Attachment 1 - Plans.pdf

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®of Engineers

US Army Corps of Engineers

US Army Corps

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME #

of Engineers

US Army Corps

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MADISON COUNTY, ILLINOIS

WOOD RIVER REACH 5 PUMP STATIONS

ST. LOUIS DISTRICT

WOOD RIVER DRAINAGE AND LEVEE DISTRICT

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G-001

W912P9-22-R-0001

MAY 2022

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US Army Corps

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®of Engineers

US Army Corps of Engineers

US Army Corps

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ABBREVIATIONS

SCALE: NTS

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GENERAL NOTES

NOT APPEAR ON THIS SET OF DRAWINGS.

ALL ABBREVIATIONS SHOWN ON THIS LEGEND MAY1.

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOAT SWITCHFLS

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIMIT SWITCHLTS

LEFTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FORMED SUCTION INLETFSI

FULL SIZEFS

FIRE-RETARDANTFRT

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PUMP STATIONPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PUMPPMP

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LEVEL TRANSMITTERLVT

LOUVERLVR

LIGHTNINGLTNG

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SLIDE GATESLG

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SLIDE GATE OPERATORSGO

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RIGHTRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VARIABLE FREQUENCY DRIVEVFD

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TORQUE SWITCHTS

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

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G-005

REFERENCE SYMBOLS

NORTH SYMBOL

SECTION/ELEVATION LETTER

SECTION OR ELEVATION IS SHOWN

SHEET NUMBER OF SHEET WHERE

DETAIL NUMBER

WHERE DETAIL IS SHOWN

SHEET NUMBER OF SHEET

LETTER, DETAIL NUMBER

SECTION/ELEVATION

DIMENSIONS AND SCALE

SUBJECT TO THE REVIEW OF THE ENGINEER.

SUIT EQUIPMENT FURNISHED. FINAL DIMENSIONS ARE

ASSUMED AND MAY BE VARIED BY THE CONTRACTOR TO

DIMENSIONS AND/OR ELEVATIONS MARKED THUS ( ) ARE1.

2.

MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-)

3.

4.

5. PIPE DIAMETERS ARE SHOWN IN INCHES.

BUILDING ELEVATIONS ARE SHOWN IN FEET AND INCHES.

NOT BE SCALED. USE DIMENSIONS SHOWN.

DIMENSIONS ARE GENERALLY TO SCALE, BUT SHOULD

MATERIAL SYMBOLS

G

N E

R A

L N

O T

E S A

N D L

E G

E N

D

S T L

O U

IS

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IS

T R

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GLASS (ELEVATION)

BATT INSULATION

PLYWOOD

ROUGH WOOD (IN SECTION)

BRICK IN SECTION

PROPOSEDEXISTING

MAJOR

MINOR

RIGID INSULATION

FENCE

SLOPE (3 HORIZ TO 1 VERT)

ARROWS POINT DOWN SLOPE

NEW CUT OR FILL SLOPE;

3:1

WATER LEVEL

GENERAL PLAN SYMBOLS

SITE GRADING - CONTOURS

VEGETATION

135.10 SPOT ELEVATION

ASPHALT PAVEMENT

CONCRETE PAVEMENT

XXXXX XXXXX

RIP RAP

FLOTATION SILT CURTAIN

SILT FENCE

SLOPE

WATER FLOW DIRECTION

ROCK OR UNDISTURBED EARTH

EARTH

CRUSHED ROCK

CONCRETE

BASE COURSE

GRADED CRUSHED AGGREGATE

REINFORCING BARS IN CONCRETE

WELDED WIRE FABRIC

STEEL (IN SECTION)

CONCRETE MASONRY UNIT

SAND, PLASTER

SITE UTILITY LEGEND

BALL VALVE

GLOBE VALVE

PLUG VALVE

CHECK VALVE

GATE VALVE

FIRE HYDRANT

CO

HEADWALL

MH

CLEAN OUT

MANHOLE

SSMH

SANITARY SEWER MANHOLE

PRESSURE VALVE

FH

TS

GATE VALVE WITH TAMPER SWITCH

PANELBOARD

ELECTRICAL POWER MANHOLE

DISCONNECT SWITCH

CMH COMMUNICATIONS MANHOLE

ELECTRICAL POWER HANDHOLE

JUNCTION BOXJ

TRANSFORMERT

LIGHT WITH & WITHOUT POLE

POWER/UTILITY POLE

CB

STORM CATCH BASIN OR INTAKE

THRUST BLOCKING

UTILITY LINE PLUG

WATER MAIN REDUCER

YARD HYDRANT

COMPACT SUBSTATIONCSS

HDWL

AMH AIRFIELD MANHOLE

GUARD POSTS

POST INDICATOR VALVE WITH & WITHOUT

MH

HH

GENERATORGEN

TEMPORARY GENERATOR PADTGP

S

LP

PAD MOUNT SWITCH

TRANSFORMER/CONC PAD

GUYING EQUIPMENT

PEDESTALS, SPLICES, PULL BOXES, HANDHOLES

POWER POLE

SIGN

PIPE

HEADWALL

LIGHT POLE

TREE

ELECTRICAL BOX

PROPERTY LINE

EASEMENT

PROPOSED RIGHT-OF-WAY

UTILITY LINE DESIGNATIONS

STORM DRAIN

WATER SUPPLY

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

COMMUNICATIONS AERIAL

FIBER OPTIC (BURIED)

SS

SS

SD

W

F

FOS

FOR

FOV

E

E

ES

ES

FO

C

C

(GRAVITY MAIN)

SANITARY SEWER

(FORCE MAIN)

SANITARY SEWER

WATER SUPPLY

FIRE PROTECTION

UNDERGROUND

ELECTRICAL PRIMARY

AERIAL

ELECTRICAL SECONDARY

UNDERGROUND

ELECTRICAL SECONDARY

UNDERGROUND

COMMUNICATIONS

AERIAL

ELECTRICAL PRIMARY

MC

UNDERGROUND

METER COLLECTOR

XES

XFO

XC

XC

XMC

XES

XE

XE

XFOV

XFOR

XSS

XSS

XSD

XW

XF

XFOS

COORDINATE SYSTEM

(NAVD88).

VERTICAL DATUM=NORTH AMERICAN VERTICAL DATUM OF 1988

SYSTEM, WEST ZONE, NAD83 (2011), US SURVEY FEET.

HORIZONTAL DATUM = ILLINOIS STATE PLANE COORDINATE

N

XXX

SCALE:

SECTION/ELEV/DETAIL

X-###

X#

X-###

X#

A1

GENERAL LEGEND

SCALE: NO SCALE

XXXX

SOIL BORING

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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10 PLWSPT DESCRIPTIONLLD NOTES

N 779054.075 E 2320192.562

13 NOV 15

15-LWR-506

11/13/15

SPT = 2" OD SPILT-SPOON SAMPLER W/140

LB

AUTO-HAMMER @30" DROP.

AVERAGE HAMMER EFFICIENCY = 83%

FINES VALUES OF 100% ARE ESTIMATES AND

DEEMED TO BE GREATER THAN 90%

SHELBY TUBE #1;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #2;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #3;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #4;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #5;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #6;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #7;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #8;

NO PP OR TORVANE DATA COLLECTED

LOST 0.8' SAMPLE FROM BOTTOM OF TUBE

SHELBY TUBE #9;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #10;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #11;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #12;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #13;

PP = 1.75 TSF; NO TORVANE DATA COLLECTED

END SHIFT 11/13/15 @ 32.5'

BEGIN SHIFT 11/16/15

SHELBY TUBE #14;

PP = 1.5 TSF; NO TORVANE DATA COLLECTED

END SHIFT @ 37.5' ON 11/16/15 - RAIN

BEGIN SHIFT 11/18/15

NO RECOVERY ON SHELBY TUBE: 37.5' - 40'

40' - 40.2': NOT KEPT

WATER MEASURED AT 32.2' AT TIME OF

DRILING.

CAVE IN TO 40.0'

BEGAN MUD ROTARY @ 41.5'

MUD WEIGHT = 66 LB/CUFT

DRILL MUD WT. = 71 LB/CUFT

DRILL MUD WT. = 67 LB/CUFT

DRILLER NOTES TRACE GRAVEL: 77.5' - 84.5'

DRILLER NOTES SOME GRAVEL: 84.5' - 88.5'

1 FOOT THICK GRAVEL LAYER, 86.5' - 87.5'

"ROUGHER" @ 88.5' - 92.5

DRILL MUD = 68 LB/CUFT

TRACE TO SOME GRAVEL: 100' - 107.5'

VERY GRAVELLY: 107.5' - 108.5' (BASED ON

DRILLING ACTION)

END SHIFT 11-18-2015

BEGIN SHIFT 11-20-2015

DRILL MUD WT. = 67 LB/CUFT

DRILL MUD WT. = 66 LB/CUFT

SOME GRAVELS: 121.5' - 123.5'

GRAVEL: 127' - 127.5' (BASED ON DRILLING

ACTION)

HEAVY GRAVEL: 127.5' - 128.5' (BASED ON

DRILLING ACTION)

DRILL MUD WT. = 66 LB/CUFT

DRILL ROD CHATTER/GRAVELLY (BASED ON

DRILLING ACTION)

DRILL MUD WT. = 69 LB/CUFT

DRILL MUD WT. = 68 LB/CUFT

ROLLER BIT TO 138.5', 2 FEET FALL-IN, COE

AND AMEC AGREED TO TERMINATE BORING.

USED 500 GAL. DRILLING FLUID FROM

123.5-138.5'

NO SAMPLES COLLECTED - MATERIAL

BETWEEN 135-138.5' UNKNOWN.

LEAN CLAY (CL), BROWN GRAY, MOIST, VISUAL CLASSIFICATION.

FAT CLAY (CH).

FAT CLAY (CH), BROWN GRAY, MOIST.

FAT CLAY (CH), GRAY.

FAT CLAY (CH), GRAY DARK GRAY.

FAT CLAY (CH), GRAY DARK GRAY.

FAT CLAY (CH), TRACE ORGANICS, THIN, HAIR-LIKE ROOTS.

FAT CLAY (CH), TRACE ORGANICS, THIN, HAIR-LIKE ROOTS.

FAT CLAY (CH), BLACK, MOIST, MEDIUM STIFF, TRACE ORGANICS.

FAT CLAY (CH), GRAY, MOIST, MEDIUM STIFF, TRACE ORGANICS.

FAT CLAY (CH), TRACE ORGANICS, TRACE HAIR LIKE ORGANICS.

FAT CLAY (CH), GRAY BROWN, MOIST, MEDIUM STIFF.

FAT CLAY (CH), BROWN DECREASING.

FAT CLAY (CH), SILT INCREASING.

SILT (ML), GRAY, WET, VERY SOFT.

LEAN CLAY (CL), GRAY BROWN, MOIST, SOFT, VISUAL CLASSIFICATION.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; BROWNISH GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, DENSE, LITTLE SILT.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, MEDIUM DENSE, BLACK LAYER 64.6 64.7.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND, TRACE GRAVEL.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND, TRACE FINE GRAVEL.

WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM).

WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM), MEDIUM; GRAY, WET, DENSE, LITTLE FINE SAND, TRACE COARSE SAND, TRACE FINE

GRAVEL, AND COARSE GRAVEL.

POORLY GRADED SAND.

POORLY GRADED SAND (SP), FINE; GRAY, WET, DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND, GRADING COARSER WITH DEPTH.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND, TRACE FINE GRAVEL.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, DENSE, TRACE COARSE SAND, TRACE FINE GRAVEL.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, VERY DENSE, TRACE COARSE SAND, TRACE GRAVEL.

WELL GRADED SAND WITH SILT (SW-SM).

WELL GRADED SAND WITH SILT (SW-SM), FINE; GRAY, WET, VERY DENSE, SOME MEDIUM SAND, TRACE COARSE SAND, TRACE GRAVEL.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND, TRACE GRAVEL.

WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM).

WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM), FINE TO COARSE; GRAY, WET, DENSE, LITTLE GRAVEL.

POORLY GRADED SAND WITH GRAVEL (SP).

POORLY GRADED SAND WITH GRAVEL (SP), FINE TO COARSE; GRAY, WET, MEDIUM DENSE.

306.70

127.40

240.078

0.100

0.190

0.222

0.084

0.081

0.098

0.085

0.131

0.217

0.125

0.157

0.211

0.193

0.262

0.214

0.178

0.139

0.209

0.160

0.219

15/0"

REFUSAL

G.S.E. 445.20

E L E

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N 779200.712 E 2320174.507

09 DEC 15

15-LWR-507R

10 PLWSPT DESCRIPTIONLLD NOTES

SILTY SAND (SM).

SILTY SAND (SM), BROWN, MOIST, LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM).

FAT CLAY (CH).

FAT CLAY (CH), GRAY BROWN, MOIST, MEDIUM STIFF, SLICKENSIDES.

FAT CLAY (CH), GRAY BROWN, MOIST, MEDIUM DENSE, SLICKENSIDES.

FAT CLAY (CH).

FAT CLAY (CH).

FAT CLAY (CH), GRAY BROWN, MOIST, STIFF.

FAT CLAY (CH), GRAY BROWN, MOIST, MEDIUM STIFF.

FAT CLAY (CH).

FAT CLAY (CH).

FAT CLAY (CH), GRAY BROWN, MOIST, MEDIUM STIFF.

FAT CLAY (CH).

FAT CLAY (CH).

SANDY LEAN CLAY (CL), GRAY, MOIST, MEDIUM STIFF TO LOOSE, SILTY SAND (SM) AT BOTTOM 0.2'.

SILTY SAND (SM).

SANDY SILT (ML).

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY BROWN, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE CLAY STRATA OR LENSES.

POORLY GRADED SAND (SP), FINE; GRAY, WET, VERY LOOSE.

KEPT).

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE, TRACE MEDIUM TO COARSE SAND.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY BLACK, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, DENSE, TRACE MEDIUM TO COARSE SAND.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND.

WELL GRADED SAND WITH GRAVEL (SW).

WELL GRADED SAND WITH GRAVEL (SW), FINE TO COARSE; GRAY, WET, MEDIUM DENSE, LITTLE GRAVEL.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND, AND GRAVEL.

POORLY GRADED SAND (SP), FINE TO MEDIUM; BROWN, WET, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE; BROWN, WET, DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND, AND GRAVEL.

POORLY GRADED SAND (SP), GRAY, WET, DENSE.

POORLY GRADED SAND (SP), FINE; BROWN, WET, DENSE, TRACE GRAVEL.

POORLY GRADED SAND (SP), FINE; BROWN, WET, DENSE, LITTLE MEDIUM TO COARSE GRAVEL, AND GRAVEL.

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE, TRACE MEDIUM TO COARSE SAND.

POORLY GRADED SAND WITH GRAVEL (SP).

POORLY GRADED SAND WITH GRAVEL (SP), FINE; BROWN, WET, MEDIUM DENSE, GRAVEL/COBBLES 109' - 109.1'.

WELL GRADED SAND WITH SILT (SW-SM).

WELL GRADED SAND WITH SILT (SW-SM), FINE TO MEDIUM; BROWN, WET, DENSE, LITTLE COARSE SAND.

SHALE, HIGHLY WEATHERED.

SHALE, HIGHLY WEATHERED.

SHALE, SLIGHTLY WEATHERED, INTERBEDDED, WITH DOLOMITE LAYERS: LIGHT GRAY, WEATHERED, CRYSTALLINE GRAINED, MODERATELY HARD.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND, AND GRAVEL, SILT SEAM 31.4' - 31.6' (NOT

SPT = 2" OD SPILT-SPOON SAMPLER

W/140LB

AUTO-HAMMER @ 30" DROP.

AVERAGE HAMMER EFFICIENCY = 83%

FINES VALUES OF 100% ARE ESTIMATES AND

DEEMED TO BE GREATER THAN 90%

SHELBY TUBE #1;

PP = 0.5 TSF / TORVANE = 0.1 KG/CM SQ

SHELBY TUBE #2;

PP = 2.0 TSF / TORVANE = 0.9 KG/CM SQ

SHELBY TUBE #3;

PP = 1.5 TSF / TORVANE = 0.9 KG/CM SQ

SHELBY TUBE #4;

PP = 2.0 TSF / TORVANE = 0.7 KG/CM SQ

SAMPLE LOOSE IN TUBE 11.8-12.3'

SHELBY TUBE #5;

PP = 1.5 TSF / TORVANE = 0.75 KG/CM SQ

SHELBY TUBE #6;

PP = 0.5 TSF / TORVANE = 0.5 KG/CM SQ

WATER LEVEL MEASURED AT 16.9'' AFTER

SAMPLING TO 19.0'

SHELBY TUBE #7;

PP = 1.0 TSF / TORVANE = 0.2 KG/CM SQ

END SHIFT 12-9-2015 @ 20.0'

BEGIN SHIFT 12-10-2015

BEGIN MUD ROTARY @ 20.0'

DRILL MUD WT. = 68 LB/CUFT

DRILL MUD WT. = 66 LB/CUFT

GRAVELS: 67.5' - 68.5' (BASED ON DRILING

ACTION)

GRAVELS: 71.5' - 73.5' (BASED ON DRILING

ACTION)

DRILL MUD WT. = 67 LB/CUFT

LITTLE GRAVEL: 83.5' - 93.5' (BASED ON

DRILING ACTION)

DRILL MUD WT. = 66 LB/CUFT

END SHIFT 12-10-15 @ 105.0'

BEGIN SHIFT 12-11-15

DRILL MUD WT. = 67 LB/CUFT

GRAVEL/COBBLES @ 109.0' - 123.5'

(BASED ON DRILLING ACTION)

ONE PIECE OF GRAVEL IN THE SHOE

ONE PIECE OF GRAVEL IN THE SHOE

BEGIN ROCK CORING AT 125.0'

OVER 1' OF ROCK STUCK IN INNER BARREL,

BEAT OUT WITH ROD

HIGHLY WEATHERED/BROKEN 126.5' - 127.4'

(TOP 0.9')

MECHANICAL BREAKS THROUGHT 127.4' -

128.2' (BOTTOM 0.8')

VERTICAL FRACTURE 132.1' - 132.5'

END BORING AT 135.0'

BORING BACKFILLED WITH TREMIED

CEMENT-BENTONITE GROUT.

290.50

123.90

170.078

0.105

0.159

0.163

0.190

0.210

0.103

0.150

0.117

0.144

0.125

0.149

0.224

0.405

0.226

0.218

0.307

0.274

0.210

0.207

0.226

0.213

0.144

50/4"

REFUSAL

G.S.E. 425.50

12/09/15

BB601

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N 779199.837 E 2320255.428

10 NOV 15

15-LWR-508

10 PLWSPT DESCRIPTIONLLD NOTES

FAT CLAY (CH).

FAT CLAY (CH), GRAY, MOIST, MEDIUM STIFF TO STIFF.

FAT CLAY (CH), GRAY BROWN.

FAT CLAY (CH), BROWN GRAY.

FAT CLAY (CH), BROWN GRAY, MOIST, MEDIUM STIFF.

SANDY SILT (ML).

SILTY SAND (SM).

SILTY SAND (SM), BROWN GRAY, MOIST, MEDIUM DENSE.

FAT CLAY (CH).

FAT CLAY (CH), GRAYISH BROWN, MOIST, SOFT.

POORLY GRADED SAND (SP), FINE TO MEDIUM; BROWN, WET, MEDIUM DENSE.

LEAN CLAY (CL).

LEAN CLAY (CL), FINE TO MEDIUM; BROWN, WET, MEDIUM DENSE, WITH ORGANICS, 0.3'SANDY LAYER

28.5 28.8-TRACE BLACK PARTINGS

WITH ORGANICS 28.8-30'.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE TO DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM.

POORLY GRADED SAND (SP), MEDIUM TO COARSE; GRAY, WET, MEDIUM DENSE, TRACE GRAVEL.

POORLY GRADED SAND (SP), MEDIUM TO COARSE; GRAY, WET, MEDIUM DENSE, TRACE GRAVEL.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, MEDIUM DENSE TO DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE TO DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE TO DENSE, TRACE COARSE SAND.

WELL GRADED SAND WITH SILT (SW-SM).

WELL GRADED SAND WITH SILT (SW-SM), FINE TO MEDIUM; GRAY, WET, VERY DENSE, TRACE GRAVEL.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; BROWN, WET, DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND, TRACE GRAVEL, TRACE LITTLE GRAVEL.

WELL GRADED SAND (SW).

WELL GRADED SAND (SW), TRACE LITTLE GRAVEL.

POORLY GRADED SAND (SP), GRAVEL LAYER: 109.9' - 110'.

POORLY GRADED SAND (SP), LITTLE GRAVEL.

WELL GRADED SAND (SW).

WELL GRADED SAND (SW), MEDIUM; GRAY, WET, MEDIUM DENSE TO DENSE, SOME COARSE SAND.

WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM).

WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM), MEDIUM; MEDIUM DENSE, WITH COARSE SAND.

SHALE, GRAY, WEATHERED, TRACE RED STAINING.

SPT = 2" OD SPLIT-SPOONSAMPLER W

140LB

AUTO-HAMMER @ 30' DROP.

AVERAGE HAMMER EFFICIENCY = 83%

FINES VALUES OF 100% ARE ESTIMATES AND

DEEMED TO BE GREATER THAN 90%

SHELBY TUBE #1; DOWN FEED PRESSSURE =

100 PSI

PP = 2.75 TSF / NO TORVANE DATA COLLECTED

~1.5 FEET OF SAMPLE CAME OUT. PUSHED

BACK IN TUBE BY HAND

SHELBY TUBE #2;

PP = 2.0 TSF / NO TORVANE DATA COLLECTED

SHELBY TUBE #3;

PP = 1.5 TSF / NO TORVANE DATA COLLECTED

SHELBY TUBE #4;

PP = 2.0 TSF / NO TORVANE DATA COLLECTED

SHELBY TUBE #5;

PP = 1.0 TSF / NO TORVANE DATA COLLECTED

SHELBY TUBE #6;

PP = 1.25 TSF / NO TORVANE DATA COLLECTED

SHELBY TUBE #7;

NO PP DATA COLLECTED / NO TORVANE DATA

COLLECTED

WATER LEVEL @ 17.6' AFTER SAMPLE

17.5-19.8'

BOREHOLE CAVED TO 18.0'

SHELBY TUBE #8;

PP = 0.75 TSF / NO TORVANE DATA COLLECTED

1 FT. HEAVE TO 22' AFTER ST SAMPLE AT

20.0'

BEGIN MUD ROTARY

MUD WT. = 67 LB/CUFT

TRACE GRAVEL: 31.5' - 33.5' (BASED ON

DRILLING ACTION)

DRILL MUD WT. = 64 LB/CUFT

END SHIFT 11/10/15 AT 55.0'

BEGIN SHIFT 11/12/15

DRILL MUD WT. = 64 LB/CUFT

DRILL MUD WT. = 66 LB/CUFT

GRAVELLY: 71' - 73.5' (BASED ON DRILLING

ACTION)

DRILL MUD WT. = 68 LB/CUFT

DRILL MUD WT. = 69 LB/CUFT

DRILL MUD WT. = 69 LB/CUFT

DRILL MUD WT. = 70 LB/CUFT

VERY GRAVELLY: 115' - 116.5' (BASED ON

DRILLING ACTION)

COBBLES OR ROCK LEDGES: 116.5' - 118.2'

(BASED ON DRILLLING ACTION)

LITTLE GRAVEL: 119.7' - 122.2' (BASED ON

DRILLING ACTION)

TOP OF SHALE BEDROCK

END BORING.

BORING BACKFILLED WITH TREMIED

CEMENT-BENTONITE GROUT.

GROUT MIX =

11 BAGS CEMENT

4 BAGS BENTONITE

301.50

122.10

0.172

0.079

0.151

0.094

0.093

0.137

0.170

0.193

0.212

0.228

0.176

0.154

0.135

0.169

0.154

0.186

0.170

0.201

0.186

0.219

0.176

REFUSAL

G.S.E. 425.30

11/10/15

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10 PLWSPT DESCRIPTIONLLD NOTES

N 779194.237 E 2320261.694

19-DS-01

FAT CLAY (CH).

FAT CLAY (CH), DARK GRAY, MOIST, MEDIUM STIFF.

FAT CLAY (CH), GRAY, MOIST, MEDIUM STIFF.

FAT CLAY (CH), GRAY, MOIST, MEDIUM STIFF.

FAT CLAY (CH), GRAY, MOIST, MEDIUM STIFF.

FAT CLAY (CH), DARK GRAY, MOIST, MEDIUM STIFF.

FAT CLAY (CH), DARK GRAY, MOIST, MEDIUM STIFF.

FAT CLAY (CH), GRAY, MOIST, SOFT.

FAT CLAY (CH), GRAY, MOIST, SOFT.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, MOIST.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, WET, LOOSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, LOOSE.

SILTY SAND (SM), FINE; GRAY, WET, LOOSE, TRACE ORGANICS.

POORLY GRADED SAND (SP), FINE; GRAY, WET, LOOSE, TRACE ORGANICS.

394.70

260.078

0.078

0.157

0.131

0.154

G.S.E. 424.70

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STA. 462+00

CLAY (CL), BROWN, W/ GRASS AT SURFACE

CLAY (CH), MEDIUM, MOIST, BROWN & GRAY

STIFF

MEDIUM

SOFT

SILTY FINE SAND (SM), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, BROWN

FINE SAND W/ SILT (SP-SM), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, GRAY

DENSE

MEDIUM DENSE

CLAY (CL), SOFT, MOIST TO WET, GRAY

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO COARSE SAND (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO COARSE SAND W/ GRAVEL (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO COARSE SAND (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO COARSE SAND W/ GRAVEL (SW), DENSE, SATURATED, BROWN & GRAY

FINE TO COARSE SAND (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO COARSE SAND W/ GRAVEL (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

SHALE

BOTTOM OF HOLE

0.195

0.081

0.183

0.230

0.159

0.213

0.110

0.212

0.158

0.294

0.219

0.288

0.327

0.299

0.190

0.251

0.234

0.357

0.301

0.252

302.20

REFUSAL

125.50

G.S.E. 427.70

N 779133.7 E 2320047.8

16 MAR 10

PH-132L-10

10 PLWSPT DESCRIPTIONLLD NOTES

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STA. 464+50

N 779124.2 E 2320297.8

17 MAR 10

PH-133L-10

10 PLWSPT DESCRIPTIONLLD NOTES

302.10

CLAY (CL), BROWN, W/ GRASS AT SURFACE

CLAY (CH), SOFT, MOIST, BROWN & GRAY

MEDIUM

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, GRAY

FINE TO MEDIUM SAND W/ SILT (SP-SM), MEDIUM DENSE, SATURATED, GRAY

CLAY (CL), SOFT, WET, GRAY

FINE TO MEDIUM SAND W/ SILT (SP-SM), MEDIUM DENSE, SATURATED, GRAY

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, GRAY

FINE SAND (SP), MEDIUM DENSE, SATURATED, GRAY

FINE TO MEDIUM SAND (SP), LOOSE, SATURATED, GRAY

FINE TO MEDIUM SAND W/ SILT (SP-SM), MEDIUM DENSE, SATURATED, GRAY

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, GRAY

DENSE, BROWN & GRAY

FINE TO COARSE SAND (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO COARSE SAND (SP), DENSE, SATURATED, BROWN & GRAY

FINE TO MEDIUM SAND (SP), VERY DENSE, SATURATED, BROWN & GRAY

MEDIUM DENSE

FINE TO COARSE SAND (SP), MEDIUM DENSE, SATURATED, BROWN & GRAY

GRAVEL W/ MEDIUM TO COARSE SAND (GW), MEDIUM DENSE, SATURATED, BROWN & GRAY

FINE TO COARSE SAND W/ GRAVEL (SP), DENSE, SATURATED, BROWN & GRAY

FINE TO COARSE SAND W/ GRAVEL & SILT (SP-SM), DENSE, SATURATED, BROWN & GRAY

SHALE, GRAY

BOTTOM OF HOLE

123.80

0.151

0.092

0.183

0.172

0.153

0.124

0.081

0.209

0.217

0.188

0.227

0.243

0.262

0.270

0.243

0.213

0.190

0.252

0.692

0.274

0.238

5/0"

25/0"

50/1"

REFUSAL

G.S.E. 427.40

BB603

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10 PLWSPT DESCRIPTIONLLD NOTES

N 779206.64 E 2324345.639

19-GL-1

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN GRAY, MOIST, SOFT.

FAT CLAY (CH), BROWN GRAY, MOIST, SOFT.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN GRAY, MOIST, SOFT.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN GRAY, MOIST, SOFT.

LEAN CLAY (CL), BROWN, MOIST, VERY SOFT.

LEAN CLAY (CL), BROWN GRAY, MOIST, VERY SOFT.

SILTY CLAY (CL-ML), MOIST, VERY SOFT.

LEAN CLAY (CL), GRAY, MOIST, VERY SOFT.

LEAN CLAY (CL), GRAY, WET, VERY SOFT.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, WET.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET.

POORLY GRADED SAND (SP), FINE; GRAY, WET.

SILTY SAND (SM).

SILTY SAND (SM), FINE; GRAY, WET.

SILTY SAND (SM), FINE; GRAY, WET.

SILTY SAND (SM), FINE; GRAY, WET, LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, WET, DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; ABOUT 6% GRAVEL, FINE; GRAY, WET, DENSE.

WELL GRADED SAND (SW).

WELL GRADED SAND (SW), GRAY, WET, MEDIUM DENSE, TRACE GRAVEL.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, DENSE.

POORLY GRADED SAND (SP), FINE TO COARSE; ABOUT 11% GRAVEL, FINE TO COARSE; GRAY, WET, MEDIUM DENSE.

WELL GRADED SAND (SW).

WELL GRADED SAND (SW), FINE TO COARSE; ABOUT 10% GRAVEL, FINE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, WET, VERY DENSE.

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), FINE TO MEDIUM; ABOUT 22% GRAVEL, FINE; GRAY BROWN, WET, VERY DENSE.

307.00

0.161

0.219

0.094

0.098

0.136

0.158

0.121

0.075

0.164

0.154

0.135

0.224

0.204

0.153

0.128

0.193

0.228

0.076

0.084

G.S.E. 425.20

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10 PLWSPT DESCRIPTIONLLD NOTES

N 779215.152 E 2324351.597

19-GL-1B

NO SAMPLE

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN GRAY, MOIST, VERY SOFT.

LEAN CLAY (CL), BROWN GRAY, MOIST, VERY SOFT.

LEAN CLAY (CL).

LEAN CLAY (CL), GRAY, MOIST, VERY SOFT.

LEAN CLAY (CL), GRAY, MOIST.

WELL GRADED SAND WITH SILT (SW-SM), FINE TO MEDIUM; GRAY, MOIST.

CLAYEY SAND (SC), FINE; GRAY, MOIST.

404.70

G.S.E. 424.70

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CLAY (CH), SOFT, MOIST, GRAY

CLAY (CL), MEDIUM, MOIST, GRAY

CLAY (CH), MEDIUM, MOIST, GRAY

FINE TO MEDIUM SAND W/ SILT (SP-SM), MEDIUM DENSE, MOIST, BROWN

SILTY FINE SAND (SM), LOOSE, SATURATED, BROWN

FINE SAND W/ SILT (SP-SM), LOOSE, SATURATED, BROWN

SILT W/ FINE SAND (ML), SOFT, WET, GRAY

FINE SAND W/ SILT (SP-SM), LOOSE, SATURATED, GRAY

FINE SANDY SILT (ML), STIFF, WET, GRAY

FINE TO MEDIUM SAND W/ SILT (SP-SM), LOOSE, SATURATED, GRAY

MEDIUM DENSE

FINE TO MEDIUM SAND (SP), DENSE, SATURATED, GRAY

MEDIUM DENSE

FINE TO MEDIUM SAND W/ SILT (SP-SM), MEDIUM DENSE, SATURATED, GRAY

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, GRAY

DENSE

MEDIUM DENSE

FINE TO COARSE SAND (SP), MEDIUM DENSE, SATURATED, GRAY

FINE TO MEDIUM SAND (SP), DENSE, SATURATED, GRAY

MEDIUM DENSE

DENSE

BEDROCK / BOTTOM OF HOLE

0.146

0.116

0.080

0.143

0.105

0.160

0.150

0.095

0.130

0.194

0.232

0.223

0.194

0.165

0.163

0.156

0.213

0.185

311.70

REFUSAL

113.50

G.S.E. 425.20

N 779152.1 E 2324199.7

09 MAR 10

PH-146L-10

STA. 504+50

10 PLWSPT DESCRIPTIONLLD NOTES

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STA. 504+90

WATER AT 16.1' MEASURED DOWN AUGER

BEFORE BEGINNING MUD ROTARY

SWITCHING TO MUD ROTARY AT 20'

CRUSHED GRAVEL (FILL).

LEAN CLAY (CL), BROWN, MOIST, MEDIUM STIFF, TRACE THIN LENSES OF SILT.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF.

LEAN CLAY (CL), GRAYISH BROWN, MOIST TO WET, MEDIUM STIFF.

BROWNISH GRAY, WET, SOFT, TRACE SILTY SAND LENSES.

SILTY SAND (SM), DARK GRAY, WET, LOOSE, TRACE SILT LENSES.

SILTY CLAY (CL-ML), DARK GRAY TO GRAY, WET, SOFT.

SILTY SAND (SM), DARK GRAY, WET, LOOSE, INTERBEDDED WITH SILT LENSES.

SILTY SAND (SM), GRAY, WET, VERY LOOSE.

MEDIUM DENSE.

395.04

G.S.E. 425.04

01/21/09

N 779130.437 E 2324342.999

21 JAN 09

WRLL-154-08

10 PLWSPT DESCRIPTIONLLD NOTES

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

M A

Y

W P -2

-R -0

BB605

L

O U

IS

D

IS

T R

E E

T

B O

R

IN

G L

O G

S A

T P

S

S

T A

O D R

IV

E R R

E A

C H P

U M

P S

T A

T

IO

A N

S O

N

S R

O E

N F

E L

D T

B R

IC

H A

R D

M D M

S U

D A

L A

M

A N

S

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

CLAY (CH), SOFT, MOIST, GRAY

CLAY (CL), MEDIUM, MOIST, GRAY

CLAY (CH), MEDIUM, MOIST, GRAY

FINE TO MEDIUM SAND W/ SILT (SP-SM), MEDIUM DENSE, MOIST, BROWN

SILTY FINE SAND (SM), LOOSE, SATURATED, BROWN

FINE SAND W/ SILT (SP-SM), LOOSE, SATURATED, BROWN

SILT W/ FINE SAND (ML), SOFT, WET, GRAY

FINE SAND W/ SILT (SP-SM), LOOSE, SATURATED, GRAY

FINE SANDY SILT (ML), STIFF, WET, GRAY

FINE TO MEDIUM SAND W/ SILT (SP-SM), LOOSE, SATURATED, GRAY

MEDIUM DENSE

FINE TO MEDIUM SAND (SP), DENSE, SATURATED, GRAY

MEDIUM DENSE

FINE TO MEDIUM SAND W/ SILT (SP-SM), MEDIUM DENSE, SATURATED, GRAY

FINE TO MEDIUM SAND (SP), MEDIUM DENSE, SATURATED, GRAY

DENSE

MEDIUM DENSE

FINE TO COARSE SAND (SP), MEDIUM DENSE, SATURATED, GRAY

FINE TO MEDIUM SAND (SP), DENSE, SATURATED, GRAY

MEDIUM DENSE

DENSE

BEDROCK / BOTTOM OF HOLE

0.146

0.116

0.080

0.143

0.105

0.160

0.150

0.095

0.130

0.194

0.232

0.223

0.194

0.165

0.163

0.156

0.213

0.185

311.70

REFUSAL

113.50

G.S.E. 425.20

N 779152.1 E 2324199.7

09 MAR 10

PH-146L-10

STA. 504+50

10 PLWSPT DESCRIPTIONLLD NOTES

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

STA. 504+90

WATER AT 16.1' MEASURED DOWN AUGER

BEFORE BEGINNING MUD ROTARY

SWITCHING TO MUD ROTARY AT 20'

CRUSHED GRAVEL (FILL).

LEAN CLAY (CL), BROWN, MOIST, MEDIUM STIFF, TRACE THIN LENSES OF SILT.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF.

LEAN CLAY (CL), GRAYISH BROWN, MOIST TO WET, MEDIUM STIFF.

BROWNISH GRAY, WET, SOFT, TRACE SILTY SAND LENSES.

SILTY SAND (SM), DARK GRAY, WET, LOOSE, TRACE SILT LENSES.

SILTY CLAY (CL-ML), DARK GRAY TO GRAY, WET, SOFT.

SILTY SAND (SM), DARK GRAY, WET, LOOSE, INTERBEDDED WITH SILT LENSES.

SILTY SAND (SM), GRAY, WET, VERY LOOSE.

MEDIUM DENSE.

395.04

G.S.E. 425.04

01/21/09

N 779130.437 E 2324342.999

21 JAN 09

WRLL-154-08

10 PLWSPT DESCRIPTIONLLD NOTES

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

M A

Y

W P -2

-R -0

BB606

L

O U

IS

D

IS

T R

E E

T

B O

R

IN

G L

O G

S A

T P

S

S

T A

O D R

IV

E R R

E A

C H P

U M

P S

T A

T

IO

A N

S O

N

S R

O E

N F

E L

D T

B R

IC

H A

R D

M D M

S U

D A

L A

M

A N

S

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

N 779027.109 E 2326820.81

13 JAN 16

15-LWR-503R

10 PLWSPT DESCRIPTIONLLD NOTES

ALL SAMPLES ABOVE 12.5' ARE 5-INCH

DIAMETER SHELBY TYPE.

SPT = 2" OD SPLIT-SPOON SAMPLER W/

140LB

AUTOHAMMER @ 30" DROP.

HAMMER EFFICIENCY = 83%

FINES VALUES OF 100% ARE ESTIMATES AND

DEEMED TO BE GREATER THAN 90%

SHELBY TUBE #1. PUSH TIME = 36 SEC.

DOWN FEED PRESSURE = 200 PSI

PP = 1.5 TSF / TORVANE = 0.5 KG/CM SQ

ATTEMPT SHELBY TUBE; NO RECOVERY

COLLECT SAMPLE WITH SPT SAMPLER

SHELBY TUBE #2. PUSH TIME = 32 SEC.

DOWN FEED PRESSURE = 100 PSI

PP = 0.5 TSF / TORVANE = 0.3 KG/CM SQ

WATER LEVEL MEAURED AT 9.1' AFTER

SAMPLE TO 14'

SHELBY TUBE #3. PUSH TIME = 32 SEC.

DOWN FEED PRESSURE = 100 PSI

NO PP OR TORVANE DATA COOLLECTED

DRILL RODS WET AT APPROX. 10.7'

ATTEMPT TO COLLECT SHELBY TUBE SAMPLE AT

12.5'; NO RECOVERY

DOWN FEED PRESSURE = 100 PSI / TIME =

26 SEC.

COLLECT SPT SAMPLE

BEGIN MUD ROTARY @12.5' / MUD WEIGHT =

67LB / CUFT

END SHIFT 1/13/2016 AT 70.0'\

MUD WEIGHT = 67LB / CUFT AT BEGINNING OF

SHIFT ON 1/14/2016

GRAVELLY (BASED ON DRILLING ACTION)

GRAVELLY ZONES (BASED ON DRILLING ACTION)

MUD WEIGHT = 69LB / CUFT

VERY GRAVELLY 93-98.5 (BASED MOSTLY ON

DRILLING ACTION)

DRILLER NOTES LITTLE GRAVEL

ZONE OF WEATHERED ROCK COBBLES

TOP OF BEDROCK LOGGED AT 111.0'

SET FLUSH JOINT CASING APPROX. 1-FOOT INTO

BEDROCK

BEGIN ROCK CORING AT 112.0'

34,857 PSI

42,735 PSI

29,085 PSI

53,120 PSI

49,059 PSI

40,503 PSI

21,567 PSI

SHALE STRINGERS LARGER AND HIGHLY

WEATHERED (CLAY SEAMS)

26,327 PSI

39,596 PSI

76,476 PSI

24,356 PSI

25,654 PSI

30,029 PSI

28,684 PSI

FAT CLAY (CH).

FAT CLAY (CL), GRAY BROWN, MOIST, MEDIUM STIFF, IRON OXIDE STAINING.

FAT CLAY (CH).

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN GRAY, MOIST, SOFT.

LEAN CLAY (CL), BROWN GRAY, MOIST, SOFT.

LEAN CLAY (CL).

LEAN CLAY (CL), BLACK, WET, MEDIUM STIFF.

SILTY SAND (SM).

SILTY SAND (SM), FINE TO MEDIUM; BROWN, WET, VERY LOOSE.

SILTY SAND (SM), FINE; BROWN, WET, VERY LOOSE.

LEAN CLAY (CL).

LEAN CLAY (CL), GRAY, MOIST TO WET, SOFT, TRACE ORGANICS, INTERBEDDED WITH CLAY.

LEAN CLAY (CL), GRAY BLACK, WET, VERY SOFT TO VERY LOOSE, INTERBEDDED WITH SAND.

LEAN CLAY (CL), GRAY, VERY MOIST, VERY SOFT.

LEAN CLAY (CL), GRAY BROWN, VERY MOIST, SOFT, BECOMES SILTY WITH DEPTH.

LEAN CLAY (CL), BROWN GRAY, VERY MOIST, MEDIUM STIFF.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, WET, VERY LOOSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

SILTY SAND (SM).

SILTY SAND (SM), FINE; GRAY, WET, MEDIUM DENSE, TRACE CLAY.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO COARSE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; BROWN, WET, DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; BROWN, WET, DENSE, LITTLE MEDIUM SAND.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; BROWN, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, DENSE.

POORLY GRADED SAND (SP), FINE TO COARSE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, WET, VERY DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, DENSE, WITH MEDIUM SAND.

SILTY SAND (SM).

SILTY SAND (SM), FINE; BROWN, WET, DENSE, TRACE MEDIUM SAND.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; BROWN, WET, VERY DENSE, TRACE COARSE SAND.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, WET, VERY DENSE.

COBBLES

LIMESTONE, SLIGHTLY WEATHERED TO HIGHLY WEATHERED, FOSSILIFEROUS, MEDIUM HARD, SHALE STRINGERS, LAYER RQD = 77%.

LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM HARD, SHALE STRINGERS, LAYER RQD = 91%.

LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM HARD, SHALE STRINGERS, LAYER RQD = 93%.

301.80

111.00

REFUSAL

G.S.E. 424.10

01/13/16

0.148

0.161

0.210

0.211

0.218

0.212

0.142

0.158

0.161

0.183

0.150

0.202

0.150

0.163

0.174

0.156

50/1"

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

N 779056.677 E 2326913.295

22 JAN 16

15-LWR-504

10 PLWSPT DESCRIPTIONLLD NOTES

ALL UNDISTURBED SAMPLES COLLECTED ARE

5-INCH DIAMETER SHELBY TYPE.

SPT = 2" OD SPLIT-SPOON SAMPLER W/

140 LB AUTOHAMMER @ 30" DROP.

HAMMER EFFICIENCY = 83%

FINES VALUES OF 100% ARE ESTIMATES AND

DEEMED TO BE GREATER THAN 90%

SHELBY TUBE #1;

NO PP OR TORVANE DATA COLLECTED

SHELBY TUBE #2;

PP = 1.75-3.0 TSF / TORVANE = 0.6 KG/CM

SQ

SHELBY TUBE #3;

PP = 0.5 TSF / TORVANE = 0.55 KG/CM SQ

WATER LEVEL MEASURED AT 8 FEET AFTER

SAMPLE TO 16.5'

SAND HEAVED TO APPROX. 13.5' .

DRILL RODS WET AT~ 9.9'

SHELBY TUBE #4;

NO PP OR TORVANE DATA COLLECTED.

SHELBY TUBE #5;

NO PP OR TORVANE DATA COLLECTED.

SWITCH TO MUD ROTARY; CLEAN BOREHOLE

AFTER SAMPLE INTERVAL 15-16.5'

MUD WEIGHT = 67 LB/CUFT

SET 4-INCH FLUSH JOINT CASING TO 20' AFTER

SAMPLE TO 20.0'

ROUGH DRILLING

MUD WEIGHT = 68 LB/CUFT

ROUGH DRILLING

GRAVEL (BASED ON DRILLING ACTION)

TRACE GRAVELS (BASED ON VISUAL

CLASSIFICATION AND DRILLING ACTION)

MUD WEIGHT = 69 LB/CUFT

GRAVEL (BASED ON DRILLING ACTION)

TOP OF SHALE (BASED ON DRILLING

ACTION/CUTTINGS)

END BORING AT 114.3'

BACKFILL BORING WITH TREMIED

CEMENT-BENTONITE GROUT.

2ND BLOW IS 50 OVER 0.3'

FAT CLAY (CH).

FAT CLAY (CH), GRAY DARK BROWN, MOIST, MEDIUM STIFF, TRACE ORGANICS.

FAT CLAY (CH), GRAY BROWN, MOIST, MEDIUM STIFF, TRACE ORGANICS.

LEAN CLAY (CL).

LEAN CLAY (CL), GRAY, MOIST, MEDIUM STIFF, SILTY.

LEAN CLAY (CL), GRAY, MOIST, LOOSE.

SILTY SAND (SM).

SILTY SAND (SM), GRAY, WET, LOOSE.

SILTY SAND (SM), BROWN, MOIST TO WET, LOOSE, TRACE CLAY SEAM.

SILTY SAND (SM), GRAY, WET, LOOSE, TRACE CLAY SEAM.

SANDY LEAN CLAY (CL).

SANDY LEAN CLAY (CL), GRAY, MOIST TO WET, VERY SOFT, TRACE SAND SEAMS.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, MEDIUM DENSE.

LEAN CLAY (CL).

LEAN CLAY (CL), GRAY, WET, SOFT, SAND NOT KEPT.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE.

SILTY SAND (SM), GRAY, WET, LOOSE.

SILT (ML), COARSE; GRAY, WET, LOOSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE, TRACE MEDIUM TO COARSE SAND, TRACE CLAY.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, WET, LOOSE, TRACE COAL.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE, VERY FINE GRAIN.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE; GRAY, WET, MEDIUM DENSE, BECOMES FINE TO COARSE LAST0.5'.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, DENSE, TRACE GRAVEL.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, WET, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE; BROWN, WET, MEDIUM DENSE, TRACE MEDIUM TO COARSE SAND.

POORLY GRADED SAND (SP), FINE TO COARSE; BROWN, WET, MEDIUM DENSE,…