BP12 Ph1 - As Advertised.pdf

PDF 31 MB Posted Jul 8, 2021

Attached to: EAST ST LOUIS BP12 PHASE 1 RELIEF WELL
Solicitation number: W912P921B0006-SOLICITATION
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal solicitation for construction services. The U.S. Army Corps of Engineers Engineering District St Louis is seeking bids for the East Saint Louis Flood Protection Project Bid Package 12 Phase 1 relief well work. Bids are due by the date specified in the BP12 Ph1 - As Advertised.pdf file. The solicitation seeks construction of a relief well as part of flood protection efforts in East Saint Louis, Illinois. The selected contractor will be awarded a firm fixed-price contract performing dewatering and excavation work related to flood infrastructure construction.

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ESTL BP 12 PH1_Bid Abstract for Apparent Low Bidder.pdf	PDF	Aug 9, 2021
A21 Amendment 2.pdf	PDF	Aug 4, 2021
A21 Amendment 2.pdf	PDF	Aug 4, 2021
A21 Revised Drawing B-501.pdf	PDF	Aug 4, 2021
A21 Amendment 2_Spec Change_Sec 01_22_00.00_10.pdf	PDF	Aug 4, 2021
A21 Amendment 1.pdf	PDF	Aug 4, 2021
A21 Site Visit Sheet.JPG	JPG image	Aug 4, 2021
A21 Solicitation_Released.pdf	PDF	Jul 8, 2021
BP12Ph1 Adv specs.pdf	PDF	Jul 8, 2021

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

2021/02/16

2021/02/16 of Engineers

US Army Corps

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ST. CLAIR COUNTY, IL

MISSISSIPPI RIVER

ESTL, IL FLOOD PROTECTION PROJECT OR MESD

BID PACKAGE 12 PHASE 1

ST. LOUIS DISTRICT

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VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

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St vSt

< 250

250-500

500-1000

1000-2000

2000-4000

> 4000

SYMBOLCONSISTENCY

CONSISTENCY

FOR COHESIVE SOILS

COHESION IN LBS./SQ.FT. FROM

SYMBOLS TO LEFT OF BORING

Denotes location of sample subjected to consolidation test and each

Pressure Test Results

Shown as 5 gals/min at 50 psi 5-50

UNCONFINED COMPRESSION TEST

Results of these tests are available for inspection in the U.S. Army Engineer District of the above three types of shear tests

Office, if these symbols appear beside the boring logs on the drawings.

Are natural water content in percent dry weight (FW denotes Free Water) ASTM D 2216

Denotes location of consolidation-undrained triaxial compression test

Denotes location of consolidation test

Denotes location of consolidation-drained direct shear test

Denotes location of unconsolidation-undrained triaxial compression test

Are liquid and plastic limits, respectively - ASTM D 4318

Groundwater surface and date observed

EM 1110-2-1906

Engineering and Design, Laboratory

Soils Testing, 30 November 1970

Revised 20 August 1986

American Society for Testing and Materials (ASTM) Standards

ASTM D 2487 Classification of Soils for Engineering Purposes.

ASTM D 1586 Method for Penetration Test and Split-Barrel Sampling of Soils.

ASTM C 136 Method for Sieve Analysis of Fine and Coarse Aggregates.

ASTM D 2166 Test Methods for Unconfined Compressive Strength of Cohesive Soil.

ASTM D 2488 Description and Indentification of Soils (Visual-Manual Procedure).

ASTM D 4318 Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.

Denotes proposed channel grade

Rock, and Soil-Aggregate Mixtures.

ASTM D 2216 Method for Laboratory Determination of Water (Moisture) Content of Soil, WB- WING BIT

VST-VACCUM SHELBY TUBE (5")

SSS-STANDARD SPLIT SPOON

RB- ROLLER BIT

HSP-HAND SAMPLE PROBE

HSA-HOLLOW STEM AUGER

HDA-HAND AUGER

CPT-CONE PENETROMETER

BKH-BACKHOE

AUG-AUGER

DRILLING AND SAMPLING EQUIPMENT

TAN

YELLOW

RED

BLACK

GRAY

LIGHT GRAY

MOTTLED

WHITE

BLUE-GREEN

BLUE

GREEN

GRAYISH-GREEN

GREENISH-GRAY

GRAYISH-BROWN

BROWNISH-GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

Gr lGr dGr

Br lBr dBr

Mot

A Angle Core Boring

Bag Samples-Soil-Borings

Core Boring

Observation Boring

Piezometer

LETTER

SYMBOL

DESCRIPTION

MODIFICATION SYMBOL

MODIFICATIONS

Traces

Medium

Fine

Coarse

Rootlets

Lignite fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Sandy

Gravelly

Boulders

Slickensides

Wood

Oxidized

SIS

slf sds shs lg rt cc

Tr-

Sand strata or lenses

Silt strata or lenses

B.Ca.

vFVery Fine

Began use of casing

B.D.M.

NX Core

Began use of drilling mud

Decomposed Limonite

Concretions

Beginning of

Specified Core Size

Shale fragments

COLOR SYMBOL

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

Where underlined with a dashed line denotes laboratory permeability in centimeters

COLORS

DLC

SYMBOLS TO RIGHT OF BORING

U-LINE :PI=0.9(LL-8)

A-LINE :PI=0.73(LL-20)

80 1000

For classification of fine-grained soils

CL-ML

N E

"A " L

Ground Surface Elev. G.S.E.

L.L. - LIQUID LIMIT

P .I P

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Y I

N D

E X

BRG

GYB

GNG

Gyg

BLG

REDDISH RD

Where underlined with a solid line denotes laboratory permeability in centimeters sample obtained.

Reference: ASTM D 2487, Figure 3 per second of undisturbed sample.

per second of sample remolded to the estimated natural void ratio.

GENERAL NOTES :

Calc. Concretions

In parenthesis and not underlined are driving resistance in blows per foot determined split spoon sampler and 350 lb. driving hammer with an 18 " drop.

Water Surface Elev. W.S.E.

When underlined denotes D size in mm - ASTM C 136

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

is finer, and 90% coarser than size D - ASTM C 136.

The D size of a soil is the grain diameter in millimeters of which 10% of the soil

Denotes classification determined by process of drilling, no representativeA

"DIFFERING SITE CONDITIONS."

CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE CONTRACT CLAUSE ENTITLED

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

WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS

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

FIGURES TO RIGHT OF BORING

LEFT OPEN.

LOGS WITH SEASONAL WEATHER CHANGES AND DEPENDING ON THE LENGTH OF TIME THE BORE HOLE IS

VERTICAL REACHES OF SUCH BORINGS. GROUNDWATER ELEVATION CAN VARY FROM THAT SHOWN ON THE

NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE

BORINGS INDICATES THAT NO GROUNDWATER DATA ARE AVAILABLE FROM THE BORING BUT DOES NOT

ENCOUNTERED IN SUCH BORINGS ON THE DATE SHOWN. ABSENCE OF WATER SURFACE DATA ON CERTAIN

GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SURFACE

SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.

EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE BORING WHERE

CONSISTENCY OF COHESIVE SOIL SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND VISUAL

Undisturbed Sample-Soil-Boring

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

SHELLS

CLEAN

GRAVEL

WITH FINES

SAND

CLEAN

WITH FINES

SANDS

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SILT AND

CLAYS

SILT AND

CLAYS

E -G

R A

E D S

HIGHLY ORGANIC SOILS

WOOD

SHELLS

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

(Little or No fines)

(Appreciable Amount of Fines)

(Little or No fines)

(Appreciable Amount of Fines)

MAJOR DIVISION TYPE

LETTER

SYMBOL BOL

SYM

TYPICAL NAMES

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

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 M o re t h a n h a lf o f c o a rs e f ra c ti o n i s la rg e r th a n N o s ie v e s iz e

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

(Liquid Limit > 50)

(Liquid Limit < 50)

UNIFIED SOIL CLASSIFICATION ASTM D 2487

DESCRIPTIVE SYMBOLS

CLASSIFICATION AND

DESCRIPTION OF ROCK

CON

SAN

GRA

CLA

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CEM

COA

LIM

DOL

CHA

GRN

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GROUP ROCK CLASSIFICATION

SYMBOL

LETTER SYM

BOL

CONGLOMERATE

SANDSTONE

GRAYWACKE

CLAYSTONE OR SILTSTONE

COMPACTION SHALE

CEMENTED SHALE

COAL

LIMESTONE

DOLOMITE

CHALK (OR MARL)

CHERT

CAVITY

GRANITE

PLASTICITY CHART

BORING SUFFIX

" I.D., 2 " O.D.) and a 140 lb. driving hammer with a 8 3with a standard split spoon sampler (1

" I.D., 3 " O.D. 2 130 '' drop - ASTM D 1586. In parenthesis and underlined are for a 2

APPLICABLE PUBLICATIONS

U.S. Army Engineer Manual (EM)

2020/08/26

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B-105

B-106 B-107 B-108

B-109

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2020/01/13

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MESD LEVEE CENTERLINE

16-MESD-1372

16-MESD-1373

16-MESD-1374

16-MESD-1375

16-MESD-1376

16-MESD-1377

16-MESD-1378

16-MESD-1379

16-MESD-1380

16-MESD-1381

16-MESD-1382

16-MESD-1383

16-MESD-1384

16-MESD-1371

T L

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

SCALE: 1" = 50'

C H

W H

E E

L E

R P .E

B-108

C K

M A

N N

B O

G L

O C

A T

N P

L A

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

0 1

MESD LEVEE CENTERLINE

16-MESD-1431

16-MESD-1432

T L

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

SCALE: 1" = 50'

C H

W H

E E

L E

R P .E

B-109

C K

M A

N N

B O

G L

O C

A T

N P

L A

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

MESD LEVEE CENTERLINE

16-MESD-1433 16-MESD-1434

16-MESD-1435

16-MESD-1436

16-MESD-1437

16-MESD-1438

16-MESD-1439

16-MESD-1440

T L

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

SCALE: 1" = 50'

C H

W H

E E

L E

R P .E

B-110

C K

M A

N N

B O

G L

O C

A T

N P

L A

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

16-MESD-1441

16-MESD-1442

MESD LEVEE CENTERLINE

T L

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

SCALE: 1" = 50'

C H

W H

E E

L E

R P .E

B-111

C K

M A

N N

B O

G L

O C

A T

N P

L A

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

2020/03/18

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-201

C K

M A

N N

C H

W H

E E

L E

R P .E

S H

E E

T O

B O

G L

O G

344.10

0.080

0.090

0.140

0.100

0.155

0.183

0.142

0.185

0.080

0.114

0.087

0.163

G.S.E. 411.60

344.20

0.080

0.143

0.149

0.094

0.155

0.171

0.140

0.167

0.132

0.079

0.088

0.097

0.160

G.S.E. 411.70

342.60

66.50

REFUSAL

G.S.E. 411.90

0.081

0.107

0.132

0.175

0.212

0.178

0.114

0.130

0.172

0.107

0.170

344.90 66.50

REFUSAL

G.S.E. 411.90

0.080

0.078

0.143

0.210

0.141

0.146

0.149

0.116

0.096

0.174

0.157

0.099

0.169

344.80

0.098

0.122

0.151

0.133

0.145

0.112

0.184

0.153

0.149

0.136

G.S.E. 415.40

345.60

43 21

0.078

0.076

0.151

0.134

0.156

0.139

0.197

0.204

0.193

0.154

0.084

G.S.E. 415.60

16-MESD-0973

N 737953.465 E 2291329.408

28 MAR 16

16-MESD-0974

N 737905.129 E 2291317.431

25 MAR 16

N 737856.057 E 2291304.473

24 MAR 16

16-MESD-0975

24 MAR 16

N 737808.15 E 2291291.365

16-MESD-0976 16-MESD-0977

N 737778.298 E 2291275.579

28 MAR 16

N 737730.952 E 2291262.123

25 MAR 16

16-MESD-0978

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

2020/02/27

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-202

C K

M A

N N

C H

W H

E E

L E

R P .E

S H

E E

T O

B O

G L

O G

345.80

0.084

0.163

0.178

0.120

0.146

0.137

0.116

0.087

0.203

0.152

0.116

G.S.E. 415.90

344.20

G.S.E. 411.20

0.076

0.151

0.083

0.115

0.091

0.124

0.112

0.092

0.127

0.176

0.131

0.094

0.121

0.099

343.50

0.085

0.086

0.123

0.153

0.150

0.099

0.087

0.083

0.097

0.120

0.146

0.147

G.S.E. 411.00

344.00

0.084

0.149

0.089

0.091

0.111

0.127

0.141

0.090

0.084

0.092

0.108

0.153

0.166

G.S.E. 411.00

344.10

0.081

0.138

0.154

0.084

0.150

0.155

0.166

0.151

0.088

0.111

0.089

0.179

0.131

G.S.E. 411.10

343.50

0.095

0.081

0.079

0.109

0.150

0.084

0.104

0.093

0.127

0.117

0.134

0.156

0.100

0.108

0.089

0.138

0.159

G.S.E. 411.00

16-MESD-0979

N 737697.124 E 2291252.125

24 MAR 16

N 737651.1 E 2291248.9

01 APR 16

16-MESD-0980

04 APR 16

N 737603.4 E 2291237.8

16-MESD-0981 16-MESD-0982

05 APR 16

N 737555.134 E 2291225.87 N 737507.088 E 2291214.83

05 APR 16

16-MESD-0983 16-MESD-0984

N 737456.876 E 2291204.664

06 APR 16

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-203

C K

M A

N N

C H

W H

E E

L E

R P .E

S H

E E

T O

B O

G L

O G

344.30

70 23

0.083

0.077

0.091

0.168

0.153

0.080

0.089

0.093

0.120

0.146

0.153

0.122

0.161

0.096

0.089

0.136

0.150

0.133

G.S.E. 411.30

344.20

0.078

0.076

0.131

0.151

0.085

0.120

0.116

0.100

0.108

0.092

0.085

0.146

0.150

0.161

0.120

24 5

G.S.E. 411.20

345.40

0.080

0.076

0.087

0.128

0.104

0.150

0.111

0.154

0.091

0.161

0.114

0.149

G.S.E. 413.60

345.10

0.124

0.159

0.158

0.127

0.169

0.161

0.090

0.088

0.099

0.083

G.S.E. 414.50

345.10

0.162

0.156

0.195

0.110

0.154

0.166

0.088

0.085

0.080

0.099

0.242

50/2"

G.S.E. 414.30

344.00

0.078

0.154

0.094

0.142

0.098

0.083

0.139

0.096

0.083

0.088

G.S.E. 410.80

16-MESD-0985

N 737409.314 E 2291195.209

31 MAR 16

16-MESD-0986

N 737354.545 E 2291185.337

01 APR 16

16-MESD-0987

N 737300.755 E 2291186.424

23 MAR 16

16-MESD-0988

N 737245.6 E 2291177.6

31 MAR 16

16-MESD-0989

N 737203.036 E 2291167.143

23 MAR 16

16-MESD-0990

N 737145.5 E 2291150.1

28 MAR 16

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-204

C K

M A

N N

C H

W H

E E

L E

R P .E

S H

E E

T O

B O

G L

O G

345.30

0.115

0.169

0.104

0.113

0.123

0.124

0.096

0.144

0.106

0.079

0.082

G.S.E. 411.10

345.20

0.086

0.150

0.090

0.115

0.151

0.101

0.150

0.155

0.108

0.078

0.079

G.S.E. 411.10

342.50

0.079

0.163

0.149

0.159

0.090

0.100

0.095

0.086

0.091

0.125

0.090

0.084

0.110

G.S.E. 411.00

342.50

0.132

0.121

0.154

0.085

0.108

0.150

0.086

0.088

0.137

0.082

0.086

0.082

0.088

G.S.E. 411.00

344.60

0.158

0.072

0.108

0.111

0.123

0.096

0.084

0.094

0.121

0.088

0.077

G.S.E. 410.60

344.80

0.083

0.123

0.124

0.089

0.121

0.098

0.130

0.101

0.088

0.085

0.081

0.132

0.081

G.S.E. 410.80

N 737090 E 2291144.6

29 MAR 16

16-MESD-0991 16-MESD-0992

N 737043.2 E 2291139.1

30 MAR 16

16-MESD-0993

N 736988.924 E 2291133.54

24 MAR 16

16-MESD-0994

N 736934.526 E 2291126.451

24 MAR 16

16-MESD-0995

N 736878.75 E 2231125.625

25 MAR 16

16-MESD-0996

N 736823.958 E 2291120.993

28 MAR 16

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL 10

343.20

0.079

0.098

0.079

0.100

0.133

0.146

0.124

0.152

0.154

0.083

0.094

0.148

0.153

SPT D W LL PL

G.S.E. 410.70

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

2020/02/28

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-205

C K

M A

N N

C H

W H

E E

L E

R P .E

S H

E E

T O

B O

G L

O G

344.70

0.163

0.105

0.097

0.102

0.122

0.143

0.152

0.110

0.099

0.084

0.153

0.081

G.S.E. 410.70

344.30

0.079

0.112

0.080

0.077

0.102

0.114

0.155

0.149

0.150

0.096

0.085

0.179

0.158

G.S.E. 410.80

344.30

0.079

0.112

0.080

0.077

0.102

0.114

0.155

0.149

0.150

0.096

0.085

0.179

0.158

G.S.E. 410.80

344.50

0.076

0.115

0.086

0.167

0.079

0.172

0.108

0.154

0.165

0.157

0.161

0.077

0.084

0.092

0.121

G.S.E. 410.50

344.60

0.077

0.083

0.160

0.109

0.087

0.096

0.173

0.157

0.152

0.147

0.153

0.078

0.079

0.102

0.132

G.S.E. 410.60

16-MESD-0997

N 736778 E 2291118

28 MAR 16

16-MESD-0999

N 736647.9 E 2291111.6

29 MAR 16

16-MESD-0999

N 736647.9 E 2291111.6

29 MAR 16

N 736592.8 E 2291112

30 MAR 16

16-MESD-1000 16-MESD-1001

N 736534.506 E 2291110.783

STA. 811+01 OS 136' R

23 MAR 16

16-MESD-1002

N 736407.129 E 2291114.485

STA. 812+30 OS 137' R

22 MAR 16

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-206

C K

M A

N N

C H

W H

E E

L E

R P .E

S H

E E

T O

B O

G L

O G

342.90

0.109

0.196

0.126

0.081

0.169

0.149

0.133

0.152

0.140

0.149

0.090

0.085

0.077

G.S.E. 410.40

342.80

0.090

0.091

0.093

0.080

0.110

0.127

0.156

0.101

0.153

0.123

0.083

0.097

G.S.E. 410.30

343.30

0.081

0.120

0.098

0.084

0.136

0.135

0.147

0.164

0.156

0.129

0.140

0.078

G.S.E. 410.30

342.90

0.100

0.111

0.158

0.091

0.158

0.150

0.162

0.176

0.162

0.123

0.125

0.089

G.S.E. 410.60

343.50

0.081

0.075

0.079

0.155

0.149

0.094

0.097

0.126

0.178

0.167

0.158

0.155

0.126

0.113

0.099

03/21/16

66.50

REFUSAL

G.S.E. 410.50

342.70 67.50

0.121

0.098

0.090

0.120

0.122

0.114

0.155

0.164

0.153

0.147

0.113

0.105

REFUSAL

G.S.E. 410.70

03/18/16

16-MESD-1003

N 736289.565 E 2291119.839

STA. 813+54 OS 138' R

21 MAR 16

16-MESD-1004

N 736185.526 E 2291127.748

STA. 814+61 OS 137' R

21 MAR 16

16-MESD-1005

N 736051.352 E 2291140.749

STA. 815+98 OS 139' R

22 MAR 16

16-MESD-1006

N 735919.863 E 2291157.164

STA. 817+37 OS 137' R

22 MAR 16 21 MAR 16

STA. 818+70 OS 136' R

N 735791.822 E 2291179.715

16-MESD-1007

N 735675.376 E 2291202.097

18 MAR 16

STA. 819+92 OS 135' R

16-MESD-1008

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-207

C K

M A

N N

C H

W H

E E

L E

R P .E

S H

E E

T O

B O

G L

O G

67.00

342.10

0.084

0.078

0.085

0.084

0.081

0.155

0.106

0.087

0.175

0.150

0.176

0.099

0.076

REFUSAL

G.S.E. 411.10

03/18/16

69.70 341.30

0.089

0.085

0.106

0.089

0.174

0.130

0.105

0.080

0.179

0.158

0.150

0.188

0.093

0.084

0.078

G.S.E. 411.00

REFUSAL

340.50

68.00

0.077

0.091

0.092

0.080

0.099

0.110

0.136

0.181

0.156

0.161

0.177

0.083

0.080

G.S.E. 411.00

REFUSAL

71.50 341.80

0.088

0.084

0.086

0.077

0.146

0.110

0.136

0.151

0.195

0.089

0.076

0.092

0.160

REFUSAL

G.S.E. 414.30

342.20 71.50

0.081

0.114

0.100

0.086

0.122

0.162

0.151

0.076

0.078

0.100

0.076

0.198

0.140

50REFUSAL

G.S.E. 414.20

03/15/16

341.70 74.50

0.155

0.104

0.082

0.078

0.095

0.083

0.153

0.140

0.117

0.075

0.108

0.095

0.134

0.148

50REFUSAL

G.S.E. 416.80

03/14/16

16-MESD-1009

N 735537.278 E 2291233.223

STA. 821+35 OS 135' R

18 MAR 16

16-MESD-1010

N 735410.639 E 2291262.453

STA. 822+70 OS 132' R

17 MAR 06

16-MESD-1011

N 735285.787 E 2291300.638

STA. 824+05 OS 135' R

16 MAR 16

16-MESD-1012

15 MAR 16

STA. 826+31 OS 145' R

N 735082.051 E 2291379.646

16-MESD-1013

N 734875.412 E 2291464.419

STA. 828+63 OS 149' R

15 MAR 16

16-MESD-1014

N 734675.344 E 2291511.218

STA. 830+66 OS 112' R

14 MAR 16

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-208

C K

M A

N N

C H

W H

E E

L E

R P .E

S H

E E

T O

B O

G L

O G

338.90

0.086

0.119

0.077

0.090

0.086

0.134

0.078

0.160

0.170

0.124

0.192

0.226

0.172

03/14/16

G.S.E. 414.90

337.00

0.196

0.181

0.179

0.168

0.104

0.141

0.099

0.191

0.139

0.185

0.101

0.278

0.188

0.232

50/0"

G.S.E. 420.80

03/16/16

334.20

0.147

0.133

0.156

0.131

0.166

0.211

0.200

0.155

0.162

0.151

0.078

0.080

0.199

G.S.E. 410.00

333.60

0.180

0.171

0.192

0.105

0.151

0.164

0.157

0.188

0.154

0.441

0.082

0.081

G.S.E. 409.80

332.80

0.126

0.087

0.219

0.185

0.157

0.146

0.102

0.209

0.153

0.127

0.157

0.279

0.206

0.264

0.205

G.S.E. 410.00

331.30

0.185

0.151

0.083

0.080

0.079

0.201

0.214

0.150

0.208

0.159

0.162

0.113

0.087

0.154

0.090

0.138

0.109

0.105

0.172

0.275

0.251

0.160

50/5"

G.S.E. 413.30

16-MESD-1015

N 734503.015 E 2291651.628

STA. 832+83 OS 169' R

14 MAR 16

16-MESD-1016

15 MAR 16

STA. 838+33 OS 93' R

N 733970.897 E 2291813.477

16-MESD-1017

N 733750.998 E 2292029.733

STA. 841+21 OS 199' R

16 MAR 16

16-MESD-1018

17 MAR 16

STA. 842+90 OS 205' R

N 733599.589 E 2292103.428

16-MESD-1019

N 733435.036 E 2292103.428

STA. 844+43 OS 137' R

18 MAR 16

16-MESD-1020

N 733291 E 2292191.1

STA. 846+12 OS 158' R

29 MAR 16

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

280 280

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-209

C K

M A

N N

C H

W H

E E

L E

R P .E

S H

E E

T O

B O

G L

O G

331.80

0.079

0.150

0.087

0.078

0.079

0.082

0.150

0.218

0.140

0.193

0.099

0.154

0.152

0.118

0.133

0.116

0.083

0.077

0.118

0.186

0.077

0.226

0.097

G.S.E. 415.30

331.90

28 20

0.114

0.094

0.087

0.154

0.126

0.175

0.141

0.087

0.108

0.266

0.160

0.126

0.079

0.131

0.123

0.105

0.166

0.124

0.140

0.153

G.S.E. 415.40

333.10

0.084

0.140

0.208

0.183

0.119

0.077

0.138

0.175

0.152

0.156

0.095

0.083

0.076

0.143

0.102

0.085

0.114

0.095

0.134

0.213

0.156

G.S.E. 414.70

280.60

0.107

0.095

0.078

0.216

0.188

0.115

0.095

0.302

0.258

0.214

0.179

0.253

0.265

0.275

0.270

0.240

0.218

0.252

0.156

0.129

0.137

G.S.E. 414.10

282.30

0.161

0.085

0.112

0.181

0.169

0.228

0.258

0.216

0.103

0.152

0.150

0.166

0.237

0.282

0.251

0.222

0.240

0.278

0.151

0.161

0.227

24/5"

G.S.E. 417.20

278.40

133.90

0.107

0.137

0.103

0.182

0.119

0.131

0.162

0.133

0.089

0.078

0.232

0.109

0.223

0.278

0.213

0.188

0.243

0.224

0.158

0.205

0.173

G.S.E. 417.60

REFUSAL

16-MESD-1021

N 733130.5 E 2292262.5

STA. 847+87 OS 156' R

30 MAR 16

16-MESD-1022

N 732975.8 E 2292336.5

STA. 849+62 OS 155' R

31 MAR 16

16-MESD-1023

N 732843.396 E 2292408.631

STA. 851+27 OS 156' R

04 MAY 16

16-MESD-1335

N 708633.278 E 2293405.46

12 OCT 16

16-MESD-1336

10 JAN 17

N 708562.118 E 2293406.862

16-MESD-1337

N 708494.414 E 2293394.708

12 OCT 16

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-210

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

283.70

0.100

0.122

0.129

0.091

0.094

0.158

0.212

0.089

0.166

0.128

0.092

0.089

0.165

0.123

0.249

0.257

0.211

0.212

0.176

0.221

0.160

0.214

G.S.E. 417.20

282.00

0.153

0.152

0.162

0.177

0.158

0.168

0.099

0.129

0.134

0.165

0.098

0.159

0.125

0.149

0.224

0.220

0.212

0.247

0.203

0.228

0.220

0.199

0.182

0.213

0.198

G.S.E. 416.30

280.80 134.50

0.121

0.162

0.177

0.130

0.212

0.081

0.149

0.182

0.265

0.086

0.189

0.198

0.372

0.234

0.260

0.263

0.308

0.306

0.241

0.116

0.216

0.249

0.164

0.242

0.250

0.441

67REFUSAL

G.S.E. 415.80

281.00126.60

0.095

0.079

0.184

0.151

0.150

0.172

0.178

0.203

0.219

0.330

0.150

0.082

0.099

0.278

0.290

0.305

0.339

0.177

0.160

0.137

0.428

0.209

0.299

50/1"

REFUSAL

G.S.E. 408.00

280.00124.30

0.171

0.117

0.156

0.155

0.083

0.141

0.190

0.272

0.209

0.182

0.169

0.223

0.180

0.247

0.202

0.107

0.231

0.228

0.186

0.118

0.262

0.256

0.235

0.312

0.201

50/0"

REFUSAL

G.S.E. 404.50

281.20123.10

0.151

0.129

0.139

0.106

0.149

0.175

0.267

0.200

0.099

0.175

0.195

0.228

0.134

0.135

0.227

0.247

0.221

0.267

0.377

0.232

0.211

0.225

0.240

0.365

0.248

0.240

31 4

REFUSAL

G.S.E. 404.50

16-MESD-1338

N 708416.883 E 2293403.992

14 OCT 16

16-MESD-1339

N 708348.225 E 2293387.321

11 JAN 17

16-MESD-1340 16-MESD-1341 16-MESD-1342 16-MESD-1343

N 708278.444 E 2293379.946

12 JAN 17

N 707609.636 E 2293414.588

10 JAN 17 18 JAN 17

N 707445.533 E 2293386.356 N 707285.544 E 2293375.668

23 JAN 17

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-211

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

279.60

0.130

0.150

0.105

0.166

0.157

0.159

0.105

0.158

0.101

0.184

0.158

0.076

0.240

0.130

0.172

0.249

0.238

0.456

0.240

0.293

0.255

0.306

0.375

0.233

0.410

G.S.E. 404.40

123.20 280.90

33 21

0.102

0.109

0.096

0.158

0.154

0.091

0.266

0.153

0.164

0.199

0.109

0.145

0.084

0.201

0.246

0.233

0.229

0.356

0.226

0.232

0.230

0.260

0.302

0.221

0.313

31 4

G.S.E. 404.40

REFUSAL

126.00 279.20

0.111

0.211

0.155

0.149

0.134

0.086

0.271

0.167

0.246

0.182

0.163

0.078

0.079

0.170

0.276

0.261

0.171

0.232

0.321

0.239

0.265

0.291

0.339

0.302

0.423

50/1"

REFUSAL

G.S.E. 405.30

279.80

0.078

0.160

0.173

0.184

0.084

0.131

0.127

0.226

0.220

0.191

0.231

0.188

0.076

0.197

0.272

0.260

0.247

0.256

0.306

0.229

0.312

0.313

0.266

0.310

0.304

G.S.E. 405.30

281.50

37 21

0.112

0.153

0.182

0.131

0.101

0.139

0.244

0.231

0.144

0.176

0.192

0.260

0.216

0.193

0.084

0.079

0.081

0.114

0.215

0.312

0.254

0.227

0.279

0.466

0.239

0.278

0.328

0.250

0.339

35 3

G.S.E. 405.50

282.30

0.077

0.140

0.162

0.161

0.104

0.119

0.197

0.205

0.213

0.171

0.201

0.190

0.091

0.246

0.170

0.338

0.302

0.241

0.297

0.288

0.224

0.212

0.433

0.272

0.259

G.S.E. 405.30

16-MESD-1344 16-MESD-1345 16-MESD-1347 16-MESD-1348 16-MESD-1349 16-MESD-1350

N 707246.356 E 2293374.169

25 JAN 17 27 JAN 17

N 707210.354 E 2293369.387 N 707127.212 E 2293363.985

30 JAN 17

N 707086.895 E 2293360.905

01 FEB 17 03 FEB 17

N 707046.415 E 2293358.35 N 707004.682 E 2293356.47

07 FEB 17

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-212

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

280.90

230.078

0.078

0.150

0.139

0.156

0.114

0.095

0.228

0.209

0.174

0.179

0.260

0.214

0.219

0.267

0.261

0.463

0.258

0.295

0.219

0.237

0.250

0.285

0.269

0.470

0.359

G.S.E. 405.30

282.20

31 27

0.101

0.196

0.142

0.114

0.220

0.213

0.220

0.219

0.231

0.126

0.376

0.320

0.488

0.267

0.231

0.279

0.252

0.284

0.347

0.263

0.444

24 6

G.S.E. 404.90

284.30

32 26

34 17

0.136

0.081

0.214

0.151

0.095

0.438

0.172

0.227

0.243

0.163

0.099

0.160

0.374

0.264

0.292

0.263

0.243

0.210

0.215

0.258

0.290

0.267

0.500

G.S.E. 404.90

287.90

43 20

0.080

0.076

0.082

0.097

0.076

0.152

0.104

0.295

0.160

0.189

0.365

0.181

0.189

0.102

0.096

0.229

0.313

0.230

0.441

0.325

0.224

0.337

0.129

0.357

0.215

0.349

37 6

G.S.E. 404.60

287.90

0.119

0.218

0.096

0.140

0.106

0.124

0.110

0.212

0.237

0.160

0.197

0.191

0.187

0.243

0.222

0.285

0.439

0.448

0.247

0.219

0.309

0.174

0.211

0.183

0.237

G.S.E. 405.10

288.80

49 23

0.163

0.143

0.176

0.105

0.100

0.225

0.158

0.195

0.277

0.155

0.167

0.157

0.306

0.232

0.621

0.482

0.451

0.328

0.217

0.329

0.170

0.240

0.168

0.289

34 5

G.S.E. 405.10

16-MESD-1351 16-MESD-1352 16-MESD-1353 16-MESD-1354 16-MESD-1355 16-MESD-1356

N 706964.179 E 2293355.01

09 FEB 17

N 706908.849 E 2293351.867

13 FEB 17

N 706854 E 2293348.1

14 FEB 17

N 706799 E 2293344.4

16 FEB 17

N 706743.9 E 2293342.6

17 FEB 17

N 706688.7 E 2293339.6

21 FEB 17

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-213

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

288.40116.80

38 19

0.081

0.186

0.185

0.088

0.098

0.228

0.110

0.175

0.149

0.194

0.206

0.308

0.247

0.223

0.305

0.233

0.204

0.246

0.143

0.159

0.239

0.221

0.181

0.323

17 5

G.S.E. 405.40

REFUSAL

288.30

52 17

0.075

0.109

0.102

0.149

0.106

0.228

0.235

0.096

0.081

0.158

0.183

0.209

0.218

0.251

0.441

0.342

0.265

0.372

0.174

0.228

0.244

0.223

30 5

G.S.E. 406.80

283.00

0.125

0.077

0.080

0.083

0.151

0.257

0.213

0.181

0.168

0.213

0.179

0.268

0.107

0.246

0.466

0.344

0.299

0.337

0.216

0.243

0.241

0.202

0.359

2/5"

G.S.E. 407.50

285.20

0.153

0.096

0.087

0.128

0.251

0.199

0.191

0.150

0.098

0.162

0.136

0.175

0.264

0.367

0.177

0.196

0.426

0.229

0.240

0.214

0.354

0.263

G.S.E. 408.20

280.40

0.075

0.087

0.128

0.090

0.205

0.151

0.166

0.130

0.206

0.255

0.118

0.236

0.172

0.200

0.187

0.265

0.206

0.221

0.213

0.251

0.218

G.S.E. 408.40

281.20

0.086

0.154

0.093

0.139

0.076

0.164

0.218

0.162

0.145

0.206

0.200

0.155

0.237

0.512

0.206

0.245

0.187

0.267

0.170

0.355

0.243

0.233

0.174

G.S.E. 408.20

16-MESD-135816-MESD-1357 16-MESD-1359 16-MESD-1360 16-MESD-1361 16-MESD-1362

N 706550.3 E 2293332.8

24 FEB 17

N 706633.7 E 2293335.6

23 FEB 17

N 706468.2 E 2293330.3

28 FEB 17

N 706386.1 E 2293315.6

23 FEB 17

N 706308 E 2293313.2

20 FEB 17

N 706273.8 E 2293305.3

27 FEB 17

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-214

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

283.40

123.50

0.081

0.141

0.147

0.084

0.088

0.160

0.167

0.151

0.081

0.366

0.214

0.172

0.217

0.161

0.205

0.190

0.442

0.149

0.297

0.250

0.340

0.431

REFUSAL

G.S.E. 408.40

283.70

0.094

0.078

0.122

0.078

0.080

0.075

0.189

0.191

0.210

0.112

0.179

0.079

0.331

0.230

0.264

0.216

0.557

0.428

0.167

0.282

0.296

0.368

0.249

0.260

G.S.E. 408.70

285.20

33 21

0.082

0.086

0.089

0.135

0.089

0.079

0.080

0.177

0.125

0.178

0.095

0.248

0.085

0.133

0.247

0.170

0.182

0.227

0.418

0.315

0.214

0.432

0.193

0.252

G.S.E. 408.20

285.50

0.076

0.096

0.097

0.081

0.079

0.206

0.110

0.178

0.120

0.230

0.112

0.120

0.238

0.180

0.193

0.153

0.441

0.276

0.339

0.215

0.237

0.303

G.S.E. 408.00

279.80

0.129

0.128

0.135

0.083

0.124

0.088

0.164

0.150

0.167

0.122

0.270

0.218

0.419

0.226

0.163

0.194

0.127

0.262

0.277

0.285

0.238

0.318

0.230

G.S.E. 408.30

285.30

0.079

0.101

0.157

0.153

0.081

0.082

0.078

0.163

0.089

0.142

0.156

0.226

0.138

0.217

0.233

0.191

0.198

0.177

0.405

0.341

0.234

0.526

0.470

0.167

G.S.E. 408.30

16-MESD-1363 16-MESD-1364 16-MESD-1365 16-MESD-1366 16-MESD-1367 16-MESD-1368

N 706242.4 E 2293306.3

24 FEB 17

N 706213.7 E 2293305.1

22 FEB 17

N 706186 E 2293308.7

17 FEB 17

N 706155.3 E 2293305.7

15 FEB 17

N 706123.1 E 2293297.1

20 FEB 17

N 706098.5 E 2293302.6

14 FEB 17

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-215

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

0.081

0.117

0.080

0.083

0.081

0.162

0.102

0.155

0.118

0.142

0.126

0.244

0.252

0.239

0.181

0.211

0.178

0.296

0.261

0.183

0.170

0.162

G.S.E. 408.30

285.30 285.30

0.174

0.078

0.098

0.101

0.179

0.152

0.156

0.145

0.173

0.141

0.205

0.212

0.180

0.171

0.173

0.166

0.230

0.200

0.196

0.217

0.152

G.S.E. 408.30

284.90

31 23

0.075

0.097

0.164

0.076

0.102

0.103

0.191

0.103

0.078

0.114

0.097

0.139

0.169

0.231

0.158

0.126

0.111

0.227

0.180

0.184

0.249

0.289

0.160

G.S.E. 408.40

285.20

0.081

0.142

0.103

0.152

0.108

0.097

0.086

0.210

0.087

0.083

0.117

0.103

0.120

0.162

0.274

0.212

0.159

0.218

0.419

0.343

0.237

0.349

0.217

0.172

13/0"

G.S.E. 408.20

284.80

0.116

0.168

0.100

0.153

0.099

0.078

0.087

0.158

0.162

0.123

0.079

0.131

0.205

0.254

0.217

0.174

0.215

0.166

0.333

0.308

0.300

0.321

0.217

12/0"

G.S.E. 408.30

286.70

0.076

0.083

0.153

0.102

0.136

0.103

0.085

0.242

0.217

0.203

0.104

0.183

0.110

0.221

0.258

0.282

0.237

0.279

0.217

0.226

0.274

0.198

0.253

0.242

0.214

G.S.E. 408.20

10/0"

16-MESD-1369 16-MESD-1370 16-MESD-1371 16-MESD-1372 16-MESD-1373 16-MESD-1374

N 706069.4 E 2293298.6

09 FEB 17

N 706037.457 E 2293299.269

08 FEB 17

N 706008.355 E 2293297.364

06 FEB 17

N 705975.2 E 2293292.2

16 FEB 17

N 705886.8 E 2293287.1

14 FEB 17

N 705811.509 E 2293280.698

13 FEB 17

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL

10SPT D W LL PL 10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-216

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

280.00

0.078

0.140

0.210

0.105

0.089

0.105

0.092

0.260

0.182

0.110

0.113

0.098

0.119

0.217

0.319

0.237

0.215

0.178

0.203

0.263

0.216

0.299

0.381

0.297

G.S.E. 408.50

285.20

0.173

0.128

0.101

0.107

0.097

0.083

0.210

0.101

0.105

0.173

0.079

0.107

0.477

0.144

0.266

0.229

0.547

0.214

0.149

0.177

0.319

0.248

0.371

0.361

0.446

0.172

G.S.E. 407.70

289.40

0.155

0.129

0.091

0.156

0.096

0.100

0.214

0.182

0.185

0.092

0.152

0.161

0.274

0.250

0.234

0.217

0.158

0.156

0.304

0.203

0.307

0.445

G.S.E. 407.90

286.30

0.112

0.152

0.089

0.110

0.137

0.080

0.093

0.285

0.142

0.201

0.155

0.154

0.246

0.095

0.238

0.210

0.191

0.148

0.165

0.277

0.337

0.431

0.244

G.S.E. 407.80

288.60

0.076

0.079

0.082

0.097

0.083

0.129

0.076

0.152

0.187

0.207

0.163

0.159

0.331

0.081

0.228

0.230

0.258

0.149

0.356

0.149

0.252

0.223

0.212

G.S.E. 407.10

0.078

0.092

0.089

0.101

0.079

0.112

0.101

0.231

0.152

0.204

0.083

0.177

0.143

0.151

0.161

0.435

0.368

0.100

0.300

0.234

0.307

0.181

0.190

50/5"

G.S.E. 405.40

284.60

16-MESD-1375 16-MESD-1376 16-MESD-1377 16-MESD-1378 16-MESD-1379 16-MESD-1380

N 705727.7 E 2293277.3

09 FEB 17

N 705645.764 E 2293272.421

06 FEB 17

N 705575.686 E 2293269.706

03 FEB 17

N 705515.129 E 2293265.138

01 FEB 17

N 705446.4 E 2293262.1

31 JAN 17

N 705345.796 E 2293254.839

27 JAN 17

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-217

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

285.90

0.111

0.085

0.083

0.147

0.099

0.134

0.107

0.187

0.286

0.130

0.132

0.084

0.217

0.170

0.153

0.245

0.155

0.266

0.249

0.261

0.432

0.319

0.078

50/5" 17

G.S.E. 404.80

288.00

0.085

0.095

0.090

0.152

0.154

0.109

0.160

0.107

0.190

0.169

0.183

0.212

0.151

0.205

0.293

0.269

0.228

G.S.E. 406.00

290.10

0.109

0.092

0.132

0.087

0.149

0.154

0.185

0.169

0.105

0.132

0.175

0.249

0.232

0.157

0.165

0.193

0.199

0.193

0.183

G.S.E. 406.80

292.00

0.224

0.155

0.081

0.092

0.121

0.107

0.080

0.130

0.110

0.093

0.098

0.085

0.128

0.211

0.207

0.294

0.154

0.173

0.214

0.232

0.158

0.168

0.232

50 0.232

G.S.E. 410.50

288.90

0.104

0.086

0.093

0.099

0.150

0.152

0.077

0.088

0.099

0.188

0.254

0.152

0.174

0.140

0.219

0.188

0.230

G.S.E. 405.60

298.70

0.082

0.078

0.104

0.103

0.104

0.095

0.146

0.076

0.094

0.154

0.170

0.207

0.193

0.150

G.S.E. 409.70

16-MESD-1381 16-MESD-1382 16-MESD-1383 16-MESD-1384 16-MESD-1431 16-MESD-1432

N 705288.4 E 2293254

26 JAN 17

N 705227.9 E 2293248.3

24 JAN 17

N 705177.904 E 2293238.425

20 JAN 17 18 JAN 17

N 705053.156 E 2293214.534 N 685241 E 2298193

13 FEB 17

N 685134.531 E 2298529.279

15 FEB 17

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-218

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

289.40

0.155

0.129

0.091

0.156

0.096

0.100

0.214

0.182

0.185

0.092

0.152

0.161

0.274

0.250

0.234

0.217

0.158

0.156

0.304

0.203

0.307

0.445

G.S.E. 407.90

286.30

0.112

0.152

0.089

0.110

0.137

0.080

0.093

0.285

0.142

0.201

0.155

0.154

0.246

0.095

0.238

0.210

0.191

0.148

0.165

0.277

0.337

0.431

0.244

G.S.E. 407.80

288.60

0.076

0.079

0.082

0.097

0.083

0.129

0.076

0.152

0.187

0.207

0.163

0.159

0.331

0.081

0.228

0.230

0.258

0.149

0.356

0.149

0.252

0.223

0.212

G.S.E. 407.10

0.078

0.092

0.089

0.101

0.079

0.112

0.101

0.231

0.152

0.204

0.083

0.177

0.143

0.151

0.161

0.435

0.368

0.100

0.300

0.234

0.307

0.181

0.190

50/5"

G.S.E. 405.40

284.60

285.90

0.111

0.085

0.083

0.147

0.099

0.134

0.107

0.187

0.286

0.130

0.132

0.084

0.217

0.170

0.153

0.245

0.155

0.266

0.249

0.261

0.432

0.319

0.078

50/5" 17

G.S.E. 404.80

288.00

0.085

0.095

0.090

0.152

0.154

0.109

0.160

0.107

0.190

0.169

0.183

0.212

0.151

0.205

0.293

0.269

0.228

G.S.E. 406.00

16-MESD-1377

N 705575.686 E 2293269.706

03 FEB 17

16-MESD-1378

N 705515.129 E 2293265.138

01 FEB 17

16-MESD-1379

N 705446.4 E 2293262.1

31 JAN 17

16-MESD-1380

N 705345.796 E 2293254.839

27 JAN 17

16-MESD-1381

N 705288.4 E 2293254

26 JAN 17

16-MESD-1382

N 705227.9 E 2293248.3

24 JAN 17

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL 10SPT D W LL PL

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-219

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

315.40

0.076

0.084

0.082

0.095

0.176

0.095

0.211

0.113

0.170

0.096

0.191

0.235

0.086

0.101

0.118

0.233

0.164

G.S.E. 401.00

319.80

0.077

0.079

0.091

0.123

0.157

0.149

0.155

0.154

0.139

0.150

0.202

0.126

0.198

0.110

G.S.E. 401.30

327.40

0.076

0.081

0.097

0.130

0.157

0.112

0.124

0.080

0.083

G.S.E. 403.40

334.50

0.079

0.099

0.078

0.086

0.151

0.080

0.093

0.211

0.148

0.101

G.S.E. 402.20

81.30 331.70

0.108

0.107

0.086

0.079

0.077

0.100

0.239

0.195

0.135

0.125

0.103

0.085

0.154

0.114

0.115

0.158

0.192

0.272

G.S.E. 413.30

REFUSAL

83.90

326.40

0.116

0.165

0.092

0.079

0.077

0.082

0.118

0.089

0.139

0.115

0.086

0.108

0.091

0.082

0.119

0.112

0.164

0.119

21/5"

50/5"

REFUSAL

G.S.E. 414.90

16-MESD-1439 16-MESD-1440 16-MESD-1441 16-MESD-1442

N 684205 E 2299981.6

28 FEB 17

N 683965.3 E 2300203.8

01 MAR 17

N 683841.2 E 2300319.1

02 MAR 17

N 683720.7 E 2300431.8

02 MAR 17

16-MESD-1020A

26 AUG 20

N 733324.294 E 2292175.222

16-MESD-1021A

N 733160.992 E 2292250.868

26 AUG 20

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

10SPT D W LL PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

2021/02/02

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

B-220

C K

M A

N N

C H

W H

E E

L E

R P .E

B O

G L

O G

S H

E E

83.30 332.50

0.154

0.079

0.088

0.101

0.180

0.146

0.130

0.098

0.087

0.113

0.095

0.118

0.128

0.111

0.076

0.090

REFUSAL

G.S.E. 415.90

81.00 333.10

0.088

0.122

0.210

0.103

0.154

0.096

0.108

0.162

0.143

0.150

0.126

0.148

G.S.E. 414.40

REFUSAL

82.00 331.90

0.102

0.123

0.099

0.147

0.098

0.160

0.080

0.077

0.100

0.139

0.079

0.099

0.189

0.198

G.S.E. 414.20

REFUSAL

81.50 330.80

31 16

0.086

0.215

0.168

0.107

0.113

0.086

0.089

0.082

0.155

0.077

0.099

0.113

0.097

0.196

0.145

G.S.E. 413.00

REFUSAL

16-MESD-1022A

N 733005.971 E 2292321.671

26 AUG 20

16-MESD-1023A

N 732873.056 E 2292401.872

26 AUG 20

16-MESD-1023C

N 732780.715 E 2292448.244

27 AUG 20

16-MESD-1024C

N 732655.531 E 2292528.324

27 AUG 20

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

TYP

ELEVATION VARIES

BOTTOM OF HOLE

2 9/16"

12"

8 7/8"

7 1/16"

T R

N G

U L

A R W

E .2

.2 S

L O

T S

2'-0" MIN.

3'-0"

A5A1

CHECK VALVE FOR 10" WELLS

SCALE: NTS

METAL WELL GUARD DETAIL FOR "D" TYPE WELLS

SCALE: NTS

TYPICAL "D" TYPE RELIEF WELL

SCALE: NTS

FOR "D" TYPE WELLS

WELL SCREEN DETAIL

FILTER PACK = 8"

MINIMUM THICKNESS OF

STEEL RISER PIPE

10" I.D. STAINLESS

1/ " R

9 1/16" R

L E

N G

T H V

A R

S L E

N G

T H V

A R

S L E

N G

T H V

A R

S L E

N G

T H V

A R

2. 51% OF MESH AREA TO BE OPEN.

1. FINISH TO BE FLAT, NOT BUFFED.

NOTES:

STAINLESS STEEL WELL GUARD

DISCHARGE ELEVATION

CHECK VALVE

EX GROUND

HEIGHT VARIES

CONCRETE SEAL

5' BENTONITE SEAL

EXTENDS 5' ABOVE SCREEN

FILTER PACK

WELL PLUG

MACHINE VALVE SEAT SMOOTH

CENTERLINE, 10" I.D. SS PIPE

GRADE TP-304 SS VERTICAL ROD

INSTALLATION, TYP

THE NUT AFTER

THE FOUR (4) BOLTS TO

TACK WELD ONE (1) OF

WELD RINGS SS

SCREEN. GRADE TP-304

20" Ø 250-SLOT WELL

INSTALLATION, TYP

THREADED ROD AFTER

TACK WELD NUTS TO

EX GROUND

CHECK VALVE NOT SHOWN FOR CLARITY

EPOXIED IN WITH 4" EMBEDMENT

ROD ANCHOR AND NUTS (4 TYPICAL)

1/2" Ø STAINLESS STEEL THREADED

1/4" ALUMINUM

EQUALLY SPACED

WITH NUT AND WASHER.

3/8" Ø BRASS BOLTS (4)

3/8" CLOSED CELL NEOPRENE RUBBER GASKET

7 1/4" X 1/4" ALUMINUM

3/8" ALUMINUM RODS

L3x3x1/4 X 2" LONG

COVER PLATE, 1/4" THICK

21" Ø STAINLESS STEEL

TACK WELD NUTS TO WELD RING

STEEL NUTS (4 REQUIRED)

5/8" Ø BRASS BOLTS WITH STAINLESS

E R P

E P

O R

C R

E E

N P

E Q

E D

B L

A N

K P

E Q

E D

P O

R T

C R

E E

N P

3' DIA. CONCRETE SLAB

2020/10/07

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

B-501

C K

M A

N N

C H

W H

E E

L E

R P .E

R E

F W

E L L D

E T

Y P

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

B-502

C K

M A

N N

C H

W H

E E

L E

R P .E

R E

F W

E L L T

A B

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

EDGE OF ACCESS ROAD

CONSTRUCTION LIMITS FOLLOW

EDGE OF ACCESS ROAD

CONSTRUCTION LIMITS FOLLOW

30' FROM EDGE OF EXISTING PAVED DITCH

CONSTRUCTION LIMITS EXTEND

EDGE OF LEVEE RAMP

CONSTRUCTION LIMITS FOLLOW

MESD LEVEE CENTERLINE

RW-035 (TBA)

RW-036 (TBA)

RW-037 (TBA)

RW-038 (TBA)

RW-039 (TBA)

RW-040 (TBA)

RW-041 (TBA)

RW-042 (TBA)

RW-043 (TBA)

RW-044 (TBA)

RW-35XA

RW-35XB

RW-35XC

RW-36XA

RW-36XB

RW-37X

RW-37XA

RW-37XB

RW-38XA

RW-38XB

RW-38XC

RW-38XD

RW-38XE

RW-39XA

RW-39XB

RW-39XC

RW-39XD

RW-39XE

RW-40XA

RW-41X

RW-41A

RW-42X

RW-42XA

RW-43XA

RW-43XB RW-44X

RW-44XB

PLACED IN MIDDLE OF DITCH (TYPICAL)

NEW RELIEF WELLS TO BE

GRANITE CITY LIFT STATION

2020/10/08

T L

O U

M O

S T L

O U

T R

P R

U C

E S

T R

E E

S E

T H T L

A N

G E

N D

O R

C-101

S L

A N

G E

N D

O R

S T

C L

O U

N T

E S

T L

L O

O D P

R O

T E

C T

N P

R O J E

C T O

R M

E S

A C

K A

G E

H A

S E

P I

E R

R E

F W

E L L P

L A

SCALE: 1" = 50'

RELIEF WELL PLAN

GENERAL SHEET NOTES

WELLS AND REPLACED TO ORIGINAL CONDITION. SEE R-001.

2. DITCH TO BE REMOVED AS NECESSARY TO INSTALL RELIEF

LOCATION OF CENTER OF DITCH TO BE FIELD VERIFIED.

1. NEW RELIEF WELLS TO BE PLACED IN CENTER OF DITCH.

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

MES

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File details come from the government source that posted it. Updated Jul 8, 2021.