKY TEXTURE,
GRN. GR.
CLAY, SILTY, STIFF, MOIST-WET,
BLOCKY STRUCTURE, ROOTS, BRN.
GR. W/ Fe STAIN.
TOP OF DECK
1. WATER SURFACE DETERMINED FROM
PRORATED POOL 8 ON 6-7-10.
2. 4 INCH ALUM. CASING SET TO EL. 625.0’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
-OH/OL
LL PLMC10DSPT
NOTES
OH
01-75M
632.6
615.1
W.S. 631.1
G.S. 626.5
8 JUNE 2001
ML/
MH
CH/
OH
CLAY, SILTY, SOFT, WET,
SHELLS, ROOTS, MEALEY
TEXTURE, DK. GR.
SILT, CLAYEY, SOFT-V. SOFT,
WET, Fe STAIN, MOTTLED
LT. GR.
TOP OF DECK
1. WATER SURFACE DETERMINED FROM
PRORATED POOL 8 ON 6-8-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.6’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
LL PLMC10DSPT
NOTES
OH
01-76M
632.5
605.0
W.S. 631.0
G.S. 622.6
SP
SP/
SP-
SM
-OL/CL
CLAY, SILTY, V. SOFT, SAT.,
ROOTS & SHELLS, BRN.-GR.
SHELL FRAGMENTS, GR.
SAND, SILTY, LOOSE, SAT.,
WOOD BARK & STICKS, LT. GR.
CLAY, SILTY, SOFT, MOIST, SHELL
FRAGMENTS, M. DK. GR.
V G D
J
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-8-01.
2. 4 INCH ALUM. CASING SET TO EL. 620.0’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-77M
632.5
617.5
W.S. 631.0
G.S. 627.3
CL
-SP&CL
-SAND SEAM
SAND & CLAY, LOOSE, V. SOFT,
SATURATED, BRN. & GR.
CLAY, SILTY, SOFT, MOIST-WET,
ROOTS, SHELL FRAGMENTS,
GR. W/ Fe STAIN.
CLAY, SANDY, SILTY, V. SOFT,
WET, SAND SEAMS & POCKETS,
ROOTS, GR.
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-8-01.
2. 4 INCH ALUM. CASING SET TO EL. 631.7’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-78M
632.5
617.5
W.S. 631.0
-OL/CL
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-8-01.
2. 4 INCH ALUM. CASING SET TO EL. 622.5’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE G.S.
TOP OF DECK
SILT, CLAYEY, SANDY, V. SOFT,
SATURATED, SHELLS FRAGMENTS
& PLANT MATTER, BRN. GR.
CLAY, SILTY, SOFT, MOIST, ROOTS
& SHELLS SCATTERED, MOTTLED
GR. W/ Fe STAIN.
LL PLMC10DSPT
NOTES
OH
01-79M
632.4
614.9
W.S. 630.9
G.S. 625.9
9 JUNE 2001
OH/
SP&
SM
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-9-01.
2. 4 INCH ALUM. CASING SET TO EL. 622.5’,
BENTONITE DRILLING FLUID BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
CLAY, SILTY, V. SOFT, V.
SATURATED, SHELLS &
PLANT MATTER, BRN.-GR.
(LACUSTRINE)
CLAY, SILTY, V. SOFT, WET,
ROOTS & SHELL FRAGMENTS
GR. (LACUSTRINE)
INTERBEDDED FINE SAND &
SILTY SANDS, LOOSE, SATURATED,
SILT SAND SEAMS, M. TO DK. GR.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-72M
632.2
597.2
W.S. 630.7
G.S. 621.8
AIR
MH/
CH
-CLAY SEAM
CLAY, SILTY, V. SOFT,
SATURATED, ORGANIC
RICH, GRN.-GR.
SATURATED, OCC. WOOD,
GR. (FLUVIAL)
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 ON 6-7-01.
2. 4 INCH ALUM. CASING SET TO EL. 617.7,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
N V G D
J
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
J U
L Y
O W
N
G
R
F
K S
N
G E
O L
O G
F E
R E
N
A W I
O L
I
S L
A N
A S
E
I I I
B O
R I
G
M
M
M
M
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
J U
L Y
O W
N
G
R
F
K S
N
G E
O L
O G
F E
R E
N
A W I
O L
I
S L
A N
A S
E
I I I
B O
R I
G
M
M
M
M
OH
01-73M
632.4
602.4
W.S. 630.9
G.S. 619.4
AIR
SP
ML
SATURATED, SHELLS- ORGANICS,
ORGANICS & SILT, GR.
(FLUVIAL)
TOP OF DECK
1. WATER SURFACE DETERMINED FROM
PRORATED POOL 8 ON 6-7-01.
2. 4 INCH ALUM. CASING SET TO EL. 615.4’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
LL PLMC10DSPT
NOTES
OH
01-74M
632.5
617.5
W.S. 631.0
OH
SILT, CLAYEY, V. SOFT, WET-
SATURATED, ORGANICS, SHELLS
& FRAGMENTS, BLOCKY TEXTURE,
GRN. GR.
CLAY, SILTY, STIFF, MOIST-WET,
BLOCKY STRUCTURE, ROOTS, BRN.
GR. W/ Fe STAIN.
TOP OF DECK
1. WATER SURFACE DETERMINED FROM
PRORATED POOL 8 ON 6-7-10.
2. 4 INCH ALUM. CASING SET TO EL. 625.0’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
-OH/OL
LL PLMC10DSPT
NOTES
OH
01-75M
632.6
615.1
W.S. 631.1
MH
CH/
OH
CLAY, SILTY, SOFT, WET,
SHELLS, ROOTS, MEALEY
TEXTURE, DK. GR.
SILT, CLAYEY, SOFT-V. SOFT,
WET, Fe STAIN, MOTTLED
LT. GR.
TOP OF DECK
1. WATER SURFACE DETERMINED FROM
PRORATED POOL 8 ON 6-8-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.6’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
LL PLMC10DSPT
NOTES
OH
01-76M
632.5
605.0
W.S. 631.0
G.S. 622.6
SP
SP/
SP-
SM
-OL/CL
CLAY, SILTY, V. SOFT, SAT.,
ROOTS & SHELLS, BRN.-GR.
SHELL FRAGMENTS, GR.
SAND, SILTY, LOOSE, SAT.,
WOOD BARK & STICKS, LT. GR.
CLAY, SILTY, SOFT, MOIST, SHELL
FRAGMENTS, M. DK. GR.
V G D
J
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-8-01.
2. 4 INCH ALUM. CASING SET TO EL. 620.0’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-77M
632.5
617.5
W.S. 631.0
G.S. 627.3
CL
-SP&CL
-SAND SEAM
SAND & CLAY, LOOSE, V. SOFT,
SATURATED, BRN. & GR.
CLAY, SILTY, SOFT, MOIST-WET,
ROOTS, SHELL FRAGMENTS,
GR. W/ Fe STAIN.
CLAY, SANDY, SILTY, V. SOFT,
WET, SAND SEAMS & POCKETS,
ROOTS, GR.
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-8-01.
2. 4 INCH ALUM. CASING SET TO EL. 631.7’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-78M
632.5
617.5
W.S. 631.0
-OL/CL
POOL 8 ON 6-8-01.
2. 4 INCH ALUM. CASING SET TO EL. 622.5’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE G.S.
TOP OF DECK
SILT, CLAYEY, SANDY, V. SOFT,
SATURATED, SHELLS FRAGMENTS
& PLANT MATTER, BRN. GR.
CLAY, SILTY, SOFT, MOIST, ROOTS
& SHELLS SCATTERED, MOTTLED
GR. W/ Fe STAIN.
LL PLMC10DSPT
NOTES
OH
01-79M
632.4
614.9
W.S. 630.9
G.S. 625.9
9 JUNE 2001
OH/
SP&
SM
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-9-01.
2. 4 INCH ALUM. CASING SET TO EL. 622.5’,
BENTONITE DRILLING FLUID BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
CLAY, SILTY, V. SOFT, V.
SATURATED, SHELLS &
PLANT MATTER, BRN.-GR.
(LACUSTRINE)
CLAY, SILTY, V. SOFT, WET,
ROOTS & SHELL FRAGMENTS
GR. (LACUSTRINE)
INTERBEDDED FINE SAND &
SILTY SANDS, LOOSE, SATURATED,
SILT SAND SEAMS, M. TO DK. GR.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-72M
632.2
597.2
W.S. 630.7
G.S. 621.8
AIR
MH/
CH
-CLAY SEAM
CLAY, SILTY, V. SOFT,
SATURATED, ORGANIC
RICH, GRN.-GR.
SATURATED, OCC. WOOD,
GR. (FLUVIAL)
1. WATER SURFACE ELEV. DETERMINED FROM
PRORATED POOL 8 ON 6-7-01.
2. 4 INCH ALUM. CASING SET TO EL. 617.7,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE TO G.S.
N V G D
J
7 38
B-204
B
M
L B
D
OH
01-81M
632.4
617.4
W.S. 630.9
G.S. 626.4
11 JUNE 2001
-SM/ML
-SM
SAND SEAM, LOOSE, SATURATED,
BRN.
CLAY, SILTY, MED. STIFF-SOFT,
MOIST-WET, SCAT. ROOT & OCC.
SHELL FRAGMENTS, M.- DK. GR.
W/ Fe STAIN.
SILT, SANDY, CLAYEY, V. SOFT,
SATURATED, SCAT. ORGANICS,
MED. GR.
TOP OF DECK
1. WATER SURFACE PRORATED
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.4’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
LL PLMC10DSPT
NOTES
OH
01-82M
632.5
615.0
W.S. 631.0
G.S. 625.5
SM/
OL
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 622.0’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
CLAY, SILTY, SOFT-MED. STIFF,
MOIST-WET, ROOTS & SHELL
FRAGMENTS, MOTTLED. DK. GR.
W/ Fe STAIN. (LACUSTRINE)
SILT, SANDY, CLAYEY, SM SEAMS,
LOOSE-SOFT, WET-SATURATED,
PLANT MATTER, MED.-DK. GR.
LL PLMC10DSPT
NOTES
OH
01-83M
632.5
615.0
W.S. 631.0
CH CLAY, SILTY, SOFT-MED. STIFF,
WET-MOIST-SATURATED, SHELLS
& ROOTS, Fe STAIN & ORGANICS, PLANT MATTER, MOTTLED DK. GR.
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 624.0’,
WATER USED TO STABLIZE HOLE BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-84M
632.9
605.4
W.S. 631.4
G.S. 629.7
-SILT
SEAM
OL/
OH
-SP/
SP-SM
-OL/OH
-WOOD CHIPS
-ORGANIC ZONE
CLAY, SILTY, ORGANIC RICH,
V. SOFT, SATURATED, OOZEY
TO FIRM, BRN.-GR.
SAND F.-M., LOOSE, SATURATED,
SAND F., SILTY, W/ FEW CLAY & SILT
SEAMS, LOOSE, SATURATED, SILT
STRINGERS, LT. GR. TO DK. GR.
SILT, CLAYEY ORGANIC, SOFT,
WET, SILT SEAM, DK. GR.
BRN.-GR.
V G D
J
TOP OF DECK
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 622.9’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
LL PLMC10DSPT
NOTES
OH
01-85M
632.8
607.8
W.S. 631.3
G.S. 628.8
12 JUNE 2001
-CLAY
-OH/OL
SP,
-SP
SP
SP
SM,
ML
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-12-01.
2. 4 INCH ALUM. CASING SET TO EL. 624.3’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
CLAY, SILTY, V. SOFT, SATURATED,
OOZE, BLK. GR.
SCAT. ROOTS, DK. GR.
SAND F.-C., LOOSE, SATURATED,
INTERBEDDED SAND, SILTY W/
SILT, CLAYEY, SANDY, LOOSE, WET-
SATURATED, PLANT MATTER,
LT.- DK. GR.
SAND, F-M, W/ F. SILTY ZONES,
LOOSE, SATURAED, M. GR.
LT. BRN.
LL PLMC10DSPT
NOTES
OH
01-86M
633.7
601.2
W.S. 632.0
G.S. 629.7
AIR
-SC&
-SP SAND F.-M., LOOSE, SATURATED,
BRN. & GR.
SAND F., CLAYEY INTERBEDDED
W/ SAND, LOOSE, SATURATED,
ORGANICS, M. GR.
SAND , F., OCC. V. THIN CLAY SEAMS,
AND SILT STRINGERS, LOOSE,
SATURATED, GR
SAND, INTERBEDDED F.TO C.,
LOOSE-MED. DENSE, SATURATED,
GR.-GRN.
TOP OF DECK
1. WATER SURFACE PRORATED FROM
BROWNSVILLE DCP ON 6-12-01.
2. 4 INCH ALUM. CASING SET TO EL. 626.3’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
LL PLMC10DSPT
NOTES
OH
01-87M
633.6
601.1
W.S. 632.1
-SP&CH
TOP OF DECK
1. WATER SURFACE PRORATED FROM
BROWNSVILLE DCP ON 6-12-01.
2. 4 INCH ALUM. CASING SET TO EL. 625.1’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
-CH (SEAM)
-CL/CH
SAND, INTERBEDDED F. TO C.,
LOOSE-MED. DENSE, SATURATED, OCC.
SILTY CLAY SEAM, M. GR.-BRN.
SAND, INTERBEDDED W/ CLAY,
SOFT, WET
CLAY, SILTY, SOFT, WET, SHELL
FRAGMENTS, SL. ORGANIC,
(LACUSTRINE)
LL PLMC10DSPT
NOTES
OH
01-80M
632.6
605.1
W.S. 631.1
G.S. 628.1
SAND, SILTY, CLAYEY,
LOOSE, SATURATED, ROOTS,
DK. GR.
SAND F.-M., MED. DENSE-
LOOSE, SATURATED, SCAT.
BARK, LT. GR.
V G D
J
SM
TOP OF DECK
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.6’,
BENTONITE DRILLING FLIUD USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
J U
L Y
O W
N
G
R
F
K S
N
G E
O L
O G
F E
R E
N
A W I
B O
R I
G
M
M
M
M
O L
I
S L
A N
A S
E
I
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
J U
L Y
O W
N
G
R
F
K S
N
G E
O L
O G
F E
R E
N
A W I
B O
R I
G
M
M
M
M
O L
I
S L
A N
A S
E
I
OH
01-81M
632.4
617.4
W.S. 630.9
-SM/ML
-SM
SAND SEAM, LOOSE, SATURATED,
BRN.
CLAY, SILTY, MED. STIFF-SOFT,
MOIST-WET, SCAT. ROOT & OCC.
SHELL FRAGMENTS, M.- DK. GR.
W/ Fe STAIN.
SILT, SANDY, CLAYEY, V. SOFT,
SATURATED, SCAT. ORGANICS,
MED. GR.
TOP OF DECK
1. WATER SURFACE PRORATED
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.4’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
LL PLMC10DSPT
NOTES
OH
01-82M
632.5
615.0
W.S. 631.0
G.S. 625.5
SM/
OL
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 622.0’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
CLAY, SILTY, SOFT-MED. STIFF,
MOIST-WET, ROOTS & SHELL
FRAGMENTS, MOTTLED. DK. GR.
W/ Fe STAIN. (LACUSTRINE)
SILT, SANDY, CLAYEY, SM SEAMS,
LOOSE-SOFT, WET-SATURATED,
PLANT MATTER, MED.-DK. GR.
LL PLMC10DSPT
NOTES
OH
01-83M
632.5
615.0
W.S. 631.0
CH CLAY, SILTY, SOFT-MED. STIFF,
WET-MOIST-SATURATED, SHELLS
& ROOTS, Fe STAIN & ORGANICS, PLANT MATTER, MOTTLED DK. GR.
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 624.0’,
WATER USED TO STABLIZE HOLE BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-84M
632.9
605.4
W.S. 631.4
G.S. 629.7
-SILT
OL/
-SP/
SP-SM
-OL/OH
-WOOD CHIPS
-ORGANIC ZONE
CLAY, SILTY, ORGANIC RICH,
V. SOFT, SATURATED, OOZEY
TO FIRM, BRN.-GR.
SAND F., SILTY, W/ FEW CLAY & SILT
SEAMS, LOOSE, SATURATED, SILT
STRINGERS, LT. GR. TO DK. GR.
SILT, CLAYEY ORGANIC, SOFT,
WET, SILT SEAM, DK. GR.
BRN.-GR.
V G D
J
TOP OF DECK
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 622.9’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
LL PLMC10DSPT
NOTES
OH
01-85M
632.8
607.8
W.S. 631.3
G.S. 628.8
-OH/OL
SP,
-SP
SP
SP
SM,
ML
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-12-01.
2. 4 INCH ALUM. CASING SET TO EL. 624.3’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
CLAY, SILTY, V. SOFT, SATURATED,
OOZE, BLK. GR.
SCAT. ROOTS, DK. GR.
SAND F.-C., LOOSE, SATURATED,
INTERBEDDED SAND, SILTY W/
SILT, CLAYEY, SANDY, LOOSE, WET-
SATURATED, PLANT MATTER,
LT.- DK. GR.
SAND, F-M, W/ F. SILTY ZONES,
LOOSE, SATURAED, M. GR.
LT. BRN.
LL PLMC10DSPT
NOTES
OH
01-86M
633.7
601.2
W.S. 632.0
G.S. 629.7
AIR
-SC&
-SP SAND F.-M., LOOSE, SATURATED,
BRN. & GR.
SAND F., CLAYEY INTERBEDDED
W/ SAND, LOOSE, SATURATED,
ORGANICS, M. GR.
SAND , F., OCC. V. THIN CLAY SEAMS,
AND SILT STRINGERS, LOOSE,
SATURATED, GR
SAND, INTERBEDDED F.TO C.,
LOOSE-MED. DENSE, SATURATED,
GR.-GRN.
TOP OF DECK
1. WATER SURFACE PRORATED FROM
BROWNSVILLE DCP ON 6-12-01.
2. 4 INCH ALUM. CASING SET TO EL. 626.3’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
LL PLMC10DSPT
NOTES
OH
01-87M
633.6
601.1
W.S. 632.1
-SP&CH
TOP OF DECK
1. WATER SURFACE PRORATED FROM
BROWNSVILLE DCP ON 6-12-01.
2. 4 INCH ALUM. CASING SET TO EL. 625.1’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
-CH (SEAM)
-CL/CH
SAND, INTERBEDDED F. TO C.,
LOOSE-MED. DENSE, SATURATED, OCC.
SILTY CLAY SEAM, M. GR.-BRN.
SAND, INTERBEDDED W/ CLAY,
SOFT, WET
CLAY, SILTY, SOFT, WET, SHELL
FRAGMENTS, SL. ORGANIC,
(LACUSTRINE)
LL PLMC10DSPT
NOTES
OH
01-80M
632.6
605.1
W.S. 631.1
G.S. 628.1
SAND, SILTY, CLAYEY,
LOOSE, SATURATED, ROOTS,
SAND F.-M., MED. DENSE-
LOOSE, SATURATED, SCAT.
BARK, LT. GR.
V G D
J
SM
TOP OF DECK
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-11-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.6’,
BENTONITE DRILLING FLIUD USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
8 38
B-205
B
M
L B
D
OH
01-89M
632.2
597.2
W.S. 630.9
G.S. 629.1
13 JUNE 2001
OH/
CH
CL
CH
SC
CLAY, SILTY, V. SOFT, WET-
SATURATED, ORGANIC-RICH
OOZE, GRN. GR.
CLAY, SILTY, STIFF, WET,
IRON STAIN PROMENENT, ROOTS,
STICKY, MOTTLED LT. GR.
CLAY, SILTY, SOFT, WET, DK. GR.
CLAY, SILTY W/ SAND SEAMS,
SOFT, WET-SATURATED, ORGANICS,
PLANT MATTER & SHELL FRAGMENTS,
SAND, CLAYEY, LOOSE/STIFF, WET,
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-13-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.7’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
137 34 22
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-90M
632.2
597.2
W.S. 630.7
G.S. 627.1
CLAY, SILTY, SOFT, WET,
ROOTS, OOZE, DK. BLK.-GR.
SAND, MED. DENSE-LOOSE,
SATURATED, WHITE
SOFT, WET-SATURATED, DK.-
M. GR.
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-13-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.7’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-91M
632.2
604.7
W.S. 630.7
G.S. 623.5
14 JUNE 2001
OL/
OH
-CH
-SP-
CLAY, SILTY, V. SOFT, WET-
SATURATED, SHELL FRAGMENTS,
BLK. & GR.
CLAY SEAMS, BLK.-GR.
CLAY, SILTY, SOFT,
WET-SATURATED, DK. GR.
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-14-01.
2. 4 INCH ALUM. CASING SET TO EL. 617.0’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-92M
632.0
604.7
W.S. 630.5
G.S. 619.7
AIR
SP -WOOD
SAND, LOOSE, SATURATED,
SHELL FRAGMENTS, CLAY
SEAMS, GRN.-GR.
N V G D
J
TOP OF DECK
1. WATER SURFACE DETERMINED FROM
PRORATED POOL 8 ON 6-14-01
2. 4 INCH ALUM. CASING SET TO EL. 617.0’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
LL PLMC10DSPT
NOTES
OH
01-88M
603.3
W.S. 631.8
G.S. 630.5
AIR
-CH
SP/
SP-
SM
-OH/CH
N V G D
J
633.3 TOP OF DECK
1. WATER SURFACE PRORATED FROM BROWNSVILLE
DCP ON 6-13-01.
2. 4 INCH ALUM. CASING SET TO EL. 624.8’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
SAND F.-M. TRACE COARSE,
LOOSE, SATURATED, FEW CLAY
SEAMS OR POCKETS, BRN.-GR.
(FLUVIAL)
SHELL FRAGMENTS, DK. GR.
SAND F.-M., LOOSE-MED. DENSE,
SATURATED, SCAT. SILT STRINGERS,
LT.-M. GR.-BRN.
STICKY, DK. GR.
LL PLMC10DSPT
NOTES
OH
01-93M
625.2
W.S. 630.1
G.S. 629.2
631.7
TOP OF DECK
SILT, ORGANIC-RICH CLAYEY,
V. SOFT, SATURATED, ABUNDANT
ORGANIC FRAGMENTS, GRN. TO
BLK.
23 AUGUST 2001
1. WATER SURFACE ESTIMATED FROM
POOL 8 ON 8-23-01.
2. SAMPLES SENT TO LAB FOR ANALITICAL
CHEMISTRY.
3. BORING HOLE ALLOWED TO CAVE.
LL PLMC10DSPT
NOTES
OH
01-94M
623.1
W.S. 630.1
G.S. 628.3
631.7 TOP OF DECK
SILT, ORGANIC-RICH, CLAYEY,
V. SOFT, SATURATED, ABUNDANT
ORGANICS, GRN. TO BLK.
SCAT. ORGANICS, DK. GR.-BLK.
1. WATER SURFACE ESTIMATED FROM
POOL 8 ON 8-23-01.
2. SAMPLES SENT TO LAB FOR ANALITICAL
CHEMISTRY.
3. BORING HOLE ALLOWED TO CAVE.
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
D E
C
O W
N
G
R
F
K S
N
G E
O L
O G
F E
R E
N
A W I
B O
R I
G S
M
M
M
M
M
P O
O L
I
S L
A N
A S
E
I
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r
D e s c r ip ti o n
S y m b o l
D A
T E
S C
A L
E
C A
M E
S O
L
N O
P R
O V
F
IC
IA
L
C H
E C
K E
D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P A
T R
IC
T
C O
R
G
IN
E E
R S
S T
P A
U L
M
IN
N E
S O
T A
D E
P A
R T
M E
M Y
D E
C
O W
N
G
R
F
K S
N
G E
O L
O G
F E
R E
N
A W I
B O
R I
G S
M
M
M
M
M
P O
O L
I
S L
A N
A S
E
I
OH
01-89M
632.2
597.2
W.S. 630.9
G.S. 629.1
OH/
CH
CL
CH
SC
CLAY, SILTY, V. SOFT, WET-
SATURATED, ORGANIC-RICH
OOZE, GRN. GR.
CLAY, SILTY, STIFF, WET,
IRON STAIN PROMENENT, ROOTS,
STICKY, MOTTLED LT. GR.
CLAY, SILTY, SOFT, WET, DK. GR.
SOFT, WET-SATURATED, ORGANICS,
PLANT MATTER & SHELL FRAGMENTS,
SAND, CLAYEY, LOOSE/STIFF, WET,
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-13-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.7’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
137 34 22
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-90M
632.2
597.2
W.S. 630.7
G.S. 627.1
CLAY, SILTY, SOFT, WET,
ROOTS, OOZE, DK. BLK.-GR.
SAND, MED. DENSE-LOOSE,
SATURATED, WHITE
SOFT, WET-SATURATED, DK.-
M. GR.
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-13-01.
2. 4 INCH ALUM. CASING SET TO EL. 623.7’,
BENTONITE DRILLING FLUID USED BELOW.
3. ALL CASING REMOVED AND HOLE ALLOWED
TO CAVE.
TOP OF DECK
LL PLMC10DSPT
NOTES
OH
01-91M
632.2
604.7
W.S. 630.7
G.S. 623.5
OL/
OH
-CH
-SP-
CLAY, SILTY, V. SOFT, WET-
SATURATED, SHELL FRAGMENTS,
BLK. & GR.
CLAY SEAMS, BLK.-GR.
CLAY, SILTY, SOFT,
WET-SATURATED, DK. GR.
1. WATER SURFACE PRORATED FROM
POOL 8 ON 6-14-01.
2. 4 INCH ALUM. CASING SET TO EL. 617.0’,
BENTONITE DRILLING FLUID…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .