W912P6-15-R-0006-114853-McCookRockwallSlopeStabilizationIDIQ-Certified_Final_PLANS.pdf

PDF 24 MB Posted Jun 5, 2015

Attached to: CUP McCook Reservoir Rock Wall & Slope Stabilization
Solicitation number: W912P6-15-R-0006
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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File	Type	Posted
W912P6-15-R-0006-McCookRockwallSlopeStabilizationIDIQ-00-31-32_Appendix_B_Geotechnical_Data_Report_(GDR)-VOL2.pdf	PDF	Jun 5, 2015
W912P6-15-R-0006-McCookRockwallSlopeStabilizationIDIQ-00-31-32_Appendix_A_Geotechnical_Baseline_Report_(GBR).pdf	PDF	Jun 5, 2015
W912P6-15-R-0006-McCookRockwallSlopeStabilizationIDIQ-00-31-32_Appendix_B_Geotechnical_Data_Report_(GDR)-VOL3.pdf	PDF	Jun 5, 2015
W912P6-15-R-0006-McCookRockwallSlopeStabilizationIDIQ-Certified_Final_Specifications.pdf	PDF	Jun 5, 2015
W912P6-15-R-0006-McCookRockwallSlopeStabilizationIDIQ-00-31-32_Appendix_B_Geotechnical_Data_Report_(GDR)-VOL1.pdf	PDF	Jun 5, 2015

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CHICAGOLAND UNDERFLOW PLAN (CUP)

MCCOOK RESERVOIR

ROCK / SLOPE STABILIZATION IDIQ

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5 JUNE 2015

Certified Final Documents - RTA W912P6-15-R-0006

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GENERAL NOTES GENERAL NOTES FOR TRAFFIC CONTROL

GENERAL NOTES FOR SOIL AND ROCK BORINGS AND DRILL HOLE DATA

OF MWRDGC AND ITS CONTRACTORS BEYOND LIMITS OF CONSTRUCTION.

9. THE CONTRACTOR SHALL NOT IMPACT OR IMPEDE MINING OPERATIONS

FACILITIES WITHIN LIMITS OF CONSTRUCTION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLOOD PROTECTION OF

CONTRACTOR COORDINATION MEETINGS.

MWRDGC, AND OTHER CONTRACTORS AT THE SITE BY ATTENDING WEEKLY

7. THE CONTRACTOR SHALL COORDINATE ALL SITE WORK WITH THE GOVERNMENT,

AFFECTING THE WORK.

THE CONTRACT CLAUSE 52-236-3, SITE INVESTIGATIONS AND CONDITIONS

6. THE CONTRACTOR SHALL INVESTIGATE THE SITE IN ACCORDANCE WITH

THE DISCREPANCY.

OFFICER'S REPRESENTATIVE SHALL DETERMINE MEASURES AS MAY BE REQUIRED TO RESOLVE

ANY SIGNIFICANT DISCREPANCIES THAT WILL INTERFERE WITH THE WORK. THE CONTRACTING

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CONTRACTING OFFICER'S REPRESENTATIVE

SITE FEATURES ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD.

5. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING STRUCTURES, UTILITIES, AND OTHER

NOTIFIED PRIOR TO START OF WORK.

APPARENT AND STRUCTURE ELEVATIONS NEED ADJUSTMENT, THE GOVERNMENT SHALL BE

PLAN DRAWINGS PRIOR TO START OF WORK AT ANY SITE. IF DISCREPANCIES BECOME

4. THE CONTRACTOR SHALL VERIFY ALL CONTOUR ELEVATIONS SHOWN ON THE LOCATION

CONSTRUCTION UNDER THIS CONTRACT, SHALL BE AT THE CONTRACTOR'S EXPENSE.

ANY CHANGES OR MODIFICATIONS TO THESE EXISTING FACILITIES, DUE TO

DITCHES, DRAINS, MANHOLES AND ALL OTHER UTILITIES DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL MAINTAIN IN SERVICE ALL EXISTING SEWERS, CULVERTS,

SHOWN ON SHEET NO. V-001.

2. FOR HORIZONTAL AND VERTICAL CONTROL, SEE CONTROL DATA INFORMATION

I. NGPL (KINDER MORGAN)

H. J.U.L.I.E. (1-800-892-0123)

G. ALL PROPERTY OWNERS WHERE CONSTRUCTION IS LOCATED

CHICAGO (MWRDGC) AND LEASEE'S OF MWRDGC PROPERTY

F. METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER

E. AT & T

D. AMERITECH

C. NICOR

B. COMED

A. VILLAGE OF HODGKINS

IN THE FIELD AND WITH, BUT NOT LIMITED TO, THE FOLLOWING:

THE GOVERNMENT. THE CONTRACTOR SHALL VERIFY ALL SUCH DETAILS AND NOTES

UTILITIES SHOWN AND LOCATED ON THE PLANS, ARE NOT GUARANTEED ACCURATE BY

1. ALL DETAILS AND NOTES, RELATIVE TO EXISTING SURFACE AND UNDERGROUND

5. THERE CAN BE NO RAILROAD OUTAGES WITHOUT PRIOR COORDINATION WITH MWRDGC.

CONDUCTORS OF ADJACENT WORK. SIGNAGE SHALL BE COORDINATED WITH MWRDGC.

4. THE CONTRACTOR SHALL POST SIGNAGE ALONG THE MWRD RAILROAD NOTIFYING TRAIN

WITH RAILROAD CROSSINGS.

3. THE CONTRACTOR'S SITE TRAFFIC CONTROL PLAN SHALL INCLUDE COMPLIANCE

JOB SITE, INCLUDING REQUIREMENTS OF MWRDGC.

PLACARDS, SPEED LIMITS, DIRT, DUST, LIGHT, AND NOISE REQUIREMENTS ON OR OFF THE

OPERATING AT THE SITE. THE CONTRACTOR SHALL COMPLY WITH TRAFFIC SIGNAGE,

2. THE CONTRACTOR WILL SHARE COMMON ACCESS ROADS WITH OTHER CONTRACTORS

APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

NO MODIFICATION OF THESE REQUIREMENTS WILL BE ALLOWED WITHOUT PRIOR WRITTEN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD).

PROVISIONS, TRAFFIC CONTROL STANDARDS, TRAFFIC SPECIFICATIONS AND THE "ILLINOIS

1. ALL TRAFFIC CONTROL DEVICES USED ON THIS PROJECT SHALL CONFORM TO THE SPECIAL

REPORTS. FOR REFERENCE TO THE REPORTS, SEE THE SPECIFICATIONS.

BORINGS AND DRILL HOLES; OR IN SUBSURFACE INVESTIGATIONS AND GEOTECHNICAL DESIGN

AS OTHERWISE INDICATED. DATES OF DRILLING ARE SHOWN ON THE LOGS OF SOIL AND ROCK

2. THE DATA ON THE LOGS ARE AS DETERMINED AT THE TIME OF DRILLING OF THE BORINGS OR

THE CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION.

1. THE CONTRACTOR IS ADVISED TO READ THE VARIOUS GEOTECHNICAL REPORTS LISTED IN

STANDARD ABBREVIATIONS

WATERSTOPWS

WORKING POINTW.P.

VERTICALVERT.

UNLESS NOTED OTHERWISEU.N.O.

TOP OF ROCKT.O.R.

TYPICAL(TYP.)

TUNNEL BORING MACHINET.B.M.

TUNNEL INTERSECTIONTI

TOP OFT/

TANGENT LENGTHT

CONCRETE WALL THICKNESSt

SYMMETRICALSYM.

STANDARDSTD.

STATIONSTA.

STAINLESS STEELS.S.

SHEETSH.

SECTIONSECT.

SCHEDULESCH.

ROUND�

VITRIFIED CLAY PIPEV.C.P.

RADIUS (HORIZONTAL DIRECTION)Rx

RIGHT OF WAYR.O.W.

REINFORCEMENTREINF.

ROOF DRAINR.D.

REINFORCED CONCRETE PIPER.C.P.

REINFORCED CONCRETER.C.

POINT OF TANGENCYPT

PROJECTIONPROJ.

POINT OF REVERSE CURVEPRC

POINT ON TANGENTPOT

POINT ON ALIGNMENTP.O.A.

POINT OF INTERSECTIONPI

POINT OF CURVATUREPC

PLATEPL

OUTSIDE DIAMETEROD

ON CENTERSO.C.

NUMBERNO.

NOT TO SCALEN.T.S.

NOMINALNOM.

NATURALNAT.

MATCH LINEM.L.

MONITORING WELLMW

MINIMUMMIN.

MANHOLEMH

MAXIMUMMAX.

LOW POINTL.P.

LONG LEG VERTICALLLV

LENGTH ALONG CURVEL

JOINTJT.

INVERTINV.

NSIDE DIAMETERID

HIGH POINTH.P.

GALVANIZEDGALV.

GAGEGA.

GAS LINEG

FLOORFL.

FINISHFIN.

FIBER OPTIC LINEFIBER

FOUNDATIONFDN.

EXTERIOREXT.

EXPANSION JOINTEXP. JT.

EXPANSIONEXP.

END OF BORINGEOB

EMBEDDMENTEMB.

ELEVATIONEL.

EASTBOUNDE/B

DOWELSDWLS

DRAWINGDWG.

DEFLECTIONDEFL.

DIAMETERDIA.

DUCTILE IROND.I.

CURVECRV

COUNTERSUNKC.S.K.

CONTINUOUSCONT.

CONCRETECONC.

COLUMNSCOL.

CLEAR COVERCLR.

CORPS OF ENGINEERSCOE

CORRUGATED METAL PIPEC.M.P.

CLEARCL

CENTER LINE

CONSTRUCTION JOINTCJ

CAST-IN-PLACEC.I.P.

CAST IRONC.I.

CENTER TO CENTERCC

BOTTOMBOT

BOTTOM OFB/

APPROXIMATEAPPROX.

ALTERNATEALT.

ALUMINUMAL.

ADDITIONALADD'L.

ABOUTABT.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT SCHEMATICCS506 36.

SAMPLE TASK ORDER 2 - ROCK SUPPORT DETAILSCS505 35.

SAMPLE TASK ORDER 1 - SOIL NAIL WALL DETAILSCS504 34.

SAMPLE TASK ORDER 1 - TYPICAL GUARD RAIL DETAILSCS503 33.

SAMPLE TASK ORDER 1 - SLOPE PROTECTION DETAILS 2CS502 32.

SAMPLE TASK ORDER 1 - SLOPE PROTECTION DETAILS 1CS501 31.

SAMPLE TASK ORDER 1 - TYPICAL SOIL NAIL WALL CROSS SECTIONCS301 30.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1132+00 TO STA. 1135+00CS212 29.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1129+00 TO STA. 1132+00CS211 28.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1126+00 TO STA. 1129+00CS210 27.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1123+00 TO STA. 1126+00CS209 26.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1120+00 TO STA. 1123+00CS208 25.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1117+00 TO STA. 1120+00CS207 24.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1114+00 TO STA. 1117+00CS206 23.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1111+00 TO STA. 1114+00CS205 22.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1109+00 TO STA. 1111+00CS204 21.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1107+00 TO STA. 1109+00CS203 20.

SAMPLE TASK ORDER 2 - ROCK REINFORCEMENT LAYOUT STA. 1102+00CS202 19.

SAMPLE TASK ORDER 2 - ROCK WALL SHOTCRETE LAYOUTCS201 18.

SAMPLE TASK ORDER 1 - SITE LAYOUT AND WORK POINTSCS102 17.

SAMPLE TASK ORDER 1 - SITE LAYOUT AND WORK POINTSCS101 16.

BORING PLAN AND PROFILE STA 120+00 148+42B-306 15.

BORING PLAN AND PROFILE STA 104+00 120+00B-305 14.

BORING PLAN AND PROFILE STA 75+00 104+00B-304 13.

BORING PLAN AND PROFILE STA 42+00 75+00B-303 12.

BORING PLAN AND PROFILE STA 35+00 42+00B-302 11.

BORING PLAN AND PROFILE STA 0+00 35+00B-301 10.

BORING LOCATION PLANB-101 9.

BORING LEGENDB-001 8.

SURVEY CONTROL AND BENCHMARKSV-001 7.

EXISTING INSTRUMENTATIONG-0066.

STAGE 2 SITE PLANG-0055.

STAGE 1 SITE PLANG-004 4.

SITE PLAN, STORAGE STAGING, AND ACCESSG-003 3.

SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTESG-002 2.

LOCATION AND VICINITY MAPG-001 1.

REFERENCENUMBER

TITLE SHEET SHEET

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MWRD RAILROAD

CHICAGO SANITARY AND SHIP CANAL

DES PLAINES RIVER DES PLAINES RIVER

SEWAGE DISPOSAL LAGOONS

DESIGNATED SITE ACCESS ROUTE

MWRDGC/LASMA MAINTENANCE AREA

USACE TRAILER LOCATION

MWRDGC/LASMA VISITOR CENTER

ASPHALT ACCESS ROAD

SEE DETAIL A

SITE ACCESS ROUTE

LEGEND

(FOR REFERENCE ONLY)

NUMBERS (TYP)

FORMER LAGOON

ALTERNATE ACCESS ROUTE

FOR THE USE OF THE PERMANENT RAMP IN LAGOON 10.

SHALL COORDINATE WITH COR FOR ANY ACCESS REQUIRED

TO COMPLETION OF THE CONTRACT. THE CONTRACTOR

WORK. ANY TEMPORARY RAMPS MUST BE REMOVED PRIOR

2. CONTRACTOR MAY ADD RAMPING AS NECESSARY FOR HIS

OFFICER'S REPRESENTATIVE.

MEET WITH THE APPROVAL OF THE CONTRACTING

ORDER ANY CHANGES TO TASK ORDER WORK LIMITS SHALL

1. WORK LIMITS AND STAGING AREA WILL VARY PER TASK

NOTES:

(APPROX. 60'x90')

AREA

STAGING & STORAGE

PROPOSED CONTRACTOR

CANADIAN NATIONAL RAILROAD

WORK PLATFORM

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RAMP 10

MINING DEWATERING POND

MINING HAUL RAMP

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MINE TRAFFIC DIRECTION

ACCESS GATE

4. CONTRACTOR SHALL AVOID AREAS INDICATED BY MINE TRAFFIC.

3. AERIAL MAY NOT REFLECT THE ACTUAL SITE CONDITIONS; QUANTUM SPATIAL - 09/03/2014

2. STAGE 1 MINING LINE STATIONING 1100+00 TO 1172+00. STAGE 2 MINING LINE STATIONING 2100+00 TO 2178+00.

1. OVERBURDEN STATIONING 0+00 TO 148+42.

NOTES:

WORRAMP 104

HAUL TUNNEL LOCATION

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E P

3. AERIAL MAY NOT REFLECT THE ACTUAL SITE CONDITIONS; QUANTUM SPATIAL - 09/03/2014

2. STAGE 1 MINING LINE STATIONING 1100+00 TO 1172+00. STAGE 2 MINING LINE STATIONING 2100+00 TO 2178+00.

1. OVERBURDEN STATIONING 0+00 TO 148+42.

NOTES:

D A

C H

M A

N N

W K

J O

H N A

G R

O B

O S

K I, P E

W P -1

-R -0

36+00

37+00

38+00

39+00

40+00

1103+00 1

1131+00

1132+00

1133+0

1134+00

1165+00

1166+00

1167+00

1168+00

1169+00

1170+00

1171+00

1172+00

2171+00

2172+00

2173+00

2174+00

2175+00

2176+00

2178+00

G -0

U N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

G-006

A G

O L

A N

D U

N D

E R

F L

O W P

L A

C U

M C

C O

O K R

E S

E R

V O

R O

C K S

L O

P E S

T A

A T

N I

N .T .S

A N

S I

300'0 150'

CHICAGO SANITARY AND SHIP CANAL (CSSC)

DES PLAINES RIVER

RMU-9

RMU-6

RMU-10

RIO

RMU-5

RMU-11

RMU-8

RMU-4

RMU-12

RMU-3

RMU-1

RMU-2

RMU-7

RMU-13

E X

G I

N S

T R

U M

E N

T A

DAMAGE.

BE AWARE OF INSTRUMENTS AND AVOID

DETERMINED. THE CONTRACTOR SHOULD

PLANNED WITH LOCATIONS TO BE

ARE SHOWN. FUTURE INSTRUMENTS ARE

1. EXISTING INSTRUMENTS AS OF MAY 2015

NOTE:

D A

C H

M A

N N

W K

J O

H N A

G R

O B

O S

K I, P E

W P -1

-R -0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

V -0

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

V-001

A G

O L

A N

D U

N D

E R

F L

O W P

L A

C U

M C

C O

O K R

E S

E R

V O

R O

C K S

L O

P E S

T A

A T

N I

S U

R V

E Y C

O N

T R

O L A

N D B

E N

C H

M A

R K

BLA 1

BLA 3

ASE 1

NAVD88

IL EAST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

NORTHING (Y) EASTING (X)

DESCRIPTION

ELEV. ELEV.

GENERAL NOTES

BRASS DISK

CCD

24.81

23.74

20.08

BLA 1

BLA 3

ASE 1

1854988.39 1116133.82

1122382.601864087.53

1123312.471865608.32

TO NGS MONUMENTS ME1716, ME1780, ME1788, AND AJ2798.

ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED

1200 0 1200 2400

SCALE IN FEET

DATUM U.S. FEET. NAVD88 (GEOID12A)-579.29=CCD.

ALL ELEVATIONS SHOWN ARE REFERENCED TO THE CHICAGO CITY

COST ACCORDINGLY IN THE BID.

THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE

CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS

CONSTRUCTION MAY VARY AND DIFFER FROM THOSE SHOWN. THE

CONDITIONS EXISTING AT THAT TIME. EXISTING CONDITIONS DURING

DECEMBER 2012 SURVEY PERFORMED BY USACE AND REPRESENTS

THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A

604.10

603.02

599.38

OF 1983 (2007), U.S. FEET.

PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM

ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE

604.10

(GEOID12A) (GEOID12A) (GEOID12A)

603.02 599.38

A N

S I

D A

C H

M A

N N

W K

U N

J O

H N A

G R

O B

O S

K I, P E

W P -1

-R -0

B -0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

B-001

A G

O L

A N

D U

N D

E R

F L

O W P

L A

C U

M C

C O

O K R

E S

E R

V O

R O

C K S

L O

P E S

T A

A T

N I

FILL

+11.6

-18.4

TSC-B-10A

5/6/83 and if sticky, the specimen should be spread out in a thin layer and allowed to lose some moisture by evaporation. Then the specimen is rolled out by hand on a smooth surface or between the palms into a thread about one-eighth inch in diameter. The thread is then folded and rolled repeatedly. During the manipulation the moisture content is gradually reduced is reached.

continued until the lump crumbles.

the more potent is the colloidal clay fraction in the soil. Weakness of the thread at the plastic limit and quick loss of coherence of the lump below the plastic limit indicate either which occur below the A-line.

Highly organic clays have a very weak and spongy feel at the plastic limit.

After removing particles larger than the No. 40 sieve size, a specimen of soil about one-halfAfter removing particles larger then No. 40 sieve size, prepare a pat of water if necessary to make the soil soft but not sticky.

Place the pat in the open palm of one hand and shake horizontally, reaction consists of the appearance of water on the surface of the pat sample is squeezed between the fingers, the water and gloss disappear from the surface, the pat stiffens, and finally it cracks or crumbles.

The rapidity of appearance of water during shaking and of its disap-pearance during squeezing assist in identifying the character of the fines in a soil.

Very fine clean sands give the quickest and most distinct reaction striking vigorously against the other hand several times. A positive which changes to a livery consistency and becomes glossy. When the whereas a plastic clay has no reaction. Inorganic silts, such as a typical

(1) Boundary classifications. Soils possessing characteristics of two groups are designated by combinations of group symbols. For example GW-GC, well-graded gravel-sand mixture with clay binder.

FIELD IDENTIFICATION PROCEDURES FOR FINE-GRAINED SOIL OR FRACTIONS

crumbling between the fingers. This strength is a measure contained in the soil. The dry strength increases with of the character and quantity of the colloidal fraction

After removing particles larger than No. 40 sieve size, mold a necessary. Allow the pat to dry completely by oven, sun, strength. Silty fine sands and silts have about the same slight dry strength, but can be distinguished by the feel when powdering the dried specimen. Fine sand feels gritty feel of flour.

High dry strength is characteristic for clays of the CH group.

A typical inorganic silt possesses only very slight dry whereas a typical silt has the smooth

Well-graded gravels, gravel-sand mixtures, little or no fines.

Poorly-graded gravels, gravel-sand mixtures, little or no fines.

Clayey gravels, gravel-sand-clay mixtures

Well-graded sands, gravelly sands, little or no fines.

Poorly-graded sands, gravelly sands, little or no fines.

Silty sands, sand-silt mixtures.

Clayey sands, sand-clay mixtures.

Typical Names Group

Symbols Major Divisions

1 2 3 4

C o a rs e -g ra in e d S o il s

S a n d s

G ra v e ls

M o re t h a n h a lf o f c o a rs e f ra c ti o n

(F o r v is u a l c la s s if ic a ti o n th e /4 -i n s iz e m a y b e u s e d a s e q u iv a le n t to

C le a n G ra v e ls

(L it tl e o r n o f in e s

G ra v e ls w it h F in e s

(A p p re c ia b le a m o u n t o f fi n e s

C le a n S a n d s

(L it tl e o r n o f in e s

S a n d s w it h F in e s

(A p p re c ia b le a m o u n t o f fi n e s

Field Identification Procedures

(Excluding particles larger than 3 inches and basing fractions on estimated weights)

Wide range in grain sizes and substantial amounts

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity (for

Plastic fines (for identification procedures see CL below)

Wide range in grain size and substantial amounts

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity (for

Plastic fines (for identification procedures see

CL below).

Identification Procedures on Fraction Smaller than NO. 40 Sieve Size identification procedures see ML below).

of all intermediate particle sizes.

identification procedures see ML below).

of all intermediate particle sizes

Silty gravels, gravel-sand-silt mixtures

Information Required for

Describing Soils

For undisturbed soils add information on drainage characteristics and hardness of the coarse grains;

pertinent descriptive information, Example:

cementation, moisture conditions and local or geologic name and other and symbol in parentheses.

angular gravel particles 1/2-inch well-compacted and moist in place;

alluvial sand; (SM).

maximum size; rounded and subangular

Give typical name; indicate approximate stratification, degree of compactness percentages of sand and gravel, max.

Silty sand, gravelly; about 20% hard, sand grains coarse to fine; about 15% size, angularity, surface condition, D e te rm in e p e rc e n ta g e s o f g ra v e l a n d s a n d f ro m g ra in -s iz e c u rv e s ie v e s iz e c o a rs e -g ra in e d s o il s a re c la s s if ie d a s f o ll o w s

L e s s t h a n

M o re t h a n t o

G W

G P S

W S

G M

G C S

M S

B o rd e rl in e c a s e s r e q u ir in g u s e o f d u a l s y m b o ls

U s e g ra in -s iz e c u rv e i n i d e n ti fy in g t h e f ra c ti o n s a s g iv e n u n d e r fi e ld i d e n ti fi c a ti o n

Laboratory Classification

Criteria

Atterberg limits above "A" line with PI greater than 7

Atterberg limits below "A" line Limits plotting in hatched zone with

PI between 4 and 7 are borderline cases requiring use of dual symbols.

or PI less than 4

Not meeting all gradation requirements for SW x10

D60 u

D C =

Cc Between 1 and 3

Atterberg limits below "A" line or PI less than 4

Atterberg limits above "A" line with PI greater than 7

Not meeting all gradation requirements for GW

Above "A" line with

PI between 4 and 7 are borderline cases requiring use of dual symbols.

x10

D60 u

D C = Greater than 6

Cc Between 1 and 3

Greater than 4

0 10 20 30 40 50 60 70 80 90 100

CL-ML

Toughness and Dry Strength Increase with Increasing Plasticity Index

A -L in e

P L

A S

Y I

N D

E X

LIQUID LIMIT

PLASTICITY CHART

For laboratory classification of fine-grained soils

Comparing Soils at Equal Liquid Limit

Dry Strength

(Crushing characteristics)

Dilatancy

(Reaction to shaking)

Toughness

(Consistency near PL)

None to slight Quick to slow None

Medium to high None to very slow Medium

Slight to medium Slow Slight

Slight to medium Slow to none Slight to medium

High to very high None High

None to very slow Slight to medium

Readily identified by color, odor, spongy feel and frequently by fibrous texture.

Example:

For undisturbed soils add information on structure, stratification, consistency in undisturbed and remolded states, moisture and drainage condition.

character of plasticity, amount and maximum size of coarse grains, color geologic name, and other pertinent in parentheses.

in wet condition, odor if any, local or small percentage of fine sand, Give typical name, indicate degree and descriptive information, and symbol

Clayey silt, brown, slightly plastic, numerous vertical root holes, firm and dry in place, loess, (ML).

F in e -g ra in e d S o il s

S il ts a n d C la y s

L iq u id l im it g re a te r th a n

PtHighly Organic Soils Peat and other highly organic soils.

Organic clays of medium to high plasticity organic silts.

Organic silts and organic silty clays of low plasticity.

Inorganic clays of low to medium plasticity, or lean clays.

clayey silts with slight plasticity.

Medium to high

Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or

Organic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts.

Inorganic clays of high plasticity, fat clays.

gravelly clays, sandy clays, silty clays, S il ts a n d C la y s

L iq u id l im it l e s s t h a n

U N I F I E D S O I L C L A S S I F I C A T I O N (Including Identification and Description)

M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e is l a rg e r th e n N o s ie v e s iz e is s m a ll e r th a n N o s ie v e s iz e th e N o s ie v e s iz e

M o re t h a n h a lf o f m a te ri a l is s m a ll e r th a n N o s ie v e s iz e

T h e N o s ie v e s iz e i s a b o u t th e s m a ll e s t p a rt ic le v is ib le t o t h e n a k e d e y e

D e p e n d in g o n p e rc e n ta g e o f fi n e s fr a c ti o n s m a ll e r th e n N o nonplastic fines with low dry strength;

moist soil with a volume of about one-half cubic inch. Add enough rock flour, show a moderately quick reaction.

DILATANCY (Reaction to shaking)

DRY STRENGTH (Crushing characteristics) screening is not intended, simply remove by hand the coarse particles that interfere with the tests.

pat of soil to the consistency of putty, adding water if or air drying, and then test its strength by breaking and

in. For field classification purposes

After the thread crumbles, the pieces should be lumped together and a slight kneading action inorganic clay of low plasticity, or materials such as kaolin-type clays and organic clays and the specimen stiffens, finally loses its plasticity, and crumbles when the plastic limit inch cube in size, is molded to the consistency of putty. If too dry, water must be added

TOUGHNESS (Consistency near plastic limit)

(2) All sieve sizes on this chart are U.S. standard.

increasiny plasticity.

LEGEND

accum at accumulated

A B B R E V I A T I O N S sd sdy sh shy si sis siy sl slcs slick sml sand sandy shale shaly silt siltstone silty slight, slightly siliceous slickenside small scat scattered ln lo ls lt med mic min mod mot mss mst mtl mtx nod

num

occ ool op org lense loose limestone light medium micaceous mineralized, -ization moderate, moderately mottling, mottled massive moist material matrix nodule no recovery numerous overburden (unclassified) occasional, -ally oolite, oolitic open,opened organic part pbl petro

pit

pl pla pln pwdr prob pt

ptg qtz rec partially pebble petroleum, petroliferous plasticity index pit, pitted, pitting plastic limit plastic platy plane powder, powdered probable, probably paper-thin pressure test parting quartz recovered

LL liquid limit el est excl extr f fe fld fm fos frac frag fri fsl gen glau gr gra grad grn grt gvl gyp elevation estimate,-ed excluding extremely fine, finely iron filled formation fossil, fossiliferous fracture fragment friable fissle generally glauconite, -itic gray grain, grained gradational green grout gravel, gravelly gypsum h/a hd hem hld hor imbdd incl intbdd intlam irr jt l/a lam

LDW

lea lg lig lim high angle hard hematite healed horizontal imbedded including interbed, interbedded interlaminated irregular, irregularly joint low angle lamina, -ae, -ated lost core lost drill water leached large lignitic limonite

DWR drill water retained drv drive bky bl bld

BOH

blocky black boulder bottom of hole br brec brk c cal calc brown brecciated broken coarse calcite calcareous carb cav cbl

cem

cht circl cl cly cmtd col conc congl crm d dis dk dmp dol carbonaceous cavity cobble corrected depth cement core in hole chert circulation clay clayey cemented columnar concrete conglomerate crumbly dense disseminated dark damp dolomite, dolomitic drl drilling

BK back alt ang approx argil bbl bdd bdr bifur angular alternating approximate, -mately argillaceous barrel bedded, bedding bedrock bifurcating

AH ahead rk rnd

RQD

sat rock round rock quality designation saturated

REF refusal so soln soft solution, -tioned, -tioning ss st stf strg styl stylc sur ti

sandstone stain, -ed, -ing stiff stringer stylolite stylolitic surface tight top of rock tr

unacct var v vert vgy w/ wea wht

x-bdd xl xln yel trace unaccountable loss unaccountable variable very vertical vuggy with weathered white water level water table cross-bedded crystal crystalline yellow

SPT std. penetration test smpl sample

* When using as the plural form add "s"

GENERAL NOTES

Parting

Band

Thin Bed

Medium Bed

Thick Bed

Massive

< 0.02'

0.02' - 0.2'

0.2' - 0.5'

0.5' - 1.0'

1.0' - 2.0'

> 2.0'

TERMS FOR THICKNESS

OF BEDDING

Very soft or plastic

Soft

Moderately hard

Can be indented easily with thumb

Can be scratched with fingernail

Can be scratched easily with knife;

cannot be scratched with fingernail

Hard

Very hard

Difficult to scratch with knife

Cannot be scratched with knife

SCALE OF HARDNESS

TERMS FOR HARDNESS OF BEDROCK

DESCRIPTION

LEGEND FOR BORING TYPE

SHOWN ON EXPLORATION PLANS

Standard Penetration & Cored

DESCRIPTIONSYMBOL

Auger Hole

Standard Penetration

Vertical Core Hole

Angle Core Hole

Cone Penetrometer

Observation Well Installation Bore Hole with Piezometer or

"DRILLING REFUSAL" IS DEFINED AS THE POINT BEYOND WHICH FURTHER PENETRATION IS

IMPRACTICABLE WITH THE EXPLORATION METHOD USED.

SOILS NOT CLASSIFIED OR OTHERWISE DIFFERENTIATED OVERLYING TOP OF ROCK IS DENOTED

AS "OVERBURDEN."

Resonant Sonic Boring

TOP OF ROCK ELEVATION MAY VARY LOCALLY.

AFTER DRILLING)

READING, 24 HOURS

(DATE OF WATER LEVEL SOIL CLASSIFICATION

ALL ELEVATIONS ARE IN FEET AND REFER TO CHICAGO CITY DATUM (CCD).

1These procedures are to be performed on the minus No. 40 sieve size particles, approximately

PRACTICE FOR ENGINEERING PURPOSES", L. KIRKALDIE, ED., ASTM 1984.

2. DEERE, D.U., AND DEERE, D.W. 1988. "THE ROCK QUALITY DESIGNATION (RQD) INDEXING

PROC, 8TH U.S. SYMP. ROCK MECH., AIME, NEW YORK, PP. 237 - 302.

1. DEERE ET AL (1967). "DESIGN OF SURFACE AND NEAR SURFACE CONSTRUCTION IN ROCK", REFERENCES:

LENGTH OF CORE WHICH SHOULD HAVE BEEN RECOVERED AND EXPRESSED AS A PERCENTAGE.

OF CORE RECOVERED OVER 4 INCHES IN LENGTH ARE ADDED THEN DIVIDED BY THE TOTAL

RQD IS A MEASURE OF THE ROCK QUALITY AS DEFINED BY DR. DAN DEERE. ALL LENGTHS

DOES NOT INDICATE THE ABSENCE OF GROUNDWATER.

WERE NOT TAKEN ON EVERY HOLE FOR VARIOUS REASONS. THE ABSENCE OF A READING

ON THE LOGS MUST BE DETERMINED BY SEPARATE OBSERVATIONS. WATER LEVEL READINGS

THEREFORE ACTUAL LEVEL OF GROUNDWATER ON ANY DATE OTHER THAN THAT SHOWN

4. GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND POOL STAGES,

GROUND WATER ELEVATION.

FLUID OR AN INSUFFICIENT PASSAGE OF TIME TO PERMIT BORING TO REFLECT ACTUAL

WATER ELEVATIONS INDICATED ON BORING LOGS MAY HAVE BEEN INFLUENCED BY DRILLING

"SPLITSPOON REFUSAL" IS DEFINED AS A BLOW COUNT GREATER THAN 50 BLOWS-PER-HALF

FOOT OF TOOL ADVANCEMENT WHEN CONDUCTING STANDARD PENETRATION DRILLING.

1.BORING LOGS FOR THIS WORK ARE INCLUDED IN SPECIFICATION SECTION 00 32 00 GEOTECHNICAL DATA.

B O

G L

E G

E N

D N .T .S

A N

S I

G A

A N

A O

U N

W P -1

-R -0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

B -1

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

B-101

A G

O L

A N

D U

N D

E R

F L

O W P

L A

C U

M C

C O

O K R

E S

E R

V O

R O

C K S

L O

P E S

T A

A T

N I

B O

G L

O C

A T

L A

U N

SEECO-B-62

SSI-B-37

SSI-B-38

SSI-SB-1

SEECO-B-65

CSSC-B-5

3. FOR LEGENDS, SYMBOLS, AND SOIL PROFILE NOTES, SEE SHEET B-001.

LOGS AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR.

2. THE STRIP LOGS PROVIDE A SUMMARY OF INFORMATION FROM THE BORING

SECTION 00 31 32.

1. FOR ADDITIONAL SUBSURFACE INFORMATION, REFER TO SPECIFICATION

NOTES:

500'0 250'

SSI-B-30

SSI-B-31

SSI-B-32

SSI-B-33

LB-107-98

SSI-B-34

SEECO-B-03

SSI-B-35

SSI-B-36

TW-1-00 LB-101-98

SSI-B-40

SSI-B-39

LB-101A-98OW-1-00

SSI-B-29

SSI-B-28

SSI-B-27

CSSC-B-6

SSI-B-18A

SSI-B-26

SSI-B-24

SSI-B-19

SSI-B-23

SSI-B-20

LB-116-98

SEECO-B-29

SEECO-B-27

LB-103-98

SEECO-B-22

SEECO-B-23

LB-103A-98

SSI-B-13

SSI-B-17

SSI-B-14

SEECO-B-05

SEECO-B-08SEECO-B-11

SEECO-B-14

SEECO-B-17

SSI-B-25

SEECO-B-15

SEECO-B-16

SSI-B-21 SSI-B-22

SEECO-B-10

SEECO-B-09

LB-102-98

SSI-B-52C

SEECO-B-13

SSI-B-50B

SEECO-B-12

SSI-B-45A

SSI-B-51B

SEECO-B-18

SSI-B-49A

SSI-B-47A

SSI-B-48

SSI-B-42

SEECO-B-02

SSI-B-43

SEECO-B-07

SSI-B-41

SEECO-B-01

SEECO-B-06SSI-B-44C

LB-112-98

SSI-B-46G

SSI-B-53

LB-108-98

SSI-B-62SSI-B-66

SSI-B-61

SSI-B-60

SSI-B-59

LB-113-98

SSI-B-58

SSI-B-57

SSI-B-56

SEECO-B-19

SEECO-B-25

SSI-B-54

SSI-B-55

SEECO-B-20

SEECO-B-24

SEECO-B-34

SSI-B-64

SEECO-B-33

SSI-B-65 SEECO-B-32

STS-B-3

SEECO-B-50

LB-115A-99

Golder-9M

LB-115-98

SSI-SB-97

LB-110-98

SSI-B-76

SSI-B-75

SSI-B-74A

SSI-B-73

SSI-B-72

SSI-B-71

SSI-B-70

SSI-B-69

SSI-B-68

SSI-B-67

SSI-B-63

STS-B-2

SEECO-B-51

SEECO-B-41

SSI-B-16

SEECO-B-31

SEECO-B-40

SEECO-B-35

SEECO-B-46

SEECO-B-39

SEECO-B-36SB-P-1-1

SSI-SB-9

SSI-SB-8

SSI-SB-2

SSI-SB-3

SSI-B-1

SSI-B-3

SSI-B-4

SSI-B-12

SSI-B-11

SSI-B-10A

SEECO-B-37

SSI-B-9

SSI-B-8

SSI-B-7

SSI-B-6

SSI-B-5

SSI-SB-7

SEECO-B-67

SEECO-B-64

SEECO-B-63

SEECO-B-59

SEECO-B-58

SEECO-B-56

SSI-SB-4

SSI-SB-6

SSI-SB-5

SEECO-B-57

LB-105-98

SSI-SB-10

SSI-SB-12

SSI-SB-14

SSI-SB-16

SSI-SB-18

SSI-SB-20

SSI-SB-22

SSI-SB-24

SSI-SB-25

SSI-SB-26

SSI-SB-27

SSI-SB-29

SEECO-B-79

DH-71-39(82)

SSI-SB-30

SEECO-B-74

B-7-07

SSI-SB-42

SSI-SB-41

SSI-SB-40

SSI-SB-39

SSI-SB-38

SSI-SB-37

SSI-SB-36

SSI-SB-35

LB-111-98

SSI-SB-31

SSI-SB-34

SSI-SB-33

CSSC-B-8

SSI-SB-32

SSI-SB-28

LB-118-98

SSI-SB-51

STS-B-5

SSI-SB-50

B-16-07

SSI-SB-49

SSI-SB-48

SSI-SB-47 SSI-SB-46

SEECO-B-83

SSI-SB-45

B-8-07 SEECO-B-80SSI-SB-44

B-14-07

SSI-SB-43

P-6 STS-B-4

SEECO-B-76

SEECO-B-75

SEECO-B-77SEECO-B-78

STS-B-119

P-5 P-4

SSI-SB-52

P-3 SSI-SB-53

SEECO-B-81

B-9-07 P-2

SSI-SB-54

P-1

SSI-SB-55

SEECO-B-82

SSI-SB-56

SSI-SB-57

SSI-SB-58

SSI-SB-60

SSI-SB-62

SSI-SB-64

SSI-SB-65

B-18-07

B-10-07

SSI-SB-59

SSI-SB-61

SSI-SB-63

SSI-SB-66

SSI-SB-68

SSI-SB-69

SSI-SB-71

SSI-SB-72

SSI-SB-74

SSI-SB-75

SSI-SB-76

LB-104-98

LB-104B-99

SSI-SB-83

SSI-SB-82

SSI-SB-67

SSI-SB-81

SSI-SB-80

SSI-SB-79

SSI-SB-78

SSI-SB-77

SSI-SB-73

SSI-SB-84

SSI-SB-87

SSI-SB-90

SSI-SB-85

SSI-SB-86

LB-104A-98

SEECO-B-68

SEECO-B-69

SSI-SB-88

SSI-SB-89

SSI-SB-96

SSI-SB-95

SSI-SB-94

SSI-SB-93SSI-SB-92

SSI-SB-91

SSI-SB-88

SEECO-B-61

SEECO-B-60

SEECO-B-54

SEECO-B-53

SEECO-B-42

LB-114-98

SEECO-B-43

SEECO-B-52

TW-2-00

SEECO-B-04

SSI-B-2

LB-109-98

SEECO-B-48

SEECO-B-47

SEECO-B-38

LB-117-98

SSI-B-15LB-105A-98

SSI-SB-11

SSI-SB-13

SSI-SB-15

SSI-SB-23

SSI-SB-21

SEECO-B-66

SSI-SB-17

SSI-SB-19

SSI-SB-70

SEECO-B-28

G A

A N

A O

A N

S I

W P -1

-R -0

100 2001000 20105 5010

VERTICAL: HORIZONTAL:

SSI-B-71SSI-B-74A SSI-B-73 SSI-B-66 SSI-B-64 SSI-B-57 SSI-B-55

LB-113-98LB-114-98

SS-B-69

BORING LOGS STA. 0+00 - 35+00

BOULDER

COBBLE

BOULDER

COBBLE

BOULDER

COBBLE

BOULDER

COBBLE

BOULDER

COBBLE

BOULDER

COBBLE

BOULDER

COBBLE

BOULDER

COBBLE

BOULDER

COBBLE

E L

E V

A T

E T

T U

-50

-100

E L

E V

A T

E T

T U

-50

-100

-40.2 -40.6 -43.3

-45.5 -46.9

-43.6

-386.1

SSI-B-62 SSI-B-60 SSI-B-51B SSI-B-49A SSI-B-45A SSI-B-43 SSI-B-41

LB-112-98

LB-102-98

-41.4 -38.2

BEDROCK

-20.3

-46.7 -46.3 -47.8

BEDROCK

-28.0

-44.8 -46.7

-45.2-45.0

BEDROCK

-25.0

BOULDER

COBBLE

BR BR

00+00 5+00 15+00 10+00 20+00 25+00 30+00 35+00

C S S

C -B -5

C S S

C -B -6

T W -1 -0

R M

U -1

R M

U -2

R M

U -3

R M

U -4

R M

U -5

R M

U -6

R M

U -7

R M

U -8

R M

U -9

R M

U -1

R M

U -1

R M

U -1

R M

U -1

TSC-B-20A

TSC-B-19A

TCS-B-18A

TSC-B-15A

TSC-B-13A

TSC-B-12ATSC-B-10

TSC-B-11A

TSC-B-16A

TSC-B-10A

TSC-B-14A TSC-B-17A

D P

R -B -2

D P

R -B -1

S E E

C O -B -4

S E E

C O -B -0

S S I-B -4

S E E

C O -B -4

S E E

C O -B -0

S S I-B -3

S E E

C O -B -2

S S I-B -5

S S I-B -6

S E E

C O -B -0

S E E

C O -B -1

S E E

C O -B -2

S S I-B -1

S S I-B -4

S S I-B -5

S E E

C O -B -3

S S I-B -1

S S I-B -2

S S I-B -9

S E E

C O -B -1

S E E

C O -B -3

S S I-B -1

S S I-B -2

S S I-B -8

S S I-B -2

S S I-B -1

S S I-B -3

S S I-B -2

S S I-B -7

S E E

C O -B -2

S S I-B -2

S E E

C O -B -1

S S I-B -3

S B -P -1 -1

S E E

C O -B -3

S S I-B -3

S E E

C O -B -4

S E E

C O -B -4

S S I-S

B -1

S E E

C O -B -0

S S I-S

B -2

S E E

C O -B -3

S S I-B -2

S E E

C O -B -2

S S I-B -1

S E E

C O -B -5

S E E

C O -B -1

S S I-S

B -3

S E E

C O -B -1

S E E

C O -B -2

O W -1 -0

S S I-S

B -4

S E E

C O -B -2

S S I-S

B -5

S E E

C O -B -5

S E E

C O -B -5

S S I-B -3

S S I-S

B -6

S E E

C O -B -3

S E E

C O -B -5

S S I-S

B -8

S S I-S

B -7

S S I-S

B -1

S E E

C O -B -0

S S I-S

B -9

S S I-S

B -9

O W -2 -0

S S I-B -7

S E E

C O -B -0

S S I-B -4

S S I-B -5

S S I-B -6

S S I-B -7

S E E

C O -B -1

S S I-B -4

S S I-B -5

S S I-B -6

S S I-B -3

S S I-B -4

S S I-B -5

S S I-B -6

S S I-B -7

S S I-S

B -1

S S I-S

B -9

S S I-B -3

S S I-B -4

S S I-B -5

S S I-B -6

S S I-B -7

5S S I-S

B -9

S S I-B -7

S E E

C O -B -1

S S I-S

B -9

S E E

C O -B -4

S S I-B -3

S S I-S

B -1

S S I-S

B -1

S E E

C O -B -0

S S I-B -3

L B -1

-9

L B -1

A -9

S E E

C O -B -4

S E E

C O -B -5

S E E

C O -B -0

S E E

C O -B -1

S E E

C O -B -1

S E E

C O -B -1

S E E

C O -B -0

S E E

C O -B -5

S E E

C O -B -2

S E E

C O -B -3

S S I-S

B -9

S E E

C O -B -6

S E E

C O -B -3

S E E

C O -B -6

S E E

C O -B -3

S E E

C O -B -5

S E E

C O -B -5

S E E

C O -B -5

S E E

C O -B -3

L B -1

A -9

S S I-S

B -9

L B -1

-9

S E E

C O -B -4

S T S -B -2

S E E

C O -B -2

L B -1

-9

L B -1

-9

L B -1

-9

L B -1

A -9

S E E

C O -B -6

L B -1

-9

S E E

C O -B -6

S E E

C O -B -6

S E E

C O -B -6

S T S -B -3

G o ld e r-9

S S I-S

B -9

L B -1

-9

L B -1

-9

S S I-S

B -9

L B -1

-9

L B -1

A -9

9 L B -1

-9

L B -1

-9

L B -1

-9

L B -1

-9

L B -1

-9

S S I-B -3

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

B -3

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

B-301

A G

O L

A N

D U

N D

E R

F L

O W P

L A

C U

M C

C O

O K R

E S

E R

V O

R O

C K S

L O

P E S

T A

A T

N I

B O

G P

L A

N A

N D P

R O

S T

U N

SEECO-B-25

STS-B-2

SEECO-B-18

SEECO-B-19

SEECO-B-32

SSI-B-63

SEECO-B-24

LB-113-98

SSI-B-58

SEECO-B-20

SSI-B-57

SSI-B-56

SSI-B-55

SSI-B-54

SSI-B-53

SSI-B-51B

SEECO-B-12

SSI-B-52C

LB-102-98

SEECO-B-13

SSI-B-50B

SSI-B-49A

SSI-B-48

SSI-B-47A

SSI-B-46G

LB-112-98

SSI-B-45A

SSI-B-62

LB-108-98

SSI-B-61

SSI-B-60

SSI-B-59

SEECO-B-07

SSI-B-44C

SEECO-B-06

SSI-B-43

SSI-B-42

SEECO-B-01

SSI-B-41

CSSC-B-5

SSI-B-35

SSI-B-36

SSI-B-37

SSI-B-38

LB-101-98

LB-101A-98

SSI-B-34

SEECO-B-03

LB-107-98

SSI-B-33

SSI-B-32

SSI-B-31

SEECO-B-04

OW-2-00

OW-1-00

SEECO-B-02

TW-1-00

SSI-B-39

SSI-B-30

SEECO-B-09

LB-116-98

SSI-B-29SSI-B-28

SEECO-B-05SEECO-B-08SEECO-B-11

SEECO-B-10

SSI-B-27

SSI-B-26

SSI-B-25

SEECO-B-15

SEECO-B-16

SSI-B-40

LB-115A-99

Golder-9M

LB-115-98

SSI-SB-94

SSI-SB-95

SSI-SB-97 LB-110-98

SEECO-B-61 SEECO-B-53 SEECO-B-52 SEECO-B-43

SEECO-B-42 SEECO-B-33

SSI-B-76

SSI-B-75 SSI-B-74A SSI-B-73

SSI-B-72

SSI-B-71

SSI-B-70

SSI-B-69

LB-114-98

SSI-B-68

SSI-B-67 SSI-B-66

SSI-B-65

SSI-B-64

SSI-SB-96

SSI-SB-93

SSI-SB-92

SSI-SB-91

SSI-SB-90

G A

A N

A O

O J

A N

S I

W P -1

-R -0

BORING LOGS STA. 35+00 TO STA. 41+80

33+00

34+00

35+00

42+00

43+00

44+00

E L

E V

A T

E T

T U

E L

E V

A T

E T

T U

0 0

-100 -100

-25.7

50 50

PLAIN VIEW

0200 200

020 10 025

VERTICAL: HORIZONTAL:

20 25

SS1-B-37

SS1-B-38LB-101A-98

SS1-B-39SS1-B-40

10/10/00

10/11/00

BEDROCK

-43.8 -44.0

-52.8

BEDROCK

-50.5

BEDROCK

-45.6

BOULDERS

COBBLES &

-42.7

11/25/98

BEDROCK

8/18/00

GW-GM

FILL

GW-GM

BEDROCK

BOULDERS

COBBLES &

8/10/00

8/9/00

SP-GP

SS1-B-36

SS1-B-35

BOULDERS

COBBLES &

BEDROCK

8/15/00

41+0040+0039+0038+0037+0036+00

S E

E C

O -B -0

O W -1 -0

32+00

S E

E C

O -B -0

S S I-B

-4

S S I-B

-4

S S I-B

-4

T W -1 -0

O W -2 -0

C S

S C -B -5

S S I-B

-3

S S I-B

-3

L B -1

-9

S S I-B

-3

S E

E C

O -B -0

S S I-B

-3

S S I-B

-3

S S I-B

-3

S S I-B

-3

L B -1

-9

L B -1

A -9

S S I-B

-3

S S I-B

-4

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

B -3

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

A G

O L

A N

D U

N D

E R

F L

O W P

L A

C U

M C

C O

O K R

E S

E R

V O

R O

C K S

L O

P E S

T A

A T

N I

B O

G P

L A

N A

N D P

R O

S T

U N

G A

A N

A O

O J

A N

S I

W P -1

-R -0

B-302

B-303

PLAN VIEW

E V

A T

E T

T U

BORING LOGS STA. 40+00 TO STA. 85+00

37+00

38+00

39+00

40+00

CSSC-B-5

SSI-B-35

SSI-B-36

SSI-B-37

SSI-B-38

LB-101-98

LB-101A-98

SSI-B-34

SEECO-B-03

LB-107-98

SSI-B-33

SSI-B-32

SSI-B-31

SEECO-B-04

OW-2-00

OW-1-00

SEECO-B-02

TW-1-00

SSI-B-39

SSI-B-30

SEECO-B-09

LB-116-98

SSI-B-29SSI-B-28

SEECO-B-05SEECO-B-08SEECO-B-11

SEECO-B-10

SSI-B-27

SSI-B-26

SSI-B-25

SSI-B-24

SEECO-B-14

SEECO-B-15

SSI-B-23

SSI-B-22

SSI-B-21

SEECO-B-16

SSI-B-20

SSI-B-19

CSSC-B-6

SSI-B-17

SEECO-B-23

SSI-B-18A

LB-103A-98

LB-103-98

SEECO-B-17

SEECO-B-22

SEECO-B-29

SEECO-B-27

SSI-B-15

SSI-B-14

SSI-B-13

SEECO-B-28

SEECO-B-12 SEECO-B-07

SSI-B-43

SSI-B-42

SSI-B-40

SSI-B-12

SSI-B-11SEECO-B-37

SSI-B-10A

SEECO-B-36

SSI-B-9

SEECO-B-38

SSI-B-8

SEECO-B-47

LB-117-98

SSI-B-7SSI-B-6

SSI-B-5

SEECO-B-48

LB-109-98

SSI-B-4

SSI-B-3

SSI-B-2

SB-P-1-1

SSI-SB-1

SSI-B-1SSI-SB-2

SEECO-B-57

SSI-SB-3

SSI-SB-4

SSI-SB-5

SSI-SB-6

SSI-SB-7

SSI-SB-8

SSI-SB-9

LB-105A-98

LB-105-98

SSI-SB-10

SSI-SB-11

SEECO-B-65

SSI-SB-12

SSI-SB-13

SSI-SB-14

SSI-SB-15

SEECO-B-66

SEECO-B-39

SEECO-B-46

SEECO-B-56

SEECO-B-58

SEECO-B-64

SSI-SB-16

SSI-SB-17

SSI-SB-18

SSI-SB-19

SEECO-B-67

MW-1

E L

E V

A T

E T

T U

5/9/83

BEDROCK DOLOMITE

FILL

TSC-B-20ATSC-B-19A

TCS-B-18A

TCS-B-17A

TSC-B=16A

TSC-B-15A

TSC-B-14A

TSC-B-13A

TSC-B-12A

TSC-B-10

TSC-B-11A

TSC-B-10A

O R

G P

L A

N P

R O

020 10

100 0 100

100 0 100 200

20 50

8/21/06

DOLOMITE

+18.2

-25.7

+17.0

CL-GP

-30.8

SS1-SB-14

SS1-SB-12

DOLOMITE

LB-105-98

FILL-GM

FILL-CL

SS1-SB-7

SS1-SB-5

SS1-SB-3

SS1-SB-2

DOLOMITE

8/8/06

8/10/06 8/16/06

DOLOMITE DOLOMITEDOLOMITE

BEDROCK

SS1-B-3

+9.7

+12.6 +13.6

+15.3

+16.9

CL-ML

-31.1 -30.9

-26.7

-29.4

8/11/06 7/18/00

STA. 85+00 STA. 80+00 STA. 75+00 STA. 70+00 STA. 65+00 STA. 60+00 -381.4 STA. 50+00STA. 55+00 STA. 40+00STA. 45+00

SS1-B-9SS1-B-8

TSC-B-12A

LB-117-98

TSC-B-10

TSC-B-11ATSC-B-10A

FILL

+10.9+11.6 +10.2 +10.1

+11.0

FILL

-18.4

5/6/83

-23.2

GW-GM

7/21/00-17.2

GP-SM

7/21/00

-20.5

7/25/00

FILL

5/6/836/28/81

5/6/83

-12.1

-35.3

DOLOMITE

BEDROCK

DOLOMITE

BEDROCK

DOLOMITE

BEDROCK

-38.8 -38.9

SS1-B-13

+10.4

TSC-B-14A

TSC-B-13A

+11.1+10.8

TSC-B-15A

LB-103-98 TSC-9

+28.2+28.6

FILL

CLCL

FILL

BOULDERS

COBBLES &

-11.2

-17.9

5/6/83

FILL

-16.0

TSC-B-16A

+10.6+10.0 +11.1

-17.4

FILL

SM-SL

-306.4

DOLOMITE MUDSTONE

-360

SHALE

DOLOMITE

BEDROCK

-35.7

-14.8 -16.9

5/6/83

FILL

TSC-B-17A SSI-B-21 TSC-B-18A

7/31/00

FILL

5/5/83

GP-FILL

CL-FILL

SC-SM

CL-CH

-17.1

-26.5 -29.4

DOLOMITE

BEDROCK

-31.2

DOLOMITE

BEDROCK

7/26/00

+10.9

TOPSOIL

+10.3

SSI-B-25

BOULDERS

COBBLES &

-13.9

+10.1 +10.6

+27.4

5/9/83

-22.9

FILL

+9.1

TSC-B-20A

SSI-B-28

SP-SM

8/3/00

+10.1

DOLOMITE

BEDROCK

LB-116-98

FILL

SW-SM

SP-SM

CL-CM

-25.6

CL-CM

SP-SM

SEECO-B-04

+9.6

FILL

GW-SW

GW-GM

GW-SW

GM-SM

SC-SM

GM-SC

SS1-B-32

+11.9 +9.28

SEECO-B-03

-35.9

-43.3

DOLOMITE

BEDROCK DOLOMITE

BEDROCK

-40.1

-45.7

GW-GM

GP-GM

-30

-20

-10

DOLOMITE

BEDROCK

-60

-50

-40

TSC-B-19A

STS-B-104A

+28.4

-10

-20

-30

-40

-50

-60

+28.8 +27.8

11/18/98

+29.0

12 36

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

O L

A N

D U

N D

E R

F L

O W P

L A

C U

M R -P -6

A N

S I

D of Engineers

US Army Corps auto_time

Chicago District

C H

A G

O D

T R

C H

A G

/5 /2

B -3

.d g n

E P

A T

SHEET OF

D E

S C

N M

A R

K T

R A

C K

G N

A C

D A

T E

N O

D E

S C

N M

A R

K T

R A

C K

G N

A C

N D

A T

M C

C O

O K R

E S

E R

V O

R O

C K S

L O

P E S

T A

A T

N I

W P -1

-R -0

U N

G A

A N

A O

E V

A T

E T

T U

-50

-75

-100

-125

-150

-200

-175

LB-105-98

+18.6 +17.0

+28.2 SSI-SB-2SSI-SB-3SSI-SB-5SSI-SB-7SSI-SB-12SSI-SB-14SSI-SB-16SSI-SB-18SSI-SB-24SSI-SB-28SSI-SB-40 SSI-SB-39 SSI-SB-37 SSI-SB-36

BORING LOGS STA. 75+00 TO STA. 104+00

B-304

PLAN VIEW

107+00

108+00

109+00

110+00

111+00

SEECO-B-48

O R

G P

L A

N P

R O

50 0

25 25 50

100 200

0100 100

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

BOULDERS

COBBLES &

-25

FILL-TOPSOIL

AND BOULDERS

BEDROCK, COBBLES

FILL-TOPSOIL

ML-CL

BEDROCK

BOULDER OR

-17.0

BOULDERS

SAND, GRAVEL AND

and/or BOULDERS

LIMESTONE, COBBLES

DOLOMITE

BEDROCK

-375.8

SHALE

FILL- GM

FILL- CL

SM-GM

DOLOMITIC MUDSTONE

FILL-LIMESTONE

BOULDERS

SAND AND

GRAVEL,

E 1120073

N 1860756

E 1118816.002 N 1858935.347

E 1118773.673 N 1858873.346

E 1118900.67 N 1859059.149

E 1118942.998 N 1859121.05 E 1119281.89

N 1859616.157

DOLOMITE DOLOMITE DOLOMITE DOLOMITE

DOLOMITE

DOLOMITE DOLOMITE

-40.2

+19.3

FILL

E 1119457.816 N 1859859.161

+18.5

-27.8

E 1119716.419

N 1860227.366

E 1119800.247

N 1860351.768

+18.4

-27.6 -25.7

+18.4

E 1119884.005

N 1860476.17

-30.8

+17.0

E 1119967.753

N 1860600.671

-33.8

+18.7 +16.9

-31.1

-26.7

+15.3

-30.9

+13.6

-29.4

+12.6

E 1120405.65

N 1861209.281

E 1120363.213

N 1861147.08

E 1120278.285

N 1861023.378

E 1120193.347

N 1860899.776

-322.4

-298.9

+16.9+17.1

-42.1

-45.9

-49.0-48.5

BOULDERS

COBBLES &

DOLOMITE DOLOMITE

BOULDERS

COBBLES &

DOLOMITE

BOULDERS

COBBLES &

+17.0+17.5

TSC-B-1A

TSC-B-2A TSC-B-3A TSC-B-4A

E 1119043 N 1859273 E 1119096

N 1859535

E 1119152 N 1859431

E 1119187 N 1859490

+17.8 +18.0 +18.3 +18.8

-14.0

-18.7

-10.7 -14.2

LIMESTONE

TOPSOIL

ML/CL

FILL-LIMESTONE

LB-111-98

SOIL

TOP

TSC-B-5A

E 11191319 N 1859657

CL-ML

-9.9

-14.4

DOLOMITE

NOT SAMPLED)

(OVERBURDEN

E 1119122 N 1859482

TSC-B-6A

E 1119412 N 1859775

+17.6

TSC-B-7A

E 1119470 N 1859855

+18.0

DOLOMITE

-22.4

GP & SP

-22.1

TSC-B-8A

E 1119602 N 1860067

+16.6

TOPSOIL

GM-SM

TSC-B-9A

E 1119687 N 1860177

TOPSOIL

SM/ML

DOLOMITIC MUDSTONE

SHALE

-381.6

DOLOMITE

BEDROCK

STA. 100+00 STA. 90+00STA. 105+00 STA. 75+00STA. 80+00STA. 85+00

SSI-SB-38

SSI-SB-37

SSI-SB-36

SSI-SB-42

SSI-SB-41

SSI-SB-34

CSSC-B-8

SSI-SB-33

SSI-SB-28

SSI-SB-32

SSI-SB-27

SSI-SB-20

SSI-SB-22

SEECO-B-47

SSI-B-6

SSI-B-5

LB-109-98

SSI-B-4

SSI-B-3

SSI-B-2

SB-P-1-1

SSI-SB-1

SSI-B-1SSI-SB-2

SEECO-B-57

SSI-SB-3

SSI-SB-4

SSI-SB-5

SSI-SB-6

SSI-SB-7

SSI-SB-8

SSI-SB-9

LB-105A-98

LB-105-98

SSI-SB-10

SSI-SB-11

SEECO-B-65

SSI-SB-12

SSI-SB-13

SSI-SB-14

SSI-SB-15

SEECO-B-66

SEECO-B-46

SEECO-B-56

SEECO-B-58

SEECO-B-64

SSI-SB-16

SSI-SB-17

SSI-SB-18

SSI-SB-19

SEECO-B-67

SSI-SB-21

SSI-SB-23

SSI-SB-24

SSI-SB-25

SSI-SB-26

SEECO-B-74

SSI-SB-29

SSI-SB-30

DH-71-39(82)

SEECO-B-79

LB-111-98

SSI-SB-31

LB-118-98

SSI-SB-35

SEECO-B-80

SEECO-B-75

STS-B-4

SSI-SB-39

SSI-SB-40

SSI-SB-43

SSI-SB-44

B-7-07

B-14-07

B-8-07

SSI-SB-45

SEECO-B-83

SSI-SB-46

SSI-SB-47

SSI-SB-48

SSI-SB-49

P-6

B-16-07

SSI-SB-50

STS-B-5

13 36

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

O L

A N

D U

N D

E R

F L

O W P

L A

C U

M R -P -6

A N

S I

D of Engineers

US Army Corps auto_time

Chicago District

C H

A G

O D

T R

C H

A G

/5 /2

B -3

.d g n

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A T

SHEET OF

D E

S C

N M

A R

K T

R A

C K

G N

A C

D A

T E

N O

D E

S C

N M

A R

K T

R A

C K

G N

A C

N D

A T

M C

C O

O K R

E S

E R

V O

R O

C K S

L O

P E S

T A

A T

N I

W P -1

-R -0

U N

G A

A N

A O

96+00

97+00

98+00

99+00

100+00

101+00

102+00

103+00

104+00

119+

120+00

121+00

122+00

123+00

124+00

125+00

126+00

127+00

128+00

C S

S C -B -8

S S I- S

B -2

S S I- S

B -3

D H -7

-3

S E

E C

O -B -7

L B -1

-9

S S I- S

B -3

L B -1

-9

S S I- S

B -3

S S I- S

B -3

S S I- S

B -3

S S I- S

B -3

S S I- S

B -3

S E

E C

O -B -8

S E

E C

O -B -7

E E

C O -B -8

S S I- S

B -3

S S I- S

B -3

S S I- S

B -3

S S I- S

B -4

S S I- S

B -4

S S I- S

B -4

S S I- S

B -4

S S I- S

B -4

B -7 -0

B -1

-0

B -8 -0

S S I- S

B -4

S E

E C

O -B -8

S S I- S

B -4

S S I- S

B -4

S S I- S

B -4

S S I- S

B -4

P -6

B -1

-0

S S I- S

B -5

S T S -B -5

P -5

S S I- S

B -5

S S I- S

B -5

P -4

P -3

B -9 -0

P -2

S S I- S

B -5

P -1

S S I- S

B -5

S E

E C

O -B -8

S S I- S

B -5

S S I- S

B -5

S S I- S

B -5

B -1

-0

B -1

-0

7 S S I- S

B -5

S S I- S

B -5

S S I- S

B -6

S S I- S

B -6

S S I- S

B -6

S S I- S

B -6

S S I- S

B -6

S S I- S

B -6

S S I- S

B -6

S S I- S

B -6

7S S I- S

B -6

S S I- S

B -6

S S I- S

B -7

0S S I- S

B -7

S S I- S

B -7

S S I- S

B -7

120+00 115+00 110+00 105+00

E L

E V

A T

E T

T U

E 634107 N 1859969

E 633818 N 1859551

E 633583 N 1859111

E 633838 N 1858936

E 634162 N 1858714

E 634463 N 1859113

S A

M P

L E

O V

E R

B U

R D

(OFFSET 329.11)(OFFSET 311.85)(OFFSET -57.99)(OFFSET -55+)(OFFSET -66.68)(OFFSET 228+)

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

O L

A N

D U

N D

E R

F L

O W P

L A

C U

M R -P -6

A N

S I

D of Engineers

US Army Corps auto_time

Chicago District

C H

A G

O D

T R

C H

A G

/5 /2

B -3

.d g n

E P

A T

SHEET OF

D E

S C

N M

A R

K T

R A

C K

G N

A C

D A

T E

N O

D E

S C

N M

A R

K T

R A

C K

G N

A C

N D

A T

M C

C O

O K R

E S

E R

V O

R O

C K S

L O

P E S

T A

A T

N I

W P -1

-R -0

U N

G A

A N

A O

O J

E L

E V

A T

E T

T U

-42.16

-46.09

-354.5

-41.21

-34.83-33.92

STS-B-5SEECO-B-80 SEECO-B-83 SEECO-B-78SEECO-B-82 SEECO-B-81

B-305

BORING LOGS STA. 104+00 TO STA. 120+00

PLAN VIEW

O R

G P

L A

N P

R O

050 25 50

100 0 10050

14 36

-50

-100

-150

-200

-250

-300

-350

-400

-50

-100

-150

-200

-250

-300

-350

-400

RACINE FORMATION

SUGAR RUN FORMATION

MARKGRAF MEMBER

JOLIET FORMATION-

MEMBER

BRANDON BRIDGE

JOLIET FORMATION-

DRUMMOND MEMBER

KANKAKEE FORMATION-

ELWOOD FORMATION

BRAINARD FORMATION

FT. ATKINSON FORMATION

PLAINES MEMBER

KANKAKEE FORMATION-

TROUTMAN MEMBER

KANKAKEE FORMATION-

OFFERMAN MEMBER

KANKAKEE FORMATION-

ROMEO MEMBER

JOLIET FORMATION-

SCHWEIZER MEMBER

WILHELMI FORMATION-

BIRDS MEMBER

WILHELMI FORMATION-

100 50 0 100 200

114+00

115+00

116+00

117+00

1172+00

2136+00

2137+00

2138+00

2139+00

2171+00

2172+00

2173+00

S T S -B -1

R M

U -9

P -1

B -9 -0

B -1

-0

B -1

-0

S S I-S

B -6

S E E

C O -B -5

S S I-S

B -6

S S I-S

B -6

S E E

C O -B -5

S E E

C O -B -5

S S I-S

B -6

S S I-S

B -7

S S I-S

B -5

S S I-S

B -6

S S I-S

B -5

S S I-S

B -6

S S I-S

B -6

S S I-S

B -6

S S I-S

B -5

S S I-S

B -5

S S I-S

B -9

S S I-B -7

S S I-S

B -5

S S I-S

B -5

S S I-S

B -8

S S I-S

B -6

S S I-S

B -7

S S I-S

B -9

S S I-B -7

S S I-S

B -9

S S I-B -7

S S I-S

B -7

S S I-S

B -9

S S I-S

B -8

S S…

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File details come from the government source that posted it. Updated Nov 14, 2017.