B08 - White_River_Seepage_Plans.pdf
PDF 45 MB Posted
- Attached to
- White River Backwater Seepage Federal contract opportunity
- Solicitation number
- W912EQ21B0002
About this file
This federal contract opportunity solicitation seeks construction services for improvements to the White River Backwater Levee. The solicitation calls for furnishing all labor, materials, equipment and incidentals to construct 71 new relief wells, drill 71 pilot holes and perform soil testing, clear and grub the project site, remove existing fences, perform grading, obtain fill material, construct a 150-foot wide by 3,000-foot long seepage berm varying from 6 to 8 feet thick, modify existing ditches and construct new ditches to convey well discharge flows, install an 18-inch culvert, establish turf, and provide environmental protection. Additional related work is also required. The project limits cover approximately 3.4 miles of the White River Backwater Levee. The solicitation is issued by the U.S. Army Corps of Engineers Memphis District with an estimated value between $1 million and $5 million. The response due date and award date are not specified.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912EQ21B0002 Bid abstract .pdf | ||
| Questions and Answers.pdf | ||
| Amendment 0002 W912EQ21B0002.pdf | ||
| Amendment 0001 W912EQ21B0002.pdf | ||
| B08 - Solicitation Drawings W912EQ21B0002.pdf | ||
| B08 - Solicitation (W912EQ21B0002).pdf |
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Text version
ISSUE DATE:
US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
MEMPHIS DISTRICT
XXXXXX-XX-X-XXXX
OCTOBER 2020
XXXXXX-XX-X-XXXX
MISSISSIPPI RIVER LEVEE - CONSTRUCTION
WHITE RIVER BACKWATER LEVEE SEEPAGE REMEDIATION
WHITE RIVER DRAINAGE DISTRICT OF PHILLIPS & DESHA CO. ARK
PHILLIPS COUNTY, ARKANSAS
G-001
C O
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U.S. HIGHWAY
COUNTY LINE
STATE BOUNDARY
INTERSTATE HIGHWAY
PROJECT LOCATION
MEMPHIS DISTRICT BOUNDARY
VICINITY MAP
PROJECT
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SHEET LIST TABLE
Sheet Number Sheet Title
G-001 COVER SHEET
G-002 LOCATION MAP
B-001 BORING LEGEND
B-002 BORING LOGS - RIVERSIDE
B-003 BORING LOGS - RIVERSIDE
B-004 BORING LOGS - RIVERSIDE AND BORROW
B-005 BORING LOGS - LEVEE CENTERLINE
B-006 BORING LOGS - LEVEE CENTERLINE
B-007 BORING LOGS - LANDSIDE
B-008 BORING LOGS - LANDSIDE
B-009 BORING LOGS - LANDSIDE
B-010 BORING LOGS
B-011 BORING LOGS
B-012 BORING LOGS
C-100 OVERALL PLAN
C-101 RIGHT OF WAY & EXISTING CONDITIONS
C-102 RIGHT OF WAY & EXISTING CONDITIONS
C-103 RIGHT OF WAY & EXISTING CONDITIONS
C-104 RIGHT OF WAY & EXISTING CONDITIONS
C-105 RIGHT OF WAY & EXISTING CONDITIONS
C-106 RIGHT OF WAY & EXISTING CONDITIONS
C-107 RIGHT OF WAY & EXISTING CONDITIONS
C-108 RIGHT OF WAY TABLE
C-109 DITCH M15 PLAN & PROFILE
C-110 DITCH M15 PLAN & PROFILE
C-111 DITCH E2 PLAN & PROFILE
C-112 DITCH E1 PLAN & PROFILE
C-113 DITCH D PLAN & PROFILE
C-114 DITCH B PLAN & PROFILE
C-115 CULVERT PLAN & PROFILE
C-116 LEVEE RAMP LM14 PLAN & PROFILE
C-117 ACCESS ROAD LM13 32+00 PLAN & PROFILE
C-118 ALIGNMENT TABLES
C-119 BORROW PLAN
C-120 BORROW ROUTE PLAN
C-121 EROSION CONTROL PLAN
C-122 EROSION CONTROL PLAN
C-123 EROSION CONTROL PLAN
C-300 TYPICAL SECTIONS
C-301 DITCH M15 CROSS SECTIONS
C-302 DITCH M15 CROSS SECTIONS
C-303 DITCH E2 CROSS SECTIONS
C-304 DITCH E1 CROSS SECTIONS
C-305 DITCH E1 CROSS SECTIONS
C-306 DITCH D CROSS SECTIONS
C-307 DITCH D CROSS SECTIONS
C-308 DITCH B CROSS SECTIONS
C-309 BORROW CROSS SECTIONS
C-500 TYPICAL DETAILS
C-501 RELIEF WELL DETAILS
C-502 RELIEF WELL DETAILS
V-001 ST. CHARLES GAGE
APPROVED BY:
THIS PROJECT WAS DESIGNED BY THE
MEMPHIS DISTRICT CORPS OF ENGINEERS.
THE INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE PROJECT
DOCUMENTS WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER
1110-1-8152. SIGNATURES INDICATE
OFFICIAL RECOMMENDATION OF ALL
DRAWINGS IN THIS SET.
CHIEF ENGR & CONST DIVISION
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50 MILES
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MEMPHIS
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MISSISSIPPI
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ST. FRANCIS
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CRAIGHEAD
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POINSETT
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CROSS
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LEE
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GREENE
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CLAY
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RANDOLPH
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LAWRENCE
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SHARP
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FULTON
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IZARD
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BAXTER
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STONE
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INDEPENDENCE
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CLEBURNE
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FAULKNER
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WHITE
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WOODRUFF
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JACKSON
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DREW
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LONOKE
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PULASKI
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ARKANSAS
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JEFFERSON
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MONROE
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PHILLIPS
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CLEVELAND
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LINCOLN
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DESHA
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LEE
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DE SOTO
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MARSHALL
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BENTON
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TIPPAH
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ALCORN
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PRENTISS
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UNION
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TATE
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TUNICA
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PANOLA
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COAHOMA
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QUITMAN
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TALLAHATCHIE
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BOLIVAR
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GRENADA
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YALOBUSHA
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CALHOUN
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LAFAYETTE
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PONTOTOC
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CHICKASAW
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MONROE
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ITAWAMBA
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LEFLORE
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CLAY
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WEBSTER
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CARROLL
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SUNFLOWER
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LOWNDES
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MONT- GOMERY
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LAKE
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OBION
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WEAKLEY
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HENRY
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DYER
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GIBSON
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CARROLL
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BENTON
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LAUDERDALE
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HAYWOOD
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CROCKETT
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MADISON
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HENDERSON
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SHELBY
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FAYETTE
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HARDEMAN
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CHESTER
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MC NAIRY
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DECATUR
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HARDIN
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TIPTON
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FULTON
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HICKMAN
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CARLISLE
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BALLARD
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MC CRACKEN
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CRITTENDEN
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LIVINGSTON
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GRAVES
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MARSHALL
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LYON
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CALLOWAY
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MISSISSIPPI
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WRIGHT
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TEXAS
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SHANNON
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DOUGLAS
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OZARK
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HOWELL
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OREGON
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CARTER
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REYNOLDS
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CRAWFORD
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WAYNE
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MADISON
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CAPE GIRARDEAU
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ROLLINGER
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SCOTT
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STODDARD
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BUTLER
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RIPLEY
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NEW MADRID
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PEMISCOT
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DUNKLIN
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UNION
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ALEXANDER
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PULASKI
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MASSAC
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POPE
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JOHNSON
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PRAIRIE
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AutoCAD SHX Text Sheridan
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AutoCAD SHX Text Star City
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AutoCAD SHX Text Arkansas City
AutoCAD SHX Text De Witt
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AutoCAD SHX Text Clarendon
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AutoCAD SHX Text Mountain View
AutoCAD SHX Text Melbourne
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AutoCAD SHX Text Osceola
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AutoCAD SHX Text Jackson
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AutoCAD SHX Text Senatobia
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AutoCAD SHX Text Ripley
AutoCAD SHX Text Corinth
AutoCAD SHX Text Iuka
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AutoCAD SHX Text New Albany
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AutoCAD SHX Text Tupelo
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AutoCAD SHX Text Oxford
AutoCAD SHX Text Batesville
AutoCAD SHX Text Sardis
AutoCAD SHX Text Tunica
AutoCAD SHX Text Marks
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AutoCAD SHX Text Summer
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AutoCAD SHX Text Grenada
AutoCAD SHX Text Water Valley
AutoCAD SHX Text Coffeeville
AutoCAD SHX Text Pittsboro
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AutoCAD SHX Text Okolona
AutoCAD SHX Text Aberdeen
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AutoCAD SHX Text Parkin
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TISHOMINGO
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AutoCAD SHX Text Mountain Home
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AutoCAD SHX Text Greers Ferry Lake
AutoCAD SHX Text Lake Conway
AutoCAD SHX Text Peckerwood Lake
AutoCAD SHX Text Arkabutla Lake
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AutoCAD SHX Text Lake Wappapello
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MISSOURI
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ARKANSAS
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TENNESSEE
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KENTUCKY
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TENNESSEE
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MISSISSIPPI
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MISSISSIPPI
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ARKANSAS
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TENNESSEE
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MISSOURI
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ARKANSAS
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ILLINOIS
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KENTUCKY
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G-002
O
C A
T I O
N
M
A P
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
GENERAL NOTES:
1. HORIZONTAL DATA WAS COMPUTED USING NORTH AMERICAN DATUM OF 1983 (NAD83) AND UNIVERSAL
TRANSVERSE MERCATOR ZONE 15N IN U.S. SURVEY FEET. VERTICAL DATA WAS COMPUTED USING N.A.V.D. 88
IN U.S. SURVEY FEET. STATIONING IS BASED ON GROUND DISTANCE, WHERE GRID DISTANCE = GROUND
DISTANCE X COMBINED GRID FACTOR; COMBINED GRID FACTOR = 1.00001.
2. DO NOT BLOCK OR REDIRECT EXISTING DRAINAGE WITH EXCAVATED MATERIAL UNLESS OTHERWISE
DIRECTED BY THE CONTRACTING OFFICER, PLANS OR SPECIFICATIONS.
3. ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE ONLY, AND
THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR
SHALL DETERMINE THE ACTUAL LOCATION OF ALL UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED
AT THE SITE ARE TO REMAIN IN PLACE AND OPERATIVE DURING THE CONSTRUCTION. AT LEAST 10 DAYS
BEFORE BEGINNING WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL CALL THE APPROPRIATE
"CALL BEFORE YOU DIG" NUMBER LISTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL EXERCISE
SPECIAL CARE WHEN WORKING IN THE VICINITY OF UTILITIES TO PREVENT DAMAGE THERETO OR INJURY TO
THE CONTRACTOR'S EMPLOYEES OR OTHERS. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF
SERVICE OCCASIONED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND THE SERVICE
RESTORED PROMPTLY AT HIS EXPENSE.
4. DESIGN FOR THIS PROJECT WAS DEVELOPED BASED ON 2017 SURVEY CSI16002. EXISTING CONTOURS SHOWN
ON SHEETS MAY NOT REFLECT SITE CONDITIONS AT TIME OF CONSTRUCTION.
5. ANY AERIAL PHOTOGRAPHY SHOWN ON SHEETS IS FOR REFERENCE ONLY AND SHOULD NOT BE USED TO
DETERMINE OR ANTICIPATE SITE CONDITIONS AT THE TIME OF CONSTRUCTION.
6. BE ADVISED THAT STATIONING BASED ON LEVEE MILE MARKERS INDICATED BY "MX/XX+XX", MAY HAVE MORE
OR LESS THAN 5280 FEET PER MILE.
7. GATES AND/OR FENCES ARE NOT TO BE DISTURBED, UNLESS OTHERWISE NOTED. ALL GATES AND FENCES
DISTURBED BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. APPROVAL FROM
THE CONTRACTING OFFICER IS REQUIRED BEFORE ANY GATES OR FENCES ARE TO BE DISTURBED.
8. HAUL ROUTES TO TRANSPORT BORROW MATERIAL TO THE CONSTRUCTION AREA SHALL BE PROPOSED BY
THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO USE.
9. MULCH OR SEEDING (TEMPORARY OR PERMANENT) WILL BE APPLIED TO ALL EARTH DENUDED OF
VEGETATION DUE TO CONSTRUCTION ACTIVITIES AS SPECIFIED WITHIN 14 DAYS OF EITHER CONSTRUCTION
ACTIVITY COMPLETION OR A TEMPORARY CEASE LONGER THAN 21 DAYS. CONTRACTOR MAY USE A ROLLER
TO PRESS STRAW OR MULCH INTO THE EXISTING GROUND IN ORDER TO MINIMIZE DAMAGE OR REMOVAL BY
WIND OR WATER.
10. FIELD ADJUSTMENTS OF EROSION CONTROL MEASURES ARE ALLOWED AS NECESSARY TO ENSURE PROPER
PLACEMENT AND FUNCTION.
11. UPON CONSTRUCTION COMPLETION AND PRIOR TO FINAL ACCEPTANCE, REMOVE ALL EROSION CONTROL
FEATURES.
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ADHERENCE TO ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS THAT ARE APPLICABLE TO THE WORK ASSOCIATED WITH THIS
CONSTRUCTION PROJECT.
13. PROJECT INCLUDE 2 OPTIONS. OPTION 1 INCLUDES GRADING, RELIEF WELL INSTALLATION, EROSION
CONTROL, AND OTHER RELATED WORK FOR DITCH M15 AS INDICATED ON SHEETS C-108 & C-109. OPTION 2
INCLUDES GRADING, RELIEF WELLS 1-11 INSTALLATION, EROSION CONTROL, AND OTHER RELATED WORK FOR
DITCH B AS INDICATED ON SHEET C-113. ALL OTHER WORK SHOWN IN PLANS IS PART OF BASE CONTRACT.
APPROX APPROXIMATE
ALT W/ ALTERNATE WITH
ALUM ALUMINUM
BITUM BITUMINOUS
BOT BOTTOM
B/T BETWEEN
CL or C/L CENTER LINE
CMP CORRUGATED METAL PIPE
CONC CONCRETE
CPP CORRUGATED PLASTIC PIPE
DIA DIAMETER
DS DOWNSTREAM
DWG DRAWING
EJ EXPANSION JOINT
EL ELEVATION
EME EXCAVATED MATERIAL EMBANKMENT
EW EACH WAY
EX EXISTING
FES FLARED END SECTION
FF FAR FACE
FL FLOW LINE
HT HEIGHT
INV INVERT
LG LONG
L/W LANDWARD
LTB LEFT TOP BANK
MAX MAXIMUM
MIN MINIMUM
MIRR MIRRORED
MISC MISCELLANEOUS
NF NEAR FACE
NO NUMBER
NST NO STEEPER THAN
OC ON CENTER
OF OUTSIDE FACE
PP POLYPROPYLENE PIPE
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PI POINT OF INTERSECTION
POB POINT OF BEGINNING
POE POINT OF ENDING
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENCY
RTB RIGHT TOP BANK
RC PREINFORCED CONCRETE PIPE
SAN SANITARY
SDR STANDARD
SPEC SPECIFICATIONS
SST STAINLESS STEEL
SHT SHEET
TC TOP OF CONCRETE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UNGD UNDERGROUND
US UPSTREAM
W WIDTH
WM WATER MAIN
A
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
SCALE:
SECTION/DETAIL TITLE
ON SAME DRAWING
(CENTERED UNDER
SECTION/DETAIL)
DETAIL/SECTION
SCALE:
SECTION/DETAIL TITLE
ON ANOTHER DRAWING
(CENTERED UNDER
SECTION/DETAIL)
99/999
VIEW SUBTITLE
(CENTERED UNDER
EACH VIEW)
TOP FRONT SIDE
ELEVATION
A
SECTION
SCALE:
SECTION CUT W/
VIEW SHOWN ON
SAME DRAWING
SECTION CUT W/
VIEW SHOWN ON
ANOTHER DRAWING
99/999
A
A
99/999
DETAIL SYMBOL W/
VIEW SHOWN ON
SAME DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
ANOTHER DRAWING
E E
X X
CP
CONTROL POINT
IRON ROD
PI POINT
BORING LOCATION
PIEZOMETER
EXISTING RELIEF WELL
EXISTING TREE
ELECTRIC POLE
GUY WIRE
OVERHEAD POWER
FENCE
VEGETATION LIMITS
DITCH FLOWLINE
EX. CONTOUR
EX. STORM CULVERT
RIGHT OF WAY
BASELINE
LEVEE CENTERLINE
R/W
TABULATION OF BENCHMARKS
WHITE RIVER SEEPAGE REMEDIATION
BENCHMARKS ELEVATION DESCRIPTION
9100 S08 2009
169.93, NAVD88, GEOID
12B
NORTHING: 12507941.49 (UTM ZONE 15; NAD83 U.S. SURVEY FOOT)
EASTING: 2242978.61 (UTM ZONE 15; NAD83 U.S. SURVEY FOOT)
TO REACH MARK FROM THE INTERSECTION OF HWY 49 & HWY 15 ON THE
WEST SIDE OF MARVELL, AR., PROCEED SW ALONG HWY 1 FOR 8.1 MILES
TO IT'S INTERSECTION WITH HWY 316.
TURN LEFT AND PROCEED EAST ALONG HWY 316 FOR 0.3 MILES TO IT'S
JUNCTION WITH PHILLIPS RD. ON THE RIGHT. TURN RIGHT AND PROCEED
SOUTH ALONG PHILLIPS RD. FOR 2.2 MILES TO IT'S JUNCTION WITH LOOP
RD. AND THE MARK ON THE RIGHT. THE MARK IS LOCATED 47.5 FEET
WEST OF THE CENTER OF PHILLIPS RD., 12.0 FEET SOUTH OF THE
CENTER OF LOOP RD. AND 3.0 FEET NORTH OF A CARSONITE WITNESS
POST AND BARBED WIRE FENCE. THE DISK IS RECESSED 0.3 FEET BELOW
THE TOP OF ACCESS COVER. THE DISK AND LOGO COVER ARE STAMPED
9100S08 2009.
MARK IS 13.0 MILES NORTHWEST OF ELAINE, AR.; 23.0 MILES SOUTHWEST
OF HELENA, AR. AND 9.5 MILES SOUTH OF MARVELL, AR.
9100 S10 2009
153.67, NAVD88,GEOID
12B
NORTHING: 12460792.70 (UTM ZONE 15; NAD83 U.S. SURVEY FOOT)
EASTING: 2243251.70 (UTM ZONE 15; NAD83 U.S. SURVEY FOOT)
TO REACH MARK FROM THE INTERSECTION OF HWY 44 & HWY 20 IN
ELAINE, AR., PROCEED WEST ALONG HWY 20 FOR 8.25 MILES TO A 4-WAY
INTERSECTION WHERE HWY 20 ENDS. TURN LEFT AND PROCEED SOUTH
ALONG PHILLIPS CO. RD. 529 FOR 2.2 MILES TO IT'S JUNCTION WITH
PHILLIPS CO. RD. 514. TURN RIGHT AND PROCEED WEST ALONGPHILLIPS
CO. RD. 514 FOR 1.0 MILES TO A 4-WAY INTERSECTION WITH DIRT ROADS
TO THE RIGHT AND LEFT AND MARK ON THE RIGHT. THE MARK IS
LOCATED 60.5 FEET NORTHEAST OF A POWER POLE, 18.0 FEET NORTH OF
THE CENTER OF DIRT RD. LEADING NORTH AND 2.0 FEET SOUTHEAST OF
A CARSONITE WITNESS POST. THE DISK IS RECESSED 0.03 FEET BELOW
THE ACCESS COVER. DISK & COVER ARE STAMPED 9100S10 2009.
MARK IS 9.5 MILES WEST OF ELAINE, AR., 19.0 MILES SOUTH OF MARVELL,
AR. AND 8.5 MILES SOUTHEAST OF ST. CHARLES, AR.
COW 1965
176.14, NAVD88. GEOID
12B
NORTHING: 12485751.55 (UTM ZONE 15; NAD83 U.S. SURVEY FOOT)
EASTING: 2242567.82 (UTM ZONE 15; NAD83 U.S. SURVEY FOOT)
TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
44,85, AND 20 IN ELAINE, GO WESTERLY ON HIGHWAY 20 FOR 7.9 MILES TO
THE POST OFFICE IN LAMBROOK ON THE LEFT.
CONTINUE WEST ON HIGHWAY 20 FOR 0.4 MILE TO A CROSSROAD. TURN
RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 1.05 MILES TO A T-ROAD
AT THE TOP OF A LEVEE. TURN LEFT AND GO WEST ON THE LEVEE ROAD
FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT. TURN RIGHT, PASSING
OVER A WOODEN BRIDGE, AND GO NORTH ON A GRAVEL ROAD FOR 2.1
MILES TO A SIDE ROAD ON THE RIGHT. CONTINUE NORTHERLY ON A DIRT
ROAD FOR 0.7 MILE TO THE TOP OF A LEVEE. TURN LEFT AND GO
SOUTHWEST ON THE LEVEE ROAD FOR 1.25 MILES TO A METAL WITNESS
POST AND THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTHWEST ON
THE LEVEE ROAD FOR 0.35 MILE TO MILEPOST NO. 16/17, A METAL
WITNESS POST, AND THE STATION ON THE LEFT. STATION MARKS ARE
STANDARD DISKS STAMPED COW 1965.
THE SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH
WITH THE SURFACE OF THE GROUND. IT IS 24 FEET SOUTHEAST OF THE
CENTER OF THE LEVEE ROAD, 18 FEET NORTHWEST OF MILEPOST NO.
16/17, AND 4.6 FEET NORTHWEST OF A METAL WITNESS POST. THE
UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44
INCHES BELOW THE SURFACE OF THE GROUND.
XXX
PROPOSED RELIEF WELL
PROPOSED ROW VERTEX
PROPOSED CONTOUR
SILT FENCE
RIPRAP
IMPERVIOUS FILL
CLEARING LIMITS
SF
XXX
MW
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V E
E
S
E E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L L A
H A
N
00 5000' 10000'
1" = 5000'
PROJECT LOCATION
PROJECT LOCATION
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-001
B O
R I N
G
L
E G
E N
D
FIGURES TO THE LEFT OF BORING UNDER COLUMN "K"
Are laboratory permeability in centimeters per second of undisturbed sample**
When in parenthesis denotes natural water contents in percent dry weight
FIGURES TO THE LEFT OF BORING UNDER COLUMN "(W) OR D10"
Denotes D10 size in mm *
FIGURES TO THE LEFT OF BORING UNDER COLUMNS "LL" AND "PL"
Are liquid and plastic limits, respectively
FIGURES TO THE LEFT OF BORING UNDER COLUMN "C (PSF)"
Are values of cohesion in lbs/sq. ft. from unconfined compression or triaxial tests**
FIGURES TO THE LEFT OF BORING UNDER COLUMN "N-VALUE"
Denotes location of unconsolidated - undrained triaxial compression test * *
Denotes free water encountered in boring or sample
Denotes channel grade
C
S
R
Q
T
FW
Denotes location of consolidation test * *
SYMBOLS TO THE LEFT OF BORING
FIGURES TO THE RIGHT OF BORING
Are descriptive symbols***
BORING TYPE
SS - Split Spoon Sampler
AUG - Auger
TUBE - 3" or 5" Thin Wall Tube
NO SAMPLE
MIXED SAMPLE
WOOD
HIGHLY ORGANIC SOILS
C O
A R
A
I N
I L
S
G R
A V
E L
S A
N D
CLEAN
GRAVEL
CLEAN
SAND
GRAVEL
W/ FINES
SAND
W/ FINES
SILTS &
CLAYS
SILTS &
CLAYS
GW
GP
GM
GC
SW
SP
SM
SC
F I N
E
G
R A
I N
I L
S ML
CL
OL
MH
CH
OH
Pt
Wd
VM
NS
M o r e t h a n h a l f o f c o a r s e f r a c t i o n i s s m a l l e r t h a n
N o s i e v e s i z e
M o r e t h a n h a l f o f c o a r s e f r a c t i o n i s l a r g e r t h a n
N o s i e v e s i z e
M o r e t h a n h a l f o f m a t e r i a l b y w e i g h t i s l a r g e r t h a n
N o s i e v e s i z e
M o r e t h a n h a l f o f m a t e r i a l b y w e i g h t i s s m a l l e r t h a n
N o s i e v e s i z e
(Little or No Fines)
(Little or No Fines)
(Appreciable
Amount of Fines)
(Appreciable
Amount of Fines)
(Liquid Limit < 50)
(Liquid Limit > 50)
NOTE:
- Less than 5% passing No. 200 sieve - GW, GP, SW, SP
- 5% to 12% passing No. 200 sieve - Dual classification (e.g. SP-SM)
- More than 12% passing No. 200 sieve - GM, GC, SM, SC
MAJOR DIVISION TYPE
LETTER
SYMBOL
UNIFIED SOIL CLASSIFICATION SYSTEM
CONSISTENCY SYMBOL
DESCRIPTIVE SYMBOLS
COLOR SYMBOL
TAN
YELLOW
RED
BLACK
GRAY
LIGHT GRAY
DARK GRAY
BROWN
LIGHT BROWN
DARK BROWN
BROWNISH - GRAY
GRAYISH - BROWN
GREENISH - GRAY
GRAYISH - GREEN
GREEN
BLUE
BLUE - GREEN
WHITE
MOTTLED Mot
Wh
BlGn
Bl
Gn grGn gnGr grBr brGr dBr lBr
Br dGr lGr
Gr
BK
R
Y
T
COHESION IN LBS./SQ. FT. FROM
UNCONFINED COMPRESSION TEST
VERY SOFT
SOFT
STIFF
VERY STIFF
HARD
COLOR DESCRIPTORS
CONSISTENCY FOR COHESIVE SOILS
< 250
250 - 500
500 - 1000
1000 - 2000
2000 - 4000
> 4000 vSo
So
St vSt
H
MODIFICATION SYMBOL
Traces
Fine
Medium
Coarse
Concretions
Rootlets
Lignite fragments
Shale fragments
Sandstone fragments
Shell fragments
Organic matter
Clay strata or lenses
Silt strata or lenses
Sand strata or lenses
Sandy
Gravelly
Boulders
Slickensides
Wood
Oxidized
Saturated
Lumps of Clay Clp
Sat
Ox
Wd
SL
B
G
S
SS
SIS
CS
O slf sds sh lg rt cc
C
M
F
Tr -
CL
CH
MH
OH
ML
OL
CL-ML
MODIFICATIONS
U i n e i n e
0 20 40 60 80 100
P
I
P
L A
S T
I C
I T
Y
I N
D E
X
L.L. - LIQUID LIMIT
PLASTICITY CHART
For Classification of Fine-Grained Soils
NOTES
Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio**
Denotes location of sample subjected to consolidation test and each of the above three types of shear tests * *
* THE D10 SIZE OF A SOIL IS THE GRAIN DIAMETER IN MILLIMETERS OF WHICH 10% OF THE SOIL IS
FINER, AND 90% COARSER THAN SIZE D10.
* * RESULTS OF THESE TESTS ARE AVAILABLE FOR INSPECTION IN THE U.S. ARMY ENGINEER DISTRICT
OFFICE IF THESE SYMBOLS APPEAR BESIDE THE BORING LOGS ON THE DRAWINGS.
* * * BORING LOGS ARE AVAILABLE FOR INSPECTION UPON REQUEST SUBMITTED TO CONTRACTING
OFFICER'S REPRESENTATIVE
GENERAL NOTES:
1. WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE
LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC
OF SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH
VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE
CONTRACT CLAUSE ENTITLED, "DIFFERING SITE CONDITIONS".
3. CONSISTENCY OF COHESIVE SOILS SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND
VISUAL EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE
BORINGS WHERE SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.
4. ADDITIONAL SUBSURFACE DATA MAY BE AVAILABLE FOR INSPECTION UPON REQUEST. REQUESTS
FOR ADDITIONAL SUBSURFACE BORING DATA AND PILOT HOLE DATA SHALL BE SUBMITTED TO THE
CONTRACTING OFFICER'S REPRESENTATIVE.
Are driving resistances in blows per foot determined with a standard split spoon sampler ( 1 - 3/8 " I.D. 2" O.D. ) and a 140 lb. driving hammer with a 30" drop
MEDIUM STIFF mSt
Denotes location of consolidated - drained direct shear test * *
Denotes location of consolidated - undrained triaxial compression test * *
2. GROUND WATER ELEVATIONS SHOWN ON THE BORINGS LOGS REPRESENT GROUND WATER
SURFACES ENCOUNTERED IN SUCH BORINGS ON THE DATES SHOWN. ABSENCE OF WATER SURFACE
DATA ON CERTAIN BORINGS INDICATES THAT NO GROUND WATER DATA ARE AVAILABLE FROM THE
BORING BUT DOES NOT NECESSARILY MEAN THAT GROUND WATER WILL NOT BE ENCOUNTERED AT
THE LOCATIONS OR WITHIN THE VERTICAL REACHES OF SUCH BORINGS. THE GROUNDWATER TABLE
IS EXPECTED TO FLUCTUATE DEPENDING ON SEASONAL VARIATIONS AND WEATHER CONDITIONS.
Ground water surface at time of drilling
Ground water surface 24 hours after drilling
GRAVEL, Well Graded, gravel-sand mixtures, little or no fines
GRAVEL, Poorly Graded, gravel-sand mixtures, little or no fines
SILTY GRAVEL, gravel-sand-silt mixtures
CLAYEY GRAVEL, gravel-sand-clay mixtures
SAND, Well Graded, gravelly sands
SAND, Poorly Graded, gravelly sands
SILTY SAND, sand-silt mixtures
CLAYEY SAND, sand-clay mixtures
SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity
LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity
ORGANIC SILTS, and organic silty clays of low plasticity
SILT, fine sandy or silty soil with high plasticity
FAT CLAY, inorganic clay of high plasticity
ORGANIC CLAYS of medium to high plasticity, organic silts
PEAT, and other highly organic soil
WOOD
Variable mixed silts, clays and sands
TYPICAL NAMES
UNIFIED SOIL CLASSIFICATION SYSTEM
SYMB
A1
BORING LEGEND
(14.0)
(12.8)
0.135
0.101
CH, Br
CL, Br
SM, Br
Tr-Clay
SP, Br
Tr-Silt
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 1-WBR-13
DATE: 10/2/2013
GROUND ELEV. 156.4
N 12491733
E 2251066
1728 (21.7)
0.104
CL, Br
SC, grBr
Br
SP-SM, Br
SC, Br
SP-SM, Br grBr grBr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 2-WBR-13
DATE: 11/5/2013
GROUND ELEV. 150.1
N 12491552
E 2250615
(16.3)
(18.0)
0.157
0.155
CL, grBr
SP-SM, Gr
SP, Gr
SC, Gr
SP, Br grBr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 3-WBR-13
DATE: 11/5/2013
GROUND ELEV. 152.0
N 12491310
E 2250147
NP
NP
(23.0)
(27.0)
(27.0)
(34.0)
(37.0)
0.155
CH, Br lg
CL, Gr
SP-SM, Gr
SM, Gr
SP-SM, Br, F to M, Tr-Gravel
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 48-WBR-17
DATE: 8/18/2017
GROUND ELEV. 151.9
N 12494333
E 2256428
(23.0)
(27.0)
(21.0)
(31.0)
(30.0)
(19.0)
0.082
CL, Br
CH, Gr and Br, SIS
ML, Gr and Br
SP-SM, Gr
SM, Gr and Br
CL, Gr
SM, Gr, lg
SP-SM, Gr, lg
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 49-WBR-17
DATE: 8/19/2017
GROUND ELEV. 155.7
N 12494102
E 2256002
(18.0)
(23.0)
(28.0)
(33.0)
(37.0)
0.087
CL, Br, rt
Ox
SM, Br
SP-SM, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 50-WBR-17
DATE: 8/20/2017
GROUND ELEV. 158.9
N 12493877
E 2255581
(17.0)
(29.0)
(26.0)
(27.0)
(22.0)
CL, Br
CL-ML, Br
CL, Br
ML, Br, CS
CL, Gr, SIS
SM, Gr, lg
Wd
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 51-WBR-17
DATE: 8/20/2017
GROUND ELEV. 155.2
N 12493669
E 2255122
(21.0)
(23.0)
(29.0)
(22.0)
0.114
0.129
CL, Br
CH, Br
CL, Br, SIS
SP-SM, Br
SP, Br, F
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 52-WBR-17
DATE: 8/21/2017
GROUND ELEV. 154.7
N 12493451
E 2254658
(18.0)
(25.0)
0.152
0.251
CL, Br and Gr, rt
SM, Br
SP-SM, Br
SM, Br
SP, Br, F to M, Tr-Gravel
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 53-WBR-17
DATE: 8/21/2017
GROUND ELEV. 154.6
N 12493229
E 2254196
(17.0)
(20.0)
(28.0)
(32.0)
0.162
0.162
CH, Br
CL, Br
SS
SM, Br
CS
SP, Br, F to M, Tr-Gravel
F
F
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 54-WBR-17
DATE: 8/22/2017
GROUND ELEV. 154.4
N 12493018
E 2253762
(20.0)
(26.0)
(28.0)
(35.0)
0.166
CH, Br
CL, Gr and Br
ML, Gr
SP-SM, Gr
SM, Gr
SP, Gr and Br, F
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 55-WBR-17
DATE: 8/21/2017
GROUND ELEV. 151.9
N 12492815
E 2253297
(26.0)
(23.0)
(24.0)
(41.0)
(38.0)
(45.0)
0.137
CH, Br rt
Ox, cc
CL, Gr and Br
SP-SM, Gr and Br
SM, Gr
CL, Gr, silt
SP, Gr, F, Tr-Gravel
F to M
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 56-WBR-17
DATE: 8/23/2017
GROUND ELEV. 152.9
N 12492604
E 2252854
(31.0)
(24.0)
(25.0)
(29.0)
(39.0)
(39.0)
(74.0)
0.111
0.163
CH, Br
SIS
CL, Gr
CH, Gr, SIS
SP-SM, Gr, lg
SP, Gr, F, lg
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 57-WBR-17
DATE: 8/23/2017
GROUND ELEV. 151.4
N 12492390
E 2252387
(21.0)
(24.0)
(22.0)
CL, Br, Ox
SC, Br
SP-SM, Br
SM, Br
Br and Gr
Gr
CS
SP-SM, Gr, CS
SP, Gr, F, lg
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 58-WBR-17
DATE: 8/24/2017
GROUND ELEV. 151.3
N 12492178
E 2251957
2041 (13.0)
0.099
0.168
CL, Br, Little-Silt
SP-SM, Br
SP, Br, F
Br and Bk
Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 59-WBR-17
DATE: 8/29/2017
GROUND ELEV. 157.7
N 12491968
E 2251494
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-002
B O
R I N
G
L
O G
S
R
I V
E R
S I D
E
BORING LOGS - RIVERSIDE
(19.7)
(19.6)
0.103
(22.5)
0.111
0.086
0.186
CL, Gr
Ox
CL, grBr
SP-SM, grBr
SC, grBr
SP, Br grBr
Gr
Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 4-WBR-13
DATE: 11/4/2013
GROUND ELEV. 151.3
N 12491099
E 2249704
(19.7)
(19.4)
(20.4)
0.079
0.107
0.154
0.162
CL, Br
SP-SM, Br
SP, Br grBr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 5-WBR-13
DATE: 10/30/2013
GROUND ELEV. 156.2
N 12490882
E 2249254
(21.7)
(23.2)
0.093
0.138
CL, Br
SIS
SIS
SM, Br
SP, Br
SC, Gr, SIS
SM, Br
SP, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 6-WBR-13
DATE: 10/30/2013
GROUND ELEV. 156.2
N 12490673
E 2248805
(26.1)
(24.9)
(38.1)
(40.1)
(20.2)
(24.0)
0.16
0.161
CH, Gr
CL-ML, Gr
Tr-Wd
SP, grBr
Gr
Br
SC, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 7-WBR-13
DATE: 10/30/2013
GROUND ELEV. 154.7
N 12490459
E 2248353
(21.8)
(23.5)
(17.2)
(22.1)
(23.4)
(24.7)
(26.3)
(33.9)
0.089
0.155
0.157
CL, Gr, Ox
CH, Gr
O
CL, Gr
Tr-Sand
SP-SM, Gr, O
SP, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 8-WBR-13
DATE: 10/29/2013
GROUND ELEV. 154.9
N 12490248
E 2247901
(22.7)
(21.9)
0.087
0.157
CL, grBr
SM, Br
SP-SM, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 9-WBR-13
DATE: 10/29/2013
GROUND ELEV. 156.5
N 12490020
E 2247443
2143 (19.9)
(25.4)
0.153
0.152
CL, Br, rt
SM, Br
SP-SM, Br
SP, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 10-WBR-13
DATE: 10/28/2013
GROUND ELEV. 155.9
N 12489824
E 2246996
2057 (22.7)
(19.2)
0.096
0.108
CH, grBr
ML, Br
SP-SM, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 11-WBR-13
DATE: 10/28/2013
GROUND ELEV. 155.5
N 12489565
E 2246540
(20.0)
(23.3)
(18.6)
0.076
(34.0)
0.13
0.081
CL, Br, SIS, rt
ML, Br
CL-ML, Br, Clp
SP-SM, Br
CL, Br
ML, Br
SM, Br, O
SP, Br
SP-SM, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 12-WBR-13
DATE: 10/24/2013
GROUND ELEV. 155.4
N 12489239
E 2246154
(13.2)
(17.0)
(18.9)
(29.9)
0.09
0.158
0.158
CL, Gr
O
O
Br, O, rt brGr
SM, Br
SP, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 13-WBR-13
DATE: 10/23/2013
GROUND ELEV. 155.5
N 12488911
E 2245780
(18.7)
(17.5)
(19.8)
(18.6)
0.135
0.153
0.111
0.159
0.109
CH, Br
SIS
grBr, SIS
CL, grBr
SIS
SP, Br
SP-SM, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 14-WBR-13
DATE: 10/22/2013
GROUND ELEV. 154.3
N 12488583
E 2245404
(18.0)
(18.9)
(27.6)
(21.6)
0.109
0.08
0.102
0.15
CH, grBr
SIS
SIS
ML, grBr, Clp
CL, Br
CL, Br, S
SP, Br
SP-SM, Br
SP, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 15-WBR-13
DATE: 10/22/2013
GROUND ELEV. 154.0
N 12488254
E 2245028
(17.6)
(18.5)
(21.2)
(21.5)
(34.6)
(40.3)
0.076
0.107
CL, grBr
SIS, rt
Br, SIS, rt
SIS, rt
CL, Gr
SC, Br
Clp
SP-SM, Br
SP, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 16-WBR-13
DATE: 10/18/2013
GROUND ELEV. 154.1
N 12487924
E 2244651
(23.4)
(20.8)
(20.6)
(40.6)
0.079
CL, Br
CH, Br
SC, Br
CL, Br
SM, Br
CL, Gr
SP-SM, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 17-WBR-13
DATE: 10/19/2013
GROUND ELEV. 154.5
N 12487597
E 2244275
(23.5)
(29.5)
(28.9)
(39.1)
0.075
0.077
CH, Gr
Tr-O
CL, Gr
CH, Br
CL, Gr
SP-SM, Gr
SM, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 18-WBR-13
DATE: 11/5/2013
GROUND ELEV. 155.0
N 12487267
E 2243899
E L
E V
A T
I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-003
B O
R I N
G
L
O G
S
R
I V
E R
S I D
E
BORING LOGS - RIVERSIDE
(26.4)
(19.2)
(25.7)
(31.8)
(32.5)
CH, Br
CL, Br
SM, Br
ML, Br
SP-SM, Br
ML, Br, Tr-Silt
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 19-WBR-13
DATE: 10/15/2013
GROUND ELEV. 155.6
N 12486922
E 2243528
(19.9)
(15.3)
(32.5)
(38.3)
(31.5)
(30.4)
CL, Br
CH, Br
ML, Br
Tr-Sand
CL, Gr
SM, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 20-WBR-13
DATE: 10/15/2013
GROUND ELEV. 154.3
N 12486571
E 2243173
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
(29.1)
(27.7)
(24.8)
CH, Gr
CL, Br
SM, Gr
SP, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 1-WRBPG-20
DATE: 4/10/2020
GROUND ELEV. 149.4
N 12487691.9
E 2253957.39
(25.3)
(27.1)
(33.9)
(36.9)
CH, Gr
CL, Gr
SM, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 2-WRBPG-20
DATE: 4/10/2020
GROUND ELEV. 149.9
N 12487688.91
E 2254128.76
(25.6)
(36.6)
CL, Br, Ox
SP, Br
SP-SM, Br
SP, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 3-WRBPG-20
DATE: 4/10/2020
GROUND ELEV. 151.0
N 12487689.33
E 2254422.58
NP
NP
(24.2)
(31.6)
(33.3)
(35.1)
CL, Br, Ox
ML, Gr
ML, Gr
ML, Gr
ML, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 4-WRBPG-20
DATE: 4/10/2020
GROUND ELEV. 153.6
N 12487678.68
E 2254731.8
NP
NP
(24.3)
(25.0)
(34.4)
(35.6)
(34.6)
(33.3)
(30.2)
(27.7)
CL, Gr, Ox
CH, Br, Ox
CL-ML, Gr
ML, Gr
CL-ML, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 5-WRBPG-20
DATE: 4/9/2020
GROUND ELEV. 153.9
N 12487676.46
E 2255031.63
NP
NP
(27.6)
(27.9)
(28.4)
(28.1)
(37.6)
(32.8)
CH, brGr, Ox
ML, Gr
SM
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 6-WRBPG-20
DATE: 4/9/2020
GROUND ELEV. 153.9
N 12487662.87
E 2255343.73
(23.3)
(27.2)
(29.6)
CH, Br, Ox
CL, Br, Ox
SP, Br
CL, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 7-WRBPG-20
DATE: 4/9/2020
GROUND ELEV. 153.7
N 12487661.23
E 2255643.92
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-004
B O
R I N
G
L
O G
S
R
I V
E R
S I D
E
A
R
R O
W
BORING LOGS - RIVERSIDE AND BORROW
(13.1)
(24.7)
(24.4)
(11.9)
(23.2)
0.15
CL, brGr
CH, Gr
CL, Gr
CL, Gr
CL, brGr
CL
SM, Br
SP, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 41-WBC-13
DATE: 10/3/2013
GROUND ELEV. 180.0
N 12491623
E 2251118
(14.6)
(17.8)
(32.6)
(18.7)
(26.2)
(29.4)
CL, brGr
CL, Gr
Gr, Tr-O
CL, Br
CL, brGr
CL, Gr, Tr-O
SP, Gr
Tr-O
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 42-WBC-13
DATE: 10/4/2013
GROUND ELEV. 180.0
N 12490988
E 2249761
(27.2)
(23.4)
(28.8)
(40.9)
(36.4)
(26.1)
(37.7)
(25.6)
(22.4)
0.15
CL, grBr
CH, grBr brGr
CL, brGr
CH, Br
SC, Br
SP-SM, Br
Tr-O
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 43-WBC-13
DATE: 10/7/2013
GROUND ELEV. 179.4
N 12490342
E 2248403
(18.7)
(11.7)
(21.8)
(19.7)
(21.4)
(26.4)
(22.0)
(21.1)
0.152
CL, Br rt rt rt, O
ML, Gr
SM, Br
SP, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 44-WBC-13
DATE: 10/8/2013
GROUND ELEV. 180.1
N 12489715
E 2247047
(22.4)
(17.3)
(25.2)
(26.3)
(27.7)
(25.5)
(22.4)
(27.0)
0.109
CL, Br
CL-ML, Br
ML, Br
CL, Br grBr
CL
CL, Br
SP, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 45-WBC-13
DATE: 10/9/2013
GROUND ELEV. 179.4
N 12488812
E 2245864
(21.5)
(15.0)
(17.5)
(20.5)
(24.0)
(23.2)
(20.0)
(23.7)
(27.1)
CL, grBr
Br
Gr
SIS
CL, Br
CL-ML, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 46-WBC-13
DATE: 10/9/2013
GROUND ELEV. 178.9
N 12487825
E 2244735
(24.0)
(14.0)
(22.0)
(28.0)
(33.0)
(33.0)
(34.0)
(30.0)
(32.0)
(35.0)
(32.0)
(35.0)
(26.0)
(37.0)
0.111
CH, Br
G
Gr and Br
Gr
CL, Gr, SIS
SP-SC, lBr, F
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 72-WBC-17
DATE: 9/3/2017
GROUND ELEV. 179.9
N 12494223
E 2256512
(21.0)
(23.0)
(30.0)
(30.0)
(36.0)
(29.0)
(31.0)
(28.0)
(30.0)
(45.0)
(30.0)
(24.0)
(28.0)
CH, Br
CL, Br, S
SP-SM, Br
CH, Br and Gr, Wd
CL, Gr Bk
O
Br and Gr
CL, Gr and Br
SM, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 73-WBC-17
DATE: 9/2/2017
GROUND ELEV. 180.3
N 12493576
E 2255160
(22.0)
(23.0)
(31.0)
(28.0)
(28.0)
(26.0)
(31.0)
(30.0)
(33.0)
(33.0)
(37.0)
(28.0)
0.173
CH, Br
SC, Br, S
CL, Br, SIS
Br and Gr
Gr, cc
Gr and Bk
Br and Gr, rt cc
CH, Gr, cc cc
Gr and Br
SP-SM, Br
SP, Br, F
F, Tr-Gravel
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 74-WBC-17
DATE: 9/1/2017
GROUND ELEV. 179.6
N 12492914
E 2253823
(22.0)
(29.0)
(24.0)
(23.0)
(25.0)
(30.0)
(32.0)
(28.0)
(25.0)
(25.0)
(32.0)
(33.0)
(33.0)
0.136
CH, Br
Gr cc cc
CL, Gr
CH
ML, Gr and Br
SP-SM, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 75-WBC-17
DATE: 9/1/2017
GROUND ELEV. 179.2
N 12492292
E 2252457
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-005
B O
R I N
G
L
O G
S
L
E V
N
T E
R L
I N
E
BORING LOGS - LEVEE CENTERLINE
(15.1)
(17.5)
(19.2)
(24.4)
(28.5)
(31.1)
(26.0)
(27.3)
(33.2)
CL, grBr rt
CH, grBr rt
CL, Br
CH, grBr
CL, brGr
CL, brGr
SM, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 47-WBC-13
DATE: 10/10/2013
GROUND ELEV. 179.0
N 12486838
E 2243612
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-006
B O
R I N
G
L
O G
S
L
E V
N
T E
R L
I N
E
BORING LOGS - LEVEE CENTERLINE
1926 (18.8)
(26.0)
0.155
0.289
CL, grBr
Tr-O, Ox
SC, grBr
Tr-O, Ox
SM, grBr
SP-SM, Gr
Br
SC, brGr
SM, grBr
Gr, Tr-O
SP, Br
Br
Gr, lg
SP, Gr lg lg
Tr-Gravel
Tr-Gravel
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 22-WBL-13
DATE: 11/5/2013
GROUND ELEV. 152.7
N 12491285
E 2250724
GROUND ELEV. 157.9
N 12493894
E 2256113
(26.0)
(29.0)
(32.0)
(28.0)
(32.0)
(32.0)
0.089
0.114
0.125
0.136
0.166
CH, Br
CL, Br
CH, Br
CL, Gr
SP-SM, Gr
SM, Gr
SP, Gr, F
SP-SM, Gr, Tr-Gravel
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 61-WBL-17
(28.0)
(30.0)
(26.0)
(28.0)
(38.0)
0.154
0.147
0.157
CL, Br
SM, Br
SP-SM, Br, F
SP, Gr
SM, Gr
SP, Gr, F, Tr-Gravel
F
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 62-WBL-17
DATE: 9/5/2017
GROUND ELEV. 159.0
N 12493700
E 2255681
(31.0)
(26.0)
(25.0)
(32.0)
(32.0)
(38.0)
(53.0)
0.091
0.147
0.123
CH, Br and Gr
CL, Br
Ox
SS
Gr and Br, SS
Gr, SS
SIS
SP-SM, Gr
SP, Gr, F
SP-SM, Gr lg lg
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 64-WBL-17
DATE: 9/11/2017
GROUND ELEV. 154.9
N 12493232
E 2254767
(29.0)
(28.0)
0.12
0.125
0.111
0.123
0.186
0.097
CL, Br, Ox
SP-SM, Br
SP, Br, F
SP-SM, Br
SP, Br, F
SP-SM, Br
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 65-WBL-17
DATE: 9/14/2017
GROUND ELEV. 155.0
N 12493016
E 2254325
(33.0)
(30.0)
(35.0)
(37.0)
0.093
0.171
0.195
0.212
CH, T and Br
Gr
ML, Gr, S
ML, Gr, S
SP, Gr, F
SM, Gr
SP, Gr, F
F to M
F
G
G
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 67-WBL-17
DATE: 9/27/2017
GROUND ELEV. 152.2
N 12492573
E 2253424
(29.0)
(32.0)
(30.0)
(38.0)
(40.0)
0.21
0.158
0.109
0.105
CH, Br
SM, Br
SP-SM, Br
CL, Br, SIS
SM, Br
SP, Gr, F to M, lg
SP-SM, Gr, F
SP, Gr, F, lg
Tr-Gravel
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 68-WBL-17
DATE: 9/19/2017
GROUND ELEV. 152.6
N 12492346
E 2252972
(30.0)
(37.0)
(26.0)
(20.0)
(26.0)
0.091
0.16
0.208
0.195
CH, Br
CL, Br
SIS
SIS
SP-SM, Br
SM, Br and Gr
SP-SM, Br, F
SM, Br and Gr
SP, Gr, F, CS
F to M
GP, Gr, S
SP, Gr, M
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 70-WBL-17
DATE: 9/17/2017
GROUND ELEV. 152.4
N 12491926
E 2252075
(27.0)
(26.0)
(25.0)
(27.0)
(25.0)
(29.0)
0.156
0.109
0.221
CH, Br
CL, Br
ML, Br
CL-ML, Gr
SM, Gr
SP-SM, Gr, F
Gr and Br, F, lg
Gr
SP, Gr, lg
SP-SC, Gr
SC, Gr, So
SP, Gr, M, F, G
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 71-WBL-17
DATE: 9/18/2017
GROUND ELEV. 152.6
N 12491710
E 2251621
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
(36.5)
(18.5)
(23.4)
0.149
0.099
0.082
0.114
0.166
0.157
0.153
0.168
0.159
0.455
0.351
0.254
CL, Br
SM, brGr
SP-SM, Br
SP, Br
SP-SM, Br
SM, Gr
SP, Br
Gr
SP-SM, Gr
SP, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 23-WBL-13
DATE: 10/28/2013
GROUND ELEV. 153.8
N 12491073
E 2250272
DATE: 9/4/2017
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-007
B O
R I N
G
L
O G
S
L
A N
D S
I D
E
BORING LOGS - LANDSIDE
(18.3)
(22.0)
(22.9)
0.077
0.112
0.091
0.117
0.15
0.162
0.173
0.17
0.315
0.28
0.438
CL, Br
SM, Br
SP-SM, Br
SP, Br
SP-SM, Br
SM, Br
SP, Br
Gr
Tr-Gravel
Tr-Gravel
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 25-WBL-13
DATE: 10/30/2013
GROUND ELEV. 157.9
N 12490649
E 2249367
1840 (13.9)
0.157
0.095
0.166
0.204
CL, brGr
Ox
Br
SC, grBr, Ox
SM, Br
SP, Br
SC, Br
SP-SM, Br
SP, Br
Gr
Tr-Gravel
SP
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 26-WBL-13
DATE: 11/5/2013
GROUND ELEV. 159.3
N 12490437
E 2248916
(17.4)
(13.3)
(27.0)
(27.3)
0.149
0.081
(37.1)
0.11
0.108
0.101
0.184
0.239
CH, Br
CL, Br
SP, Br
SM, Br
SP, Br
SP-SM, Br
SM, Br
SP, Br
SP-SM, Br
SP, Br
SP, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 28-WBL-13
DATE: 10/10/2013
GROUND ELEV. 158.6
N 12490012
E 2248011
(22.6)
(17.5)
(17.0)
(21.2)
0.107
0.148
0.159
0.165
0.114
0.113
0.113
0.226
0.298
CL, Br
ML, Br
SP, Br
SP-SM, Br
SP, Br
SP-SM, Br
SP, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 29-WBL-13
DATE: 10/14/2013
GROUND ELEV. 157.1
N 12489805
E 2247554
(23.6)
(26.0)
0.133
0.164
0.155
0.152
CL, Br
Tr-O, Ox
SM, Br
SC
SP, Br grBr brGr
Br
Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 31-WBL-13
DATE: 11/20/2013
GROUND ELEV. 155.6
N 12489363
E 2246702
2046 (19.3)
0.076
(35.4)
0.083
0.076
0.107
CL, Br grBr, rt
CL, Tr-O, rt
Gr
Tr-O, Ox
GP-GM, Br
Tr-O
CL, Br
GP-GM, Br
SM, Br
GP-GM, Br
SM, Br
SP-SM, Gr grBr
SM, Gr
SM
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 32-WBL-13
DATE: 11/8/2013
GROUND ELEV. 156.5
N 12489066
E 2246314
(14.2)
(16.8)
(19.4)
0.139
0.085
0.153
0.149
0.147
0.084
0.121
0.083
0.217
0.173
0.123
0.157
0.15
0.185
CH, Br
CL, Br
SP, Br
SP-SM, Br
SP, Br
SP-SM, Br
SP, Br
SP-SM, Br
SP, Br
SP-SM, Gr
SP
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 34-WBL-13
DATE: 10/24/2013
GROUND ELEV. 157.8
N 12488410
E 2245559
(21.4)
(17.0)
(19.6)
(27.1)
(31.8)
0.149
0.098
0.091
0.091
0.084
0.122
0.163
0.15
0.08
0.167
0.426
0.11
0.315
CL, Br
ML, Br
Tr-Clay
SP-SM, Br
SP, Br
SP-SM, Br
SP, Br
SP-SM, Gr
SP, Gr
SP
Tr-Gravel
SP
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 35-WBL-13
DATE: 10/25/2013
GROUND ELEV. 156.9
N 12488071
E 2245180
(21.2)
(19.0)
(21.1)
0.078
0.128
0.116
(29.5)
0.109
0.139
0.095
0.093
0.128
0.093
0.107
0.17
0.168
CL, Br
CH, Br
CL, Br
SP-SM, T
SM, T
Br
SP, Br
SP-SM, Br
CL, Gr
Tr-O
SM, Gr
SP, Br
SP-SM, Gr
SP, Gr
Tr-Gravel
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 37-WBL-13
DATE: 10/17/2013
GROUND ELEV. 153.0
N 12487385
E 2244422
(28.6)
(23.0)
(32.0)
(28.2)
(32.4)
(35.3)
(37.8)
(50.7)
0.154
0.094
0.095
0.144
0.174
0.157
0.133
0.17
0.301
0.095
CH, Br
ML, Br
CL, Br
Gr, O
SP, Gr
CL, Gr
SP, Gr
SP-SM, Gr
SP, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 38-WBL-13
DATE: 10/21/2013
GROUND ELEV. 152.3
N 12487071
E 2244071
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-008
B O
R I N
G
L
O G
S
L
A N
D S
I D
E
(16.7)
(11.7)
(21.1)
(35.4)
(36.1)
(27.7)
(36.7)
(30.1)
(33.2)
(40.6)
0.152
0.108
0.155
0.082
CL, Br
CH, Br
ML, Br
Gr, O
O
O
SP, Gr
SM, Gr
ML, Gr
SM, Gr
SP, Gr
SP-SM, Gr
SM, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 40-WBL-13
DATE: 10/16/2013
GROUND ELEV. 154.5
N 12486387
E 2243355
E L
E V
A T
I O
N
F
T
N
A V
D
E L
E V
A T
I O
N
F
T
N
A V
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-009
B O
R I N
G
L
O G
S
L
A N
D S
I D
E
(22.2)
(23.0)
(31.9)
(27.4)
0.158
0.101
0.113
0.093
0.11
0.175
0.176
0.076
0.168
0.17
0.426
0.1
0.163
0.16
0.225
0.164
CL, Br
SS
CH, Br
SS
CL-ML, Gr
O
SC, Gr
Br
SP, Gr
Tr-Silt
Br
SP-SM, Gr
SP, Gr
Tr-Gravel
Tr-Gravel
SP-SM, Gr
SP, Gr
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 21-WBT-13
DATE: 10/2/2013
GROUND ELEV. 154.1
N 12491497
E 2251176
NP
NP
(30.0)
(29.0)
(25.0)
(25.0)
0.084
0.118
0.126
0.159
0.108
0.151
0.163
0.158
0.165
0.139
0.18
0.177
0.109
0.085
0.111
0.201
0.127
CH, Br
CL, Br
ML, Br
SM
SP-SM, Br
SM
SP, F
SP-SM
SP, Br, F to M
SP-SM, Gr
SP, Gr, F
SP-SM, Gr
SP, Gr, F to M
SP-SM, Gr
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 60-WBT-17
DATE: 9/25/2017
GROUND ELEV. 158.1
N 12494115
E 2256578
(19.0)
(25.0)
(31.0)
0.106
0.15
0.115
0.096
0.115
0.134
0.132
0.211
0.223
0.289
CL, Br
Br and Gr
SM
ML, Br and Gr
SP-SM, Br
SP, Gr, F
SP-SM, Gr
SM, Gr
SP-SM, Gr
SP, Gr, F
SP, Gr
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 63-WBT-17
DATE: 9/27/2017
GROUND ELEV. 158.0
N 12493462
E 2255215
0.155
0.178
0.2
0.141
0.164
0.157
0.195
0.118
0.182
0.187
0.105
0.078
0.108
0.312
0.176
0.115
0.171
0.204
0.205
(32.0)
CH, Br
CL, Br
SP-SM, Br
SP, Br, F
Br and Gr, lg
SP-SM, Gr, lg
SP, Gr, F to M
SP, Gr, F to M
SP-SM, Gr
SP, Gr
GP, Gr, S
CH, dGr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 66-WBT-17
DATE: 9/15/2017
GROUND ELEV. 154.6
N 12492802
E 2253876
(29.0)
(26.0)
(28.0)
(31.0)
(36.0)
0.1
0.105
0.156
0.152
0.108
0.166
0.15
0.081
0.104
0.266
0.201
0.11
CH, Br rt
CL, Br, Ox
CH, Br and Gr
ML, Gr
SP-SM, Gr
SP, Br, F
SP-SM, Gr
Tr-Gravel
SP, Gr, F, G
SP-SM, Gr
SM, Gr
SP, Gr, M
SM, Gr
SP, Gr
SP-SM, Gr, F, Tr-Gravel
SP-SM, Gr, M, F
SP-SM, Gr
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 69-WBT-17
DATE: 9/16/2017
GROUND ELEV. 153.0
N 12492148
E 2252528
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-010
B O
R I N
G
L
O G
S
BORING LOGS
(21.9)
(14.0)
(19.7)
(22.8)
(36.1)
0.091
0.085
0.136
0.101
0.156
0.307
0.676
0.169
0.307
0.277
0.271
0.236
0.155
0.088
CL, Br
Tr-Sand
SM, Br
ML, Br
Gr
SM, Gr
SP-SM, Gr
Br
SP, Br
SP-SM, Br
SP, Gr
SP
SP
SP-SM, Gr
SP, Gr
SP
SP
Tr-Gravel
SP
Wd
SP-SM, Gr
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 24-WBT-13
DATE: 10/28/2013
GROUND ELEV. 155.3
N 12490861
E 2249819
(27.7)
(22.2)
(38.1)
(30.1)
(29.3)
0.092
0.158
0.178
0.107
0.151
0.216
0.19
0.095
0.233
0.15
0.152
0.135
0.171
0.197
CH, Br
CL, Br
CH, Br
CL, Br
SM, Br
SP-SM, Br
SM, Gr
SP, Gr
SP-SM, Gr
SP, Gr
SP
Tr-Gravel
SP-SM, Gr, Tr-Gravel
SP
SP
SP-SM, Gr
Tr-Gravel
SP-SM
SP-SM
SP, Gr
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 27-WBT-13
DATE: 10/4/2013
GROUND ELEV. 158.3
N 12490225
E 2248463
(19.2)
(21.4)
(17.6)
0.155
0.145
0.155
0.154
0.154
0.093
0.099
0.16
0.318
0.161
0.159
0.15
0.158
0.184
0.162
CL, Br
CH, Br
CL-ML, Br
ML, Br
SP, Br
SM, Br
CS
SP, Br
SM, Gr
GP-GM, Gr
SM, Gr
SP, Gr
GP-GM, Gr
Tr-Gravel
Tr-Gravel
SP, Gr
SP
SP
Tr-Gravel
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 30-WBT-13
DATE: 10/9/2013
GROUND ELEV. 156.6
N 12489610
E 2247123
(20.4)
(32.5)
(18.6)
(27.1)
0.084
0.15
0.228
0.128
0.081
0.158
0.154
0.108
0.098
0.154
0.158
0.298
0.15
0.191
0.149
0.119
0.191
0.161
CL, Br
GP, Br
SP, Br
GP-GM, Br
SP, Br
SP-SM, Br
SP, Br
SP-SM, Br
SP, Gr
Tr-Gravel
SP-SM, Gr
Tr-Gravel
SP, Gr
Tr-Gravel
SP-SM, Gr
SP, Gr
Tr-Gravel
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 33-WBT-13
DATE: 10/23/2013
GROUND ELEV. 157.5
N 12488739
E 2245935
(20.6)
(11.2)
(16.4)
(32.2)
(28.0)
0.105
0.081
0.137
0.119
0.109
0.125
0.083
0.16
0.182
0.134
0.258
0.222
0.166
0.152
0.309
0.175
CL, Br
ML, Br
SM, Br
ML, Br
CL, Gr
SM, Gr
SP-SM, Br
SP, Br
Gr
SP-SM, Gr
SP, Gr
Tr-Gravel
Tr-Gravel
SP
SP
Tr-Gravel
SP-SM, Gr
SP-SM
SP, Gr
SP
Tr-Gravel
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 36-WBT-13
DATE: 10/22/2013
GROUND ELEV. 156.1
N 12487752
E 2244816
E L E
V A
T I O
N
F
T
N
A V
D
E L E
V A
T I O
N
F
T
N
A V
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
O c t o b e r
M E
M P
H I S
T
N
M E
M P
H
S
T R
I C
T
P H
I L
L I P
S
C
O U
N T
Y
A
R K
A N
S A
S
W H
I T
E
R
I V
A
I N
A G
E
D
I S
T R
I C
T
O
F
P
H I L
L I P
S
A
R
W H
I T
E
R
I V
C
K W
A T
V
E
P A
M
E D
I A
T I O
N
M I S
S I S
S I P
P I
R
I V
I B
U T
A R
I E
S
C
O N
S T
R U
C T
I O
N
FOR SOLICITATION
D B
D B
J G
D O
N A
C
A L
L A
H A
N
B-011
B O
R I N
G
L
O G
S
(22.4)
(22.7)
(24.6)
(29.0)
0.076
0.081
0.144
0.082
0.093
0.081
0.253
0.327
0.177
0.191
0.151
CH, Br
CL, Br
ML, Br
SM, Br
Gr
SP, Gr
SM, Gr
SP-SM, Gr
SM, Gr
SP, Gr
SP-SM, Gr
SP, Gr
SP-SM, Gr
SM, Gr
SP, Gr
SM, Br
SP, Br
CH, Gr
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 39-WBT-13
DATE: 10/15/2013
GROUND…
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