12b0022.pdf

PDF 40 MB Posted Oct 12, 2012

Attached to: TOTAL SMALL BUSINESS SET-ASIDE - Flood Control, Mississippi River and Tributaries, East Bank Mississippi River Levee, Magna Vista-Brunswick, Mississippi, Levee Enlargement and Berms, Item 463-L
Solicitation number: W912EE-12-B-0022
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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bidresults.pdf	PDF	Oct 17, 2012
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385-1-1.PDF	PDF	Oct 12, 2012
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specs.pdf	PDF	Oct 12, 2012

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fiof Engineers

US Army Corps of Engineers

US Army Corps

Contract: W912EE-XX-X-XXXX

C h ie f, D e s ig n B ra n c h

C O

L E

D is tr ic t E n g in e e r

A P

P R

O V

A L R

E C

O M

M E

N D

E D B

A P

P R

O V

E D B

Vicksburg District

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n

EAST BANK MISSISSIPPI RIVER LEVEES

MAGNA VISTA - BRUNSWICK, MISSISSIPPI

LEVEE ENLARGEMENT AND BERMS

ITEM 463-L

G-001G-001

C O

V E

R S

H E

E T

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

C o v e r.

d g n

J D

B S

C J

D M

Solicitation: W912EE-12-B-0022

September 2012

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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A N

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D of Engineers

US Army Corps

M -1

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PROJECT LOCATION

PROJECT LOCATION MAP

SCALE: NONE

MISSISSIPPI

P R

O J E

C T L

O C

A T

N M

A P

G-002

LEGEND

EXISTING LEVEE

MILES ABOVE MOUTH

LEVEE ENLARGEMENT TO BE CONSTRUCTED

UNIMPROVED ROAD

GRADED AND DRAINED ROAD

GRAVEL ROAD

BITUMINOUS ROAD

PAVED ROAD

DIVIDED HIGHWAY

U.S. NUMBERED HIGHWAY

STATE NUMBERED HIGHWAY

INTERSTATE NUMBERED HIGHWAY

(PROJECT LOCATION MAP)

ROAD CLASSIFICATION

2MISSISSIPPI

HWY 465

W A

R R

E N

C O

U N

T Y

I S

S A

Q U

U N

T Y

(TO US HWY 61)

HWY 465

LOUISIANA

UPPER END OF ITEM 463-L

STATION 8305+00

AND BERMS ITEM 463-L

LEVEE ENLARGEMENT

LOWER END OF ITEM 463-L

STATION 8450+00

A N

D I

N D

E X T

O D

R A

G S

DESCRIPTION

FOUNDATION BORING PROFILES

G-001

G-002

B-101

BORING LEGENDB-001

C-101

C-102

CATTLE GUARD DETAILSC-501

C-502

SEEPAGE BORING PROFILES

BORING LAYOUT - STA. 8305+00 TO STA. 8450+00

C-301

TYPICAL CROSS SECTIONS - SUPERELEVATION DETAILS

B-222 thru B-227

B-201 thru B-203

B-204 thru B-212

C-104

C-103

C-112

BORROW BORING PROFILESB-214 thru B-221

CONE PENETROMETER TESTS

B-213

SIGNAGE DETAILS

C-701 thru C-702

TYPICAL CROSS SECTIONS - LEVEE ENLARGEMENT AND BERMS

FOUNDATION AND SEEPAGE BORING PROFILES

C-105

C-106

C-107

C-108

C-109

C-110

C-111

PLAN AND PROFILE - RIVERSIDE RAMP STA. 8316+80

PLAN AND PROFILE - LANDSIDE RAMP STA. 8347+50 TO 8352+40

PLAN AND PROFILE - RIVERSIDE RAMP STA. 8348+00 TO 8353+75

PLAN AND PROFILE - RIVERSIDE RAMP STA. 8424+10 TO 8428+90

PLAN AND PROFILE - LANDSIDE RAMP STA. 8421+80

PLAN AND PROFILE - LANDSIDE RAMP STA. 8429+40

TYPICAL CROSS SECTIONS - TEMPORARY ROADWAY CONNECTOR

C-302

C-303

INDEX TO DRAWINGS

DRAWING NO.

PROJECT LOCATION MAPS AND INDEX TO DRAWINGS

COVER SHEET

C-304 TYPICAL SECTIONS AND DETAILS - RAMPS

C-305 thru C-310

PLAN AND PROFILE - LEVEE ENLARGEMENT AND BERMS STA. 8390+00 TO 8450+00

PLAN AND PROFILE - LEVEE ENLARGEMENT AND BERMS STA. 8305+00 TO 8390+00

CROSS SECTIONS - LEVEE ENLARGEMENT AND BERMS

STAGE HYDROGRAPHS

C-113

PLAN AND PROFILE - NORTH TEMPORARY ROADWAY CONNECTOR

PLAN AND PROFILE - SOUTH TEMPORARY ROADWAY CONNECTOR

PLAN AND SECTION - LANDSIDE BORROW AREA

C-114

C-115

PLAN AND PROFILE - RIVERSIDE RAMP STA. 8348+00 TO 8353+75

PLAN AND SECTION - NORTH BORROW AREA

PLAN AND SECTION - MAIN BORROW AREA

PLAN AND SECTION - SOUTH BORROW AREA

L o c

V ic .d g n

J D

M B

S C

C-504 thru C-507

C-508

STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

SCALE: NONE

VICINITY MAP

. SEE PLAN SHEETS FOR DATUM REFERENCES.PRESENTED IN N.G.V.D. 29 AND N.A.V.D. 88

THE ELEVATIONS ARE DUE TO MULTIPLE SURVEY DATES AND SURVEY PARTIES, 2.

00 00.00 09, PARAGRAPH 1.4 OF CONTRACT SPECIFICATION.

FOR SPECIAL REQUIREMENTS FOR "SURVEY LAYOUT FOR CONSTRUCTION," SEE SECTION 01 1.

NOTES:

C-503 STORM WATER POLLUTION PREVENTION PLAN

BORROW AREA STORM WATER POLLUTION PREVENTION PLANS

E N

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IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

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S T B

A N

K M

P I

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W -9

E -1

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X X

K S

B U

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P I

M A

G N

A V

T A B

R U

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P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

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S U

B M

T E

D B

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JACKSON

OXFORD

G R E E

N V

L E

COLUMBUS

M E R

VICKSBURG

NATCHEZ

HATTIESBURG

GULFPORT PASCAGOULA

INNERSTATE

49E

49W

DE SOTO

TUNICA TATE

MARSHALL

BENTON

TIPPAH

ALCORN

PRENTISS

TISHOMINGO

ITAWAMBALEE

PONTOTOC

UNION

LAFAYETTE

PANOLA

QUITMAN

COAHOMA

TALLAHATCHIE

YALOBUSHA

CALHOUN CHICKASAW

MONROE

CLAY

WEBSTER

LOWNDESOKTIBBEHA

CHOCTAW

WINSTON NOXUBEE

KEMPERLEAKE

ATTALA

MONTGOMERY

GRENADA

CARROLL

LEFLORESUNFLOWER

BOLIVAR

WASHINGTON

ISSAQUENA

SHARKEY

HUMPHREYS

HOLMES

YAZOO

MADISON

WARREN

CLAIBORNE

JEFFERSON

ADAMS

FRANKLIN

HINDS

COPIAH

RANKIN

SCOTT NEWTON LAUDERDALE

CLARKEJASPERSMITH

SIMPSON

WAYNEJONESCOVINGTON

GREENE

PERRYFORREST

LAMAR

JEFFERSON

DAVIS

LAWRENCE

LINCOLN

AMITE PIKE

WATHALL

MARION

WILKINSON

PEARL RIVER STONE

GEORGE

JACKSONHARRISON

HANCOCK

NESHOBA

B O

G L

E G

E N

B-001

B o rL e g .d g n

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M B

S C

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C K

D B

D E

N E

D B

D E

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

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P I

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E -1

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X X

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P I

M A

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T A B

R U

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P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

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N N

S U

B M

T E

D B

F L

O O

D C

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P I

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N D T

U T

A R

J D

A U

G U

S T

S E

P T

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B E

W -9

E -1

-B -0

NOTES:

Are natural water contents in percent dry weight

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, gravely sands

SAND, Poorly-Graded, gravely sands

TYPICAL NAMES

UNIFIED SOIL CLASSIFICATION

SYMBOLS TO LEFT OF BORING

Ground - water surface and date observed

FIGURES TO RIGHT OF BORING

Are values of cohesion in lbs./sq. ft from unconfined compression test

Denotes location of consolidation test **

Denotes location of consolidated - drained direct shear test **

Denotes location of consolidated - undrained triaxial compression test **

Denotes location of unconsolidated - undrained triaxial compression test **

Denotes location of vane shear test **

Denotes location of sample subjected to consolidation test and each of the above three types of shear test **

FIGURES TO LEFT OF BORING UNDER COLUMNS "LL" AND "PL"

Denotes free waterFW

Are liquid limits and plastic limits, respectfully per second of undisturbed sample

Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio

Where underlined with a dashed line denotes laboratory permeability in centimeters

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

DESCRIPTIVE SYMBOLS

SYM

BOL

LETTER

SYMBOL

CLEAN

GRAVEL

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

HIGHLY ORGANIC SOILS

WOOD

NO SAMPLE

E G

R A

E D S

S C

O A

R S

G R

E D S

G R

A V

E L

S S

A N

D S

MAJOR DIVISION TYPE

GRAVEL

WITH FINES

(Appreciable

Amount of

Fines)

NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols

A comma will be used between modification symbols. Example. So,Gr,w/SIS,(CH)

(Liquid Limit < 50)

(Liquid Limit > 50)

M o re t h a n h a lf o f c o a rs e fr a c ti o n i s l a rg e r th a n

Amount of Fines)

(Little or No Fines)

CLAYS

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

When underlined denotes D size in mm *

M o re t h a n h a lf o f c o a rs e o .4 s ie v e s iz e fr a c ti o n i s s m a ll e r th a n

N o s ie v e s iz e

N o .2 s ie v e s iz e

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

" I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop8

In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler

CONSISTENCY

FOR COHESIVE SOILS

COLOR MODIFICATIONS MODIFICATIONS

* The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .

10 10 on the drawings.

** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs

0 20 40 60 80

"U L

N E

CL - ML OL

L. L. - LIQUID LIMIT

PLASTICITY CHART

For classification of fine - grained soils

P I P

L A

S T

Y I

N D

E X

CONSISTENCY

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

SYMBOL

COHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

vSo

St vSt

2000 - 4000

1000 - 2000

500 - 1000

250 - 500

< 250

> 4000

SYMBOLCOLOR

lGr dGr

Br lBr dBr br Gr gy Br gn Gr gy Gn

Bl Gn

Wh rd

Mot

SSIS

SISS

D vD

Tr-

C cc rt lg sh sds slf

SIS

Veg

MODIFICATION SYMBOLMODIFICATION

Sandy Silt strata

Silty Sand strata

With

Dense

Very Dense

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

Gravely

Boulders

Slickensides

Wood

Oxidized

Crumbly

Loose

Vegetation

REDDISH

MOTTLED

WHITE

BLUE - GREEN

BLUE

GREEN

GRAYISH - GREEN

GREENISH - GRAY

GRAYISH - BROWN

BROWNISH - GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

LIGHT GRAY

GRAY

BLACK

RED

YELLOW

TAN

COLOR

SYMBOL

considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.

materials of the region are anticipated and, if encountered, such variations will not be and for their respective vertical reaches, local variations characteristic of the subsurface

1. While the borings are representative of subsurface conditions at their respective locations water will not be encountered at the locations or within the vertical reaches of such borings.

that no ground water data are available from the boring but does not necessarily mean that ground in such borings on the dates shown. Absence of water surface data on certain borings indicates

2. Ground water elevations shown on the boring logs represent ground water surfaces encountered strengths from unconfined compression test are shown.

examination and is approximate, except within those vertical reaches of the borings where shear

3. Consistency of cohesive soils shown on the boring logs is based on driller’s log and visual

ASTM D 2487, (2006) Classification of Soils for Engineering Purposes.

4. The detailed explanation of the Unified Soil Classification System is presented in

10FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "

SEC. 4

SEC. 3

SEC. 33

CULTIVATED FIELD

WOODS

TREES

SCATTERED

WOODS

W O

O D S

SCATTERED TREES

R O

A D

L A

M P

W W

TOE OF LEVEE

CHOTARD LAKE

B E

N C

H M

A R

K B

M L -2 -4 -A (1

A Q

U E

U N T

COLLINS RD.

C K S

M A

T C

H T

O S

T A B

E L

O W

M A

T C

H T

O S

T A A

B O

V E

W O

O D S

POW ER TRANSFORMER

GATE

MVBS-183-09MVBS-193-09

MVBS-202-09

MVBS-209-09

MVBS-210-09

MVBS-217-09

MVBS-224-09

MVBS-225-09

MVBS-232-09

MVBS-233-09

MVBS-240-09

MVBS-248-

MVBS-249-09

MVBS-244-

MVBS-245-09

MVBF-243-09U

MVBS-187-09

MVBS-189-09

MVBF-188-09U

MVBS-198-09

MVBF-196-09U

M V

B S -2

-0

9M V B S -2 -0

VBF-204-09U

MVBS-213-09

MVBS-220-09

MVBS-221-09

MVBF-219-09U

MVBS-228-09

MVBS-229-09MVBS-237-09

MVBF-235-09U

463-43-09B

463-42-09B

463-41-09B

463-44-09B

463-40-09B

463-36-09B 463-35-09B

463-39-09B 463-38-09B

463-37-09B

463-13-09B

463-12-09B

463-11-09B

463-16-09B

463-15-09B

463-14-09B

463-10-09B 463-17-09B

463-27-09B

463-26-09B

463-25-09B

463-20-09B

463-19-09B

463-18-09B 463-24-09B

463-22-09B

MVBS-243.06C

MVBS-239.06C

MVBS-235.06C

MVBS-236-04

MVBS-231.06C MVBS-227.06C

MVBS-223.06C

MVBS-219.06C

MVBS-212.06C

MVBS-216-04

MVBS-208.06C

MVBS-204.06C

MVBS-200.06C

MVBS-197-04

MVBS-196.06C

MVBS-194-05C MVBS-190-05C

MVBS-188.06C

MVBS-192.06C

MVBS-186-05C

MVBS-181.05C

MVBF-6-04U

M V B S -2 -0 C

MFBF-204A-09CC

MFBF-196-09CF

MFBF-196-09CC

MFBF-235-09CC

MRL-6-10C

MRL-5-10C

MRL-4-10C

MRL-1-10C

MRL-2-10C

MRL-3-10C

MVBS-185-09

M V

B S -2

-0

MVBS-241-09

463-21-09B

MVBS-256-09

MVBS-262-09

MVBS-264-09

MVBS-263-09

MVBS-270-09

MVBS-272-09

MVBS-271-09

MVBS-278-09

MVBS-279-09

MVBS-286-09

MVBS-287-09

MVBS-248-09

MVBS-249-09

MVBS-252-09

MVBS-253-09

MVBF-251-09U

MVBF-258-09U

MVBS-260-09

MVBS-259-0

MVBF-266-09U

M V B S -2 -0

MVBS-267-09

MVBF-274-09U

MVBS-276-09

MVBF-282-09U

MVBS-283-09

463-2-09B

463-1-09B

463-34-09B

463-28-09B

463-54-09B

463-50-09B

463-47-09B

463-53-09B

463-46-09B

463-3-09B

463-51-09B

463-49-09B

463-4-09B

463-6-09B

463-5-09B

463-32-09B

463-9-09B

463-8-09B

463-7-09B

463-30-09B 463-33-09B463-31-09B

463-29-09B

MVBS-275-04

MVBF-8-O4U

MVBS-251.06C

MVBS-247.06C

MVBS-255-04

MFBF-258-09CC

REQUEST.

2. ADDITIONAL BORINGS OUTSIDE THE WORK AREA ARE AVAILABLE UPON

1. STATIONING IS IN 100 FEET; THE +00 HAS BEEN OMITTED FOR CLARITY.

NOTES:

463-4-10 463-3-10 463-2-10

463-5-10 463-6-10 463-7-10 463-8-10

463-9-10

463-1-10

463-12-10 463-11-10 463-10-10

MVBF-227-09U

MVBS-284-09

MVBS-291-09

MVBS-292-09

MVBF-290-09U

N D

G R O A D

O T A R D

B E

N C

H M

A R

K P

B M L -2 -5 (N

E W E

L E

V .2

W O

O D S

WOODS

PLANTED TREES

WOODS

A A

S P

T A

A A

B-101

B O

G L

A Y

O U

S T

A T

O S

T A

B o ri n g L a y o u t_

S ta

-8

.d g n

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

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E E

W -9

E -1

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X X

K S

B U

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P I

M A

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A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

MVBS-296-09

MVBS-288-09

MVBF-7-04U

463-55-09B

463-52-09B

463-56-09B

463-45-09B

463-48-09B

MVBS-280-05C

MVBS-294-04

MVBF-9-04U

MFBF-204A-09CF

MFBF-204-09CF

W A

R R

U N T

MVBS-184.06C

MVBS-182.05C

RIGHT-OF-WAY DATA

SOUTH BORROW AREA

SEE DRAWING C-105 FOR

W W

WWW

TOE OF LEVEE

ALBERMARLE LAKE

CHOTARD LAKE

0 1000

SCALE 1’ : 5,000’

20001000 500

LEGEND

LOCATION OF BORROW BORINGS

LOCATION OF SEEPAGE BORINGS

LOCATION OF CONE PENETROMETER TEST (CPT)

UNDISTURBED SAMPLES WERE TAKEN

LOCATION OF BORINGS FROM WHICH SOME

BORROW AREA

NORTH

BORROW AREA

MAIN

AREA RIGHT-OF-WAY DATA

SEE DRAWING C-103 FOR NORTH BORROW

BORROW AREA

MAIN

BORROW AREA

SOUTH

SEE DRAWING C-104 FOR MAIN BORROW AREA RIGHT-OF-WAY DATA

LANDSIDE BORROW AREA

TO LANDSIDE BORROW AREA SEE THIS DRAWING

AREA RIGHT-OF-WAY DATA

SEE DRAWING C-106 FOR LANDSIDE BORROW

DATA

AREA HAUL ROAD ACCESS RIGHT-OF-WAY

SEE DRAWING C-106 FOR LANDSIDE BORROW

DATA

AREA HAUL ROAD ACCESS RIGHT-OF-WAY

SEE DRAWING C-106 FOR LANDSIDE BORROW

UPPER END OF ITEM STA. 8305+00

LOWER END OF ITEM STA. 8450+00

TO LANDSIDE BORROW AREA SEE THIS DRAWING

B-201

B o rP ro .d g n

F O

U N

D A

N B

O R

G P

R O

E S

-60

-40

-20

-60

-40

-20

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.A .V .D

E L E

V A

.V .D vSt

S w/ SIS, O

Gr & T

T & Gr

Gr & T

Gr & T lGr & T

DPL W 96.09 1OLL G.S.E.

27 July 09

N 32o 35’ 46.5" - W 91o 00’ 35.3"

MVBF-188-09U

St w/ SIS

M w/ SIS, O w/ G

Gr & T

T & Gr

T & lGr

Gr & T

DPL W 95.99 1OLL G.S.E.

31 Aug 09

N 32o 35’ 38.6" - W 91o 60’ 42.5"

MVBF-196-09U

2 Sep 09

S w/ SS

So w/ SIS

Gr & T

T & lGr

Gr & T

DPL W

93.39 1OLL G.S.E.

N 32o 35’ 39.4" - W 91o 00’ 54.2"

MVBF-204-09U

16 Sep 09

So, w/ SS

M vSt

St, w/ O

M, w/ SS lGr & T

Gr & T lGr & T

DPL W 90.13 1OLL G.S.E.

N 32o 35’ 23.3" - W 91o 01’ 7.6"

MVBF-219-09U

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-202

B o rP ro .d g n

F O

U N

D A

N B

O R

G P

R O

E S

-60

-40

-20

St w/ SIS

Gr & T

T & Gr lGr & T

Gr & T

MVBF-227-09U

PL W

N 32o 35’ 15.5" - W 91o 01’ 14.7"

91.93 1OLL G.S.E.

23 Sep 09 vSt

St w/ SS vSt

M w/ SS, G

G vSt, w/ SS & Mica

Gr & T

T & lGr

Gr & T

T & Gr

Gr & T

T & lGr

MVBF-235-09U

PL W

N 32o 35’ 07.5" - W 91o 01’ 21.8"

91.32 1OLL G.S.E.

25 Sep 09 vSt

Gr & T

MVBF-243-09U

PL W

N 32o 34’ 59.1" - W 91o 01’ 28.4"

91.33 1OLL G.S.E.

29 Sep 09 lGr

MVBF-251-09U

PL W

N 32o 34’ 50.8" - W 91o 01’ 34.4"

90.88 1OLL G.S.E.

1 Oct 09

M w/ slf

St w/ CS

Gr & T

T & lGr lGr & T lGr

St w/ SIS

St w/ SS

S w/ SIS

Gr & T lGr & T lGr

Gr & T lGr

MVBF-258-09U

PL W

N 32o 34’ 44.1" - W 91o 01’ 40.8"

88.09 1OLL G.S.E.

6 Oct 09

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

-60

-40

-20

120 120

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-203

B o rP ro .d g n

F O

U N

D A

N B

O R

G P

R O

E S

-60

-40

-20

-60

-40

-20

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.V .D

E L E

V A

.V .D

M w/ CS

So, w/ SIS

So lGr & T lGr

T & Gr

DPL W 88.04 1OLL G.S.E.

7 Oct 09

MVBF-266-09U

N 32o 34’ 37.2" - W 91o 01’ 48.8" w/ G

M, w/ Mica

S, CS

w/ Wd

M, SIS

T & lGr lGr

DPL W 88.95 1OLL G.S.E.

9 Oct 09

MVBF-274-09U

N 32o 34’ 30.7" - W 91o 01’ 58.1" 16 Oct 09

M, SIS

T & lGr

DPL W 90.22 1OLL G.S.E.

MVBF-282-09U

N 32o 34’ 22.9" - W 91o 02’ 05.9"

20 Oct 09

St, SIS

lGr, T & R

Gr & T

DPL W 102.32 1OLL G.S.E.

MVBF-290-09U

N 32o 34’ 13.9" - W 91o 02’ 11.4"

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-204

B o rP ro .d g n

S E

E P

A G

E B

O R

G P

R O

E S

So, SS

St w/ O

Gr & T

DPL W 90.83 1OLL G.S.E.

1 Sep 09

MVBS-187-09

Gr & T

T & lGr

Gr & T

T & lGr

DPL W 94.26 1OLL G.S.E.

1 Sep 09

MVBS-198-09

3 Sep 09

SIS

SIS, w/ O

Gr & T

T & lGr lGr & T

DPL W 94.76 1OLL G.S.E.

MVBS-202-09

3 Sep 09

S, CS

So, w/ SS

M, w/ O

SS, w/ slf

St, SIS

T & lGr lGr & T

Gr & T

DPL W 94.03 1OLL G.S.E.

MVBS-206-09

1 Sep 09

SIS

w/ O

Gr & T

T & lGr

DPL W 95.47 1OLL G.S.E.

MVBS-210-09

4 Sep 09

SIS

Gr & T lGr & T

T & lGr

Gr & T

DPL W 94.65 1OLL G.S.E.

MVBS-217-09

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

W 91o 00’ 47.4" N 32o 35’ 34.3" -

W 91o 00’ 37.1" N 32o 35’ 35.2" -

W 91o 00’ 22.8" N 32o 35’ 51" -

W 91o 00’ 47.7" N 32o 35’ 36.1" -

W 91o 00’ 51.3" N 32o 35’ 32.8" -

W 91o 00’ 58.5" N 32o 35’ 24.6" -

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-205

B o rP ro .d g n

S E

E P

A G

E B

O R

G P

R O

E S

SIS

St vSt

T & Gr

Gr & T

T & lGr

Gr & T

Gr lGr

Gr & T

DPL

8 Sep 09

W 94.34 1OLL G.S.E.

MVBS-221-09

N 32o 35’ 20.9" - W 91o 01’ 2.1"

8 Sep 09

St, w/ O

Gr & T lGr & T

Gr & T

DPL W 94.38 1OLL G.S.E.

MVBS-225-09

N 32o 35’ 16.9" - W 91o 01’ 0.5"

9 Sep 09

SIS

St vSt

Gr & T lGr & T lGr

Gr & T

DPL W 94.08 1OLL G.S.E.

N 32o 35’ 12.7" - W 91o 01’ 9.2"

MVBS-229-09

10 Sep 09 vSt

St vSt

Gr & T lGr & T

DPL W 94.21 1OLL G.S.E.

MVBS-233-09

N 32o 35’ 8.8" - W 91o 01’ 12.7"

10 Sep 09 vSt

St vSt

Gr & T lGr & T

T & lGr

Gr & T lGr & T

DPL W 94.37 1OLL G.S.E.

MVBS-237-09

N 32o 35’ 5" - W 91o 01’ 16"

11 Sep 09 vSt

St vSt

Gr & T lGr & T

Gr & T

DPL W 93.90 1OLL G.S.E.

MVBS-241-09

N 32o 35’ 1.6" - W 91o 01’ 19.2"

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.G .V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-206

B o rP ro .d g n

S E

E P

A G

E B

O R

G P

R O

E S

Gr & T lGr & T

DPL W 93.90 1OLL G.S.E.

22 Sep 09

MVBS-245-09

N 32o 34’ 57.5" - W 91o 01’ 23.0" vSt

M, SIS

St w/ cc

Gr & T lGr & T

Gr & T

DPL W 93.60 1OLL G.S.E.

22 Sep 09

MVBS-249-09

N 32o 34’ 52.8" - W 91o 01’ 18.9" vSt

St w/ cc

Gr & T lGr & T

Gr & T

DPL W 93.35 1OLL G.S.E.

22 Sep 09

MVBS-253-09

N 32o 34’ 48.8" - W 91o 01’ 28.8"

23 Sep 09

Gr & T

DPL W 93.35 1OLL G.S.E.

MVBS-256-09

N 32o 34’ 44.4" - W 91o 01’ 31.9"

24 Sep 09 vSt

St, w/ Wd

Gr & T lGr & T

Gr & T

DPL W 93.60 1OLL G.S.E.

MVBS-260-09

N 32o 34’ 39.7" - W 91o 01’ 35.6"

23 Sep 09

M, w/ O

Gr & T lGr & T

Gr & T

DPL W 93.72 1OLL G.S.E.

MVBS-284-09

N 32o 34’ 47.9" - W 91o 01’ 28.9"

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-207

B o rP ro .d g n

S E

E P

A G

E B

O R

G P

R O

E S vSt

T & Gr

Gr & T

T & lGr lGr & T

T & lGr

Gr & T

DPL W 94.20 1OLL G.S.E.

24 Sep 09

MVBS-264-09

M vSt

St w/ O

SIS

So, SIS

Gr & T

T & lGr

Gr & T

DPL W 93.20 1OLL G.S.E.

25 Sep 09

MVBS-268-09

28 Sep 09 vSt

Gr & T

DPL W 94.20 1OLL G.S.E.

MVBS-272-09

29 Sep 09

St, w/ G

M, w/ O

Gr & T

T & Gr

Gr & T

DPL W 93.20 1OLL G.S.E.

MVBS-276-09

St, SIS

M, SS

Gr & T

DPL W 89.69 1OLL G.S.E.

MVBS-262-09

14 Oct 09

St, SIS

M, SS

T & lGr

DPL W 89.81 1OLL G.S.E.

MVBS-270-09

13 Oct 09

W 91o 02’ 08.8" N 32o 34’ 20.6" -

W 91o 01’ 40.5" N 32o 34’ 35.7" -

W 91o 01’ 43.6" N 32o 34’ 32.5" -

W 91o 01’ 53.0" N 32o 34’ 33.8" -

W 91o 01’ 49.1" N 32o 34’ 29.2" -

W 91o 01’ 53.0" N 32o 34’ 26.7" -

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

B-208

B o rP ro .d g n

S E

E P

A G

E B

O R

G P

R O

E S

SIS

Gr & T

DPL W 90.20 1OLL G.S.E.

MVBS-288-09

N 32o 34’ 15.9" - W 91o 02’ 5.1"

29 Sep 09

St w/ Wd

SIS

Gr & T

DPL W 90.60 1OLL G.S.E.

MVBS-292-09

N 32o 34’ 12.5" - W 91o 02’ 8.7"

30 Sep 09 30 Sep 09

T & Gr

Gr & T

T & Gr

Gr & T

DPL W 90.00 1OLL G.S.E.

MVBS-296-09

N 32o 34’ 8.7" - W 91o 02’ 12.4"

St, SS

T & lGr

Gr lGr

DPL W 86.35 1OLL G.S.E.

MVBS-278-09

N 32o 34’ 27.0" - W 91o 02’ 01.8"

15 Oct 09

St, SIS vSt

SIS

St, SIS w/ O

Gr & T

DPL W 90.51 1OLL G.S.E.

MVBS-286-09

N 32o 34’ 20.8" - W 91o 02’ 08.8"

19 Oct 09

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-209

S E

E P

A G

E B

O R

G P

R O

E S

B o rP ro .d g n vSt

S w/ O

M, SS

w/ Wd

St lGr & T

T & lGr lGr & T lGr lGr & T

Gr & T

DPL W 91.11 1OLL G.S.E.

3 Sep 09

MVBS-183-09

N 32o 35’ 52.5" - W 91o 00’ 25.2"

M, w/ O

Gr & T

Gr lGr & T

Gr & T

DPL W 94.00 1OLL G.S.E.

31 Aug 09

MVBS-185-09

N 32o 35’ 46.2" - W 91o 00’ 31.1"

31 Aug 09

Gr & T

DPL W 94.57 1OLL G.S.E.

MVBS-189-09

N 32o 35’ 42" - W 91o 00’ 34.8"

28 Aug 09

M, SIS

w/ O w/ Wd

Gr & T

DPL W 94.44 1OLL G.S.E.

MVBS-193-09

N 32o 35’ 37.7" - W 91o 00’ 38.7"

27 Aug 09

M, w/ O

St w/ Wd

Gr & T

DPL W 95.80 1OLL G.S.E.

N 32o 35’ 36.6" - W 91o 00’ 46.4"

MVBS-201-09

4 Sep 09

M, w/ Wd w/ O

Gr & T

DPL W 94.11 1OLL G.S.E.

MVBS-205-09

N 32o 35’ 37.3" - W 91o 00’ 49.5"

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-210

B o rP ro .d g n

S E

E P

A G

E B

O R

G P

R O

E S

M w/ O

Gr & T

DPL W 95.72 1OLL G.S.E.

3 Sep 09

MVBS-209-09

N 32o 35’ 33.6" - W 91o 00’ 53.1"

SIS

Gr & T

T & lGr

Gr & T

T & Gr

Gr lGr

DPL W 96.01 1OLL G.S.E.

8 Sep 09

MVBS-213-09

N 32o 35’ 29.7" - W 91o 00’ 56.7"

9 Sep 09 vSt

T & Gr

Gr & T

Gr lGr & T

DPL W 94.73 1OLL G.S.E.

MVBS-220-09

N 32o 35’ 21.9" - W 91o 01’ 3.9"

9 Sep 09

S, CS

Gr & T lGr & T

T & lGr lGr & T lGr lGr & T

DPL W 94.64 1OLL G.S.E.

MVBS-224-09

N 32o 39’ 18" - W 91o 01’ 7.5"

10 Sep 09

St lGr & T

T & lGr lGr & T

Gr lGr & T

DPL W 94.34 1OLL G.S.E.

MVBS-228-09

N 32o 35’ 14" - W 91o 01’ 11"

10 Sep 09 vSt

St vSt

Gr & T lGr & T

DPL W 94.62 1OLL G.S.E.

MVBS-232-09

N 32o 35’ 10.1" - W 91o 01’ 14.6"

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-211

B o rP ro .d g n

S E

E P

A G

E B

O R

G P

R O

E S

Gr & T lGr & T

Gr & T

DPL W 95.94 1OLL

G.S.E.

15 Sep 09

MVBS-240-09

N 32o 35’ 2.4" - W 91o 81’ 21.5"

T & Gr

Gr & T lGr & T

Gr & T

Gr & T lGr & T

Gr & T

DPL W 94.73 1OLL G.S.E.

vSt

16 Sep 09

MVBS-244-09

N 32o 34’ 58.2" - W 91o 01’ 24.6"

17 Sep 09 vSt

M w/ slf, O

Gr & T lGr & T

Gr & T

DPL W 94.01 1OLL G.S.E.

MVBS-248-09

N 32o 34’ 54" - W 91o 01’ 27.7"

18 Sep 09

PL W 93.90 1OLL G.S.E.

vSt

So, SS, w/ slf

Gr & T lGr & T

Gr & T

N 32o 34’ 49.8" - W 91o 01’ 30.7"

MVBS-252-09

22 Sep 09

M, SIS

Gr & T

DPL W 93.63 1OLL G.S.E.

MVBS-259-09

N 32o 34’ 41.9" - W 91o 01’ 37.4"

22 Sep 09

St, w/ Wd

T & Gr

Gr & T

DPL W 92.85 1OLL G.S.E.

MVBS-263-09

N 32o 34’ 37.7" - W 91o 01’ 41.5"

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-212

B o rP ro .d g n

S E

E P

A G

E B

O R

G P

R O

E S

S, CS

Gr & T

DPL W 93.75 1OLL G.S.E.

23 Sep 09

MVBS-267-09

N 32o 34’ 34.6" - W 91o 01’ 46.6"

SIS

So, SS

SIS

Gr & T

DPL W 94.39 1OLL G.S.E.

23 Sep 09

MVBS-271-09

N 32o 34’ 31.3" - W 91o 01’ 50.7"

23 Sep 09 vSt

S, CS

SIS

Gr & T

Gr lGr

DPL W 97.80 1OLL G.S.E.

MVBS-279-09

N 32o 34’ 24.9" - W 91o 01’ 59.4"

24 Sep 09

St w/ Wd

Gr & T

DPL W 94.08 1OLL G.S.E.

MVBS-283-09

N 32o 34’ 21.2" - W 91o 02’ 03.2"

28 Sep 09 vSt

S, CS

Gr & T

T & Gr

DPL W 91.36 1OLL G.S.E.

MVBS-287-09

N 32o 34’ 17.8" - W 91o 02’ 6.6"

29 Sep 09 vSt

SIS

Gr & T

DPL W 92.21 1OLL G.S.E.

MVBS-291-09

N 32o 34’ 13.7" - W 91o 02’ 10.7"

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-213

S E

E P

A G

E B

O R

G P

R O

E S

F O

U N

D A

N A

B o rP ro .d g n

-40

-20

71 21

0.165

0.086

0.162

0.126

0.100

0.179

0.110

0.250

0.243

0.268

SIS,ST

SIS,M,SL

F,M,TR,G

F,M

07-21-2004

LONG. 910105.2

FIELD BOOK NO. 8046

MVBF-7-04U

LAT. 323526

LL WD G.S.E.PL

0.095

SIS,ST

SIS,ST,SL

SIS,M

SIS,M,SL

SIS,M,SL,CC

SIS,ST,SL

SIS,ST

07-21-2004

LONG. 910138.9

FIELD BOOK NO. 8046

MVBF-8-04U

LAT. 323445.8

LL WD G.S.E.PL

0.071

0.114

0.174

0.137

0.156

0.112

0.093

0.240

0.180

M,RT,VEG

SIS,M

M,F

F,M

M,F

F,M

GR&BR

07-21-2004

LONG. 910219.4

FIELD BOOK NO. 8046

MVBF-9-04U

LAT. 323410.2

LL WD G.S.E.PL

VST,RT,VEG

SIS,ST,RT

SIS,M,SL

SIS,M

09-30-2004

LONG. 910043

FIELD BOOK NO. 8051

MVBS-197-04

LAT. 323535.2

LL WD G.S.E.PL

VST,RT,VEG

SIS,ST

SIS,M,RT

SIS,M

GR&BR

09-23-2004

LONG. 910102.5

FIELD BOOK NO. 8051

MVBS-216-04

LAT. 323524.7

LL WD G.S.E.PL

H,RT,VEG

SIS,ST,SL

SIS,ST

SIS,M,OX

SIS,ST,SL,RT,WD

SIS,ST,OX

SIS,ST,SL,OX

SIS,M

SIS,VST,CC

SIS,VST,SL

09-30-2004

LONG. 910120

FIELD BOOK NO. 8051

MVBS-236-04

LAT. 323505.6

LL WD G.S.E.PL

VST,RT,VEG

SIS,ST,SL,RT

SIS,ST,SL

SIS,ST,SL,RT

SIS,ST,SL,OX

SIS,M,SL,OX

SIS,ST,SL,OX

BR&GR

09-23-2004

LONG. 910135.4

FIELD BOOK NO. 8051

MVBS-255-04

LAT. 323444.1

LL WD G.S.E.PL

H,RT,VEG

SIS,SO

SIS,M

SIS,M,WD,LG

SIS,M,SLF,OX

SIS,M

SIS,M,SS

BR&GR

GR&BR

09-29-2004

LONG. 910157.1

FIELD BOOK NO. 8051

MVBS-275-04

LAT. 323426.8

LL WD G.S.E.PL

SIS,M,SL

SIS,ST

09-23-2004

LONG. 910216.2

FIELD BOOK NO. 8051

MVBS-294-04

LAT. 323408.6

LL WD G.S.E.PL

-50

-30

-10

0.120

0.114

ST,VEG

SIS,M

SIS,M,SL

SIS,VST,SL

SIS,ST

SIS,M

SIS,ST

07-27-2004

LONG. 910028.7

FIELD BOOK NO. 8046

MVBF-6-04U

LAT. 323553.1

LL WD G.S.E.PL 92.231

95.456

92.256

99.957

98.013

88.759

93.887

97.662

94.481

87.527

-40

-20

-50

-30

-10

UNDISTURBED SAMPLES WERE TAKEN WITH A 5 INCH VACCUM TUBE.

GENERAL SAMPLES WERE TAKEN WITH A 2.5 INCH DRIVE TUBE.

NOTE: BORINGS MADE BY ROTARY DRILLING METHOD WITH MUD.

E L E

V A

E T

N .G .V .D

E L E

V A

E T

N .G .V .D

-60-60

J D

M B

S C

J D

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-214

B o rP ro .d g n

B O

R R

O W B

O R

G P

R O

E S

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

Gr & T

DPL W 94.70 1OLL G.S.E.

463-1-09B

N 32o 34’ 40.0" - W 91o 01’ 56.6"

8 Sep 09 vSt

Gr & T

T & lGr

Gr & T

DPL W 96.39

8 Sep 09

1OLL G.S.E.

463-2-09B

N 32o 34’ 42.0" - W 91o 01’ 54.0" vSt

Gr & T

T & lGr lGr & T

Gr & T

T & lGr

Gr & T

DPL W 96.70 1OLL G.S.E.

8 Sep 09

463-3-09B

N 32o 34’ 44.0" - W 91o 01’ 51.4"

9/9/2009

8 Sep 09 vSt

T & Gr

Gr & T

DPL W 94.81 1OLL G.S.E.

463-54-09B

N 32o 34’ 37.9" - W 91o 01’ 59.3" vSt

St, SIS

SIS

Gr & T

T & Gr

Gr & T

DPL W 96.19 1OLL G.S.E.

9 Sep 09

463-4-09B

N 32o 34’ 46.1" - W 91o 01’ 48.9" vSt

Gr & T

DPL W 95.51 1OLL G.S.E.

463-5-09B

N 32o 34’ 48.1" - W 91o 01’ 46.3"

9 Sep 099 Sep 09 vSt

St vSt

M, SIS

Gr & T

DPL W 95.96 1OLL G.S.E.

463-6-09B

N 32o 34’ 50.6" - W 91o 01’ 44.3"

9 Sep 09

Gr & T

DPL W 95.32 1OLL G.S.E.

463-7-09B

N 32o 34’ 53.2" - W 91o 01’ 42.5"

BY BURNS COOLEY DENNIS, INC.

NOTE: SOIL BORINGS AND ASSOCIATED

B-215

B o rP ro .d g n

B O

R R

O W B

O R

G P

R O

E S

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0 vSt

Gr & T

T & lGr lGr & T

DPL W 97.16 1O

11 Sep 09

LL G.S.E.

463-10-09B

N 32o 34’ 59.7" - W 91o 01’ 35.5"

11 Sep 09 vSt

Gr & T lGr & T

T & lGr

DPL W 96.17 1OLL G.S.E.

463-11-09B

N 32o 35’ 02.2" - W 91o 01’ 33.5"

11 Sep 09 vSt

Gr & T

Gr lGr & T

DPL W 95.90 1OLL G.S.E.

463-12-09B

N 32o 35’ 04.7" - W 91o 01’ 31.5"

10 Sep 09 vSt

Gr & T lGr & T

T & lGr

DPL W 95.99 1OLL G.S.E.

463-13-09B

N 32o 35’ 07.2" - W 91o 01’ 29.7"

9/11/2009

9 Sep 09 vSt

SIS

Gr & T

DPL W 95.39 1OLL G.S.E.

463-8-09B

N 32o 34’ 54.9" - W 91o 01’ 39.5"

9/10/2009

9 Sep 09 vSt

Gr & T

DPL W 95.95 1OLL G.S.E.

463-9-09B

N 32o 34’ 57.3" - W 91o 01’ 37.4" vSt

M, SIS

Gr & T

DPL W 96.45 1OLL G.S.E.

10 Sep 09

463-14-09B

N 32o 35’ 09.8" - W 91o 01’ 27.9"

So, SIS

Gr & T

DPL W 96.01 1OLL G.S.E.

10 Sep 09

463-15-09B

N 32o 35’ 12.2" - W 91o 01’ 25.8"

11 Sep 09 vSt

Gr & T lGr & T

Gr & T

T & lGr lGr & T

DPL W 94.39 1OLL G.S.E.

463-16-09B

N 32o 35’ 14.6" - W 91o 01’ 23.7"

11 Sep 09 vSt

Gr & T

Gr lGr & T

T & lGr lGr & T

DPL W 97.16 1OLL G.S.E.

N 32o 35’ 17.0" - W 91o 01’ 21.7"

463-17-09B

10 Sep 09

T & lGr lGr & T

Gr & T

DPL W 89.99 1OLL G.S.E.

N 32o 35’ 19.5" - W 91o 01’ 19.8"

463-18-09B

9/11/2009

11 Sep 09

M, SIS

T & lGr lGr & T

DPL W 92.82 1OLL G.S.E.

463-19-09B

N 32o 35’ 22.0" - W 91o 01’ 17.7"

So, SIS

Gr & T

DPL W 80.65 1OLL G.S.E.

15 Sep 09

463-20-09B

N 32o 35’ 38.7" - W 91o 01’ 06.4"

9/16/2009

Gr & T

T & Gr

Gr & T

DPL W 76.16 1OLL G.S.E.

15 Sep 09

463-21-09B

N 32o 35’ 41.0" - W 91o 01’ 04.1"

Gr & T

DPL W 71.67 1OLL G.S.E.

463-22-09B

N 32o 35’ 43.3" - W 91o 01’ 01.8"

15 Sep 09

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

B-216

B o rP ro .d g n

B O

R R

O W B

O R

G P

R O

E S

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

So, w/ O

M lGr

T & lGr

Gr & T

DPL W 91.23 1OLL G.S.E.

15 Sep 09

N 32o 35’ 36.8" - W 91o 01’ 03.6"

9/16/2009

Gr & T

DPL W 90.30 1OLL G.S.E.

N 32o 35’ 39.1" - W 91o 01’ 01.3"

15 Sep 09

SIS

Gr & T

T & Gr lGr & T

T & lGr

Gr & T

DPL W 82.77 1OLL G.S.E.

463-26-09B

N 32o 35’ 41.4" - W 91o 00’ 59.1"

15 Sep 09

Gr & T

T & lGr

Gr & T

T & Gr

DPL W 79.54 1OLL G.S.E.

463-27-09B

N 32o 35’ 43.7" - W 91o 00’ 56.8"

463-24-09B 463-25-09B

B-217

B o rP ro .d g n

B O

R R

O W B

O R

G P

R O

E S

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

St vSt

Gr & T

DPL W 97.56 1OLL G.S.E.

8 Sep 09

N 32o 34’ 48.2" - W 91o 01’ 51.3"

Gr & T

DPL W 97.32 1OLL G.S.E.

9 Sep 09

N 32o 34’ 50.2" - W 91o 01’ 48.9"

9 Sep 09

St vSt

T & Gr

Gr & T

T & Gr

DPL W 96.86 1OLL G.S.E.

463-31-09B

N 32o 34’ 52.3" - W 91o 01’ 46.6"

9/10/2009

9 Sep 09 vSt

St vSt

SIS

Gr & T

DPL W 95.73 1OLL G.S.E.

463-32-09B

N 32o 34’ 54.4" - W 91o 01’ 44.2"

463-29-09B463-30-09B

St vSt

Gr & T

DPL W 97.06 1OLL G.S.E.

9 Sep 09

463-33-09B

N 32o 34’ 56.9" - W 91o 01’ 42.1" vSt

Gr & T

T & lGr lGr & T

DPL W 96.67 1OLL G.S.E.

10 Sep 09

463-34-09B

N 32o 34’ 59.3" - W 91o 01’ 40.0"

10 Sep 09

St, w/ Wd St

T & Gr

Gr & T

DPL W 97.58 1OLL G.S.E.

463-35-09B

N 32o 35’ 01.8" - W 91o 01’ 38.1" 10 Sep 09

St vSt

T & Gr

T & lGr

Gr & T lGr & T

Gr & T

DPL W 99.01 1OLL G.S.E.

N 32o 35’ 04.2" - W 91o 01’ 36.1"

9/11/2009

10 Sep 09

St vSt

M, SIS

Gr & T lGr & T

T & lGr lGr & T

DPL W 98.38 1OLL G.S.E.

N 32o 35’ 06.7" - W 91o 01’ 34.1"

10 Sep 09

St vSt

Gr & T lGr & T

Gr & T lGr & T lGr & T lGr & T

T & lGr

DPL W 97.48 1OLL G.S.E.

N 32o 35’ 09.3" - W 91o 01’ 32.3"

463-36-09B 463-37-09B463-38-09B

BY BURNS COOLEY DENNIS, INC.

NOTE: SOIL BORINGS AND ASSOCIATED

vSt

T & Gr

Gr & T

T & lGr

T & Gr

Gr & T

DPL W 95.75 1OLL G.S.E.

14 Sep 09

463-45-09B

N 32o 34’ 29.1" - W 91o 02’ 12.8"

9/15/2009

St, SIS

Gr & T

T & lGr

Gr & T

DPL W 98.82 1OLL G.S.E.

14 Sep 09

463-46-09B

N 32o 34’ 31.3" - W 91o 02’ 10.2"

14 Sep 09

St, SIS

M, SIS

Gr & T

Gr & T lGr & T

T & lGr

DPL W 98.95 1OLL G.S.E.

463-47-09B

N 32o 34’ 33.3" - W 91o 02’ 07.8"

B-218

B o rP ro .d g n

B O

R R

O W B

O R

G P

R O

E S

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0 vSt

Gr & T lGr & T

T & lGr lGr & T

DPL W 99.25 1OLL G.S.E.

10 Sep 09

463-39-09B

N 32o 35’ 11.8" - W 91o 01’ 30.5"

St, SIS vSt

Gr & T

T & lGr lGr & T

DPL W 97.66 1OLL G.S.E.

10 Sep 09

463-40-09B

N 32o 35’ 14.2" - W 91o 01’ 28.4"

10 Sep 09

St vSt

T & lGr

Gr & T

T & lGr

Gr & T

DPL W 97.82 1OLL G.S.E.

463-41-09B

N 32o 35’ 16.6" - W 91o 01’ 26.3"

9/11/2009

11 Sep 09

M St, SIS

Gr & T

T & lGr lGr & T

DPL W 98.03 1OLL G.S.E.

463-42-09B

N 32o 35’ 19.0" - W 91o 01’ 24.3"

11 Sep 09

M St

Gr & T

T & lGr

T & lGr lGr & T

DPL W 98.16 1OLL G.S.E.

463-43-09B

N 32o 35’ 21.5" - W 91o 01’ 22.3"

11 Sep 09 vSt

T & Gr

Gr & T

DPL W 98.81 1OLL G.S.E.

463-44-09B

N 32o 35’ 24.0" - W 91o 01’ 20.3"

B-219

B o rP ro .d g n

B O

R R

O W B

O R

G P

R O

E S

E L E

V A

.V .D

E L E

V A

.V .D

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

St vSt

T & lGr

Gr & T lGr & T

Gr & T

T & lGr lGr & T

DPL W 97.86 1OLL G.S.E.

8 Sep 09

463-28-09B

N 32o 34’ 46.2" - W 91o 01’ 53.9"

9/9/2009

8 Sep 09

Gr & T

DPL W 96.85 1OLL G.S.E.

463-48-09B

N 32o 34’ 37.2" - W 91o 02’ 02.7"

8 Sep 09

Gr & T

T & Gr

Gr & T

DPL W 98.24 1OLL G.S.E.

463-49-09B

N 32o 34’ 42.1" - W 91o 01’ 59.1"

S vSt

Gr & T

Gr & T lGr & T

DPL W 98.15 1OLL G.S.E.

463-50-09B

N 32o 34’ 44.1" - W 91o 01’ 56.5"

8 Sep 09

T & lGr lGr & T

T & lGr

Gr & T

DPL W 86.58 1OLL G.S.E.

14 Sep 09

463-51-09B

N 32o 34’ 27.7" - W 91o 02’ 10.4"

T & Gr

T & lGr

Gr & T

DPL W 98.97 1OLL G.S.E.

17 Sep 09

463-52-09B

N 32o 34’ 30.0" - W 91o 02’ 08.0"

1OLL G.S.E.

463-53-09B

N 32o 34’ 31.3" - W 91o 02’ 05.2"

9/15/2009

14 Sep 09

T & lGr

DPL W 92.26

Gr & T

DPL W 87.01 1OLL G.S.E.

463-56-09B

N 32o 34’ 45.8" - W 91o 01’ 44.2"

9 Sep 09 vSt

Gr & T

T & Gr

Gr & T

DPL W 90.95

463-55-09B

1OLL G.S.E.

N 32o 34’ 44.0" - W 91o 01’ 46.3"

9 Sep 09

B-220

B O

R R

O W B

O R

G P

R O

E S

B o rP ro .d g n

E L E

V A

.V .D

E L E

V A

.V .D

E W vSt vSt

Gr & T lGr

Gr & T

DPL W 90.46 1OLL G.S.E.

463-1-10

11 Nov 10

39 22 vSt

M, SIS

Gr & T

T & Gr

Gr & T

DPL W 88.82 1OLL G.S.E.

463-2-10

11/12/2010

11 Nov 10

11 Nov 10 vSt vSt vSt w/ SIS

St w/ SIS

T & Gr

Gr & T

DPL W 92.13 1OLL G.S.E.

463-3-10 vSt

T & Gr

Gr & T

DPL W 92.31 1OLL G.S.E.

463-4-10

11 Nov 10

11/11/2010 vSt vSt

T & lGr lGr & T

DPL W 94.42 1OLL G.S.E.

463-5-10 vSt vSt, w/ CS vSt, w/ SIS

M lGr & T

T & lGr lGr & T lGr

DPL W 89.85 1OLL G.S.E.

463-6-10

11 Nov 10

N 32o 34’ 16.6" - W 91o 01’ 6.8"

N 32o 34’ 14.3" - W 91o 01’ 8.9"

N 32o 34’ 12.1" - W 91o 01’ 11.0" N 32o 34’ 10.1" - W 91o 01’ 12.9"

N 32o 34’ 8.0" - W 91o 01’ 9.7"

N 32o 34’ 10.0" - W 91o 01’ 7.8"

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

BY BURNS COOLEY DENNIS, INC.

NOTE: SOIL BORINGS AND ASSOCIATED

B-221

R R

O W B

O R

G P

R O

E S

B o rP ro .d g n

L E

V A

.V .D

E L E

V A

.V .D

E W vSt

Gr & T lGr lGr & T

DPL W 92.24 1OLL G.S.E.

463-10-10

10 Nov 10

11/11/2010

10 Nov 10

St vSt vSt vSt

St, w/ SIS

T & lGr lGr & T

DPL W 94.31 1OLL G.S.E.

463-11-10 vSt

T & lGr lGr & T

T & lGr

DPL W 95.03 1OLL G.S.E.

463-12-10

10 Nov 10

St vSt vSt vSt

T & Gr

T & lGr lGr & T

Gr & T

DPL W 93.31 1OLL G.S.E.

463-7-10

11 Nov 10 w/ SIS vSt

T & lGr lGr & T

Gr & T

DPL W 90.80 1OLL G.S.E.

463-8-10

11 Nov 10

10 Nov 10 vSt

St w/ CS

Gr & T

T & lGr

Gr & T

DPL W 91.12 1OLL G.S.E.

463-9-10

N 32o 34’ 12.2" - W 91o 01’ 5.8"

N 32o 34’ 14.5" - W 91o 01’ 3.6" N 32o 34’ 12.5" - W 91o 01’ 0.6"

N 32o 34’ 10.3" - W 91o 01’ 2.7"

N 32o 34’ 8.0" - W 91o 01’ 4.8"

N 32o 34’ 6.1" - W 91o 01’ 6.6"

BY BURNS COOLEY DENNIS, INC.

DRAWINGS WERE PERFORMED AND PREPARED

NOTE: SOIL BORINGS AND ASSOCIATED

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

P I

E R L

E V

E E

W -9

E -1

-C -X

X X

K S

B U

R G

P I

M A

G N

A V

T A B

R U

N S

P I

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

-L

K S

B U

R G D

T R

T S

O L

A T

N N

S U

B M

T E

D B

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

J D

A U

G U

S T

S E

P T

E M

B E

W -9

E -1

-B -0

B-222

C P

T .d g n

N O

N E

C O

N E P

E N

E T

R O

M E

T E

R T

E S

T S

REFERENCED TO N.G.V.D. 29.

ELEVATIONS SHOWN ARE

NOTE:

J D

M B

S C

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

M -1

-9

E A

S T B

A N

K M

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