EXHIBIT B

DECLARATION OF COVENANTS AND RESTRICTIONS

ECI DEVELOPMENT CORPORATION

ECI Development Corporation, a Kansas corporation .

("Declarant"), hereby submits the real property described below

to the provisions of this Declaration of Covenants and

Restrictions ("Declaration"), and publishes and declares that all

of the following terms, conditions, restrictions and obligations

shall be deemed to affect and encumber all of the real property

described below, and shall run with the real property and shall

be a burden and a benefit to the Declarant, its successors and

assigns, and to all or any other persons acquiring or owning any

interest whatsoever in any portion of the real property described

below, and any improvements thereon, and such persons' grantees,

successors, heirs, executors, administrators, devisees and

assigns.

WITNESSETH:.

WHEREAS, Declarant is the owner of the following real

property (a 22.14 acre parcel) located in the City of Kansas.

City, Wyandotte County, Kansas, legally described as follows:

Lot 1, Argentine Industrial Park

as shown on the attached map designated "Exhibit A" which real

property is hereinafter referred to as "the Premises", and

WHEREAS, BancAmerica Commercial Corporation and the United

States Environmental Protection Agency (EPA) have entered into an

Administrative Consent Order, which has been filed In the Matter
of^ BancAmerica Commercial Corporation. Docket No. VII-90-F-0007,

on February 7, 1990, as amended on February 12, 1991, (the

"Consent Order"), and a certified copy of this, in addition to a

certified copy of the Unilateral Administrative Order issued La

the Matter ojL Kansas City Structural Steel Site. Docket No. VII92-F-0008, on December 11, 1991, as modified on December 16,

1992, are recorded in Plat Book 37, at page 28, in the Office of

the Register of Deeds of Wyandotte County, Kansas, and

WHEREAS, Declarant hereby submits the real property

described above to the provisions of this Declaration, and

publishes and.declares that all of the following terms,

conditions, restrictions and obligations shall be deemed to

affect and encumber all of the real property described above, and.

shall run with the real property and shall be a burden and a

benefit to the Declarant, its successors and assigns, and to all

or any other persons acquiring or owning any interest whatsoever

in any portion of the real property described above, and any

improvements thereon, and such persons' grantees, successors,

heirs, executors, administrators, devisees and assigns.

NOW THEREFORE, Declarant hereby states and declares as

follows:

1. Declarant shall not use nor allow others to use the

"consolidated fill/berm area" of the premises (as depicted in

Exhibit A) for any use. In addition, no construction of any type

(e.g., buildings, utilities, drainageways, roads) shall be

allowed in the consolidated fill/berm area.
2. Over the remainder of the premises, Declarant shall not

excavate or in any way disturb or allow others to excavate or in

any way disturb any fill material deeper than four feet below

existing grade, unless in accordance with the Operation and

Maintenance Plan for the Premises, as existing grade is defined

in the operation and maintenance requirements of the Removal

Action Report approved by EPA. Declarant shall limit

construction to structures with no basements or to structures

with crawl spaces not to exceed two feet in depth as measured

from the top of the existing finished grade to the bottom of the

excavation. Excavation for buried footings shall not exceed four

feet in depth as measured from the existing finished grade to the

bottom of the footing, unless in accordance with the Operation

and Maintenance Plan for the Premises.

3. Declarant shall maintain in good condition and repair,

or replace as necessary, the security fence surrounding the

consolidated fill/berm area, as depicted in Exhibit A attached

hereto, to restrict access to all persons except maintenance

workers, in accordance with the operation and maintenance

requirements of the Removal Action Report approved by EPA.

4. Declarant shall maintain in good condition and repair,

or replace as necessary, the clean gravel, geotextile, rip rap,

soil, and vegetative cover associated with the consolidated

fill/berm area as required in the operation and maintenance

requirements of the Removal Action Report approved by EPA. In

the event a cure or repair is necessary, Declarant shall have a

period of sixty (60) days from the date of discovery of a need

for repair to make such necessary repairs without being in

violation of this Declaration or any of its provisions or

restrictions.

5. Declarant shall maintain in good condition and repair,

or replace as necessary, the clean gravel cover at the existing

grade over the remainder of the premises in accordance with the

operation and maintenance requirements of the Removal Action

Report approved by EPA. In the event a cure or repair is

necessary, Declarant shall have a period of sixty (60) days from

the date of discovery of a need for repair to make such necessary

repairs without being in violation of this Declaration or any of

its provisions or restrictions.

6. In the event that Declarant desires to alter the final

grade over the remainder of the premises, Declarant shall place

additional material over the existing fill material to achieve

the required grade, thereby maintaining the minimum depth of fill

material, as set forth in the operation and maintenance

requirements of the Removal Action Report approved by EPA.

7. Declarant shall give, at least thirty (30) days prior.to

the conveyance of any interest in the premises, written notice of

these Covenants and Restrictions to the grantee and written

notice to the United States Environmental Protection Agency,

Region VII, of the proposed conveyance, including the name and

address of the grantee, and the date on which notice of the

Covenants and Restrictions was given to the grantee.
8. Declarant shall provide in any deed, title, or other

instrument of conveyance for the Premises, a notice stating that

the Premises is subject to the Consent Order and Unilateral

Administrative Order and this Declaration.

9. Declarant and the United States shall have the right to

sue for and obtain an injunction, prohibitive or mandatory, to

prevent the breach of or to enforce the observance of the

provisions set forth above, in addition to any legal action for

damages, and the costs of such actions, whether injunctive or

legal, when incurred shall be a charge on the Premises and a lien

thereon. The failure of Declarant or the United States to

enforce any of the provisions set forth herein at the time of its

violation shall in no event be deemed a waiver of the rights to

do so later.

All of the above restrictions shall run with the land and be

binding upon Declarant and its respective successors, assigns,

and transferees. The restrictions set forth in paragraphs 2, 4,

and 5 above shall continue in perpetuity. The remaining .

restrictions shall remain in full force and effect unless and

until EPA issues a determination in writing to.either modify or

terminate the restrictions in response to a petition from the

Declarant, as provided below. A copy of these restrictions shall

be provided to all respective successors, assigns and

transferees. '

Declarant may petition the Regional Administrator of the

EPA, Region VII, or his delegate, to modify or terminate the deed
restrictions in paragraphs 1 and 3 above. Any petition for

modification or termination shall state the specific provision

sought to be modified or terminated and the proposed additional

uses of the property. Any proposed modifications or terminations

must not be inconsistent with the requirements set forth in the

Consent Order, the Unilateral Administrative Order, and the

operation and maintenance requirements of the Removal Action

Report approved by EPA. The Regional Administrator may allow or

deny the petition or portions of the petition.

No provision of this Declaration shall be construed so as to

violate any applicable zoning laws, regulations or ordinances.

If any such conflict does arise, the applicable zoning laws,

regulations or ordinances shall prevail, unless they are

inconsistent with CERCLA.

THIS DECLARATION shall continue in full force and effect

until such time as a notice of termination of this Declaration,

executed by Declarant and an authorized representative of the

United States has been filed with the office of the Register of

Deeds of Wyandotte County, Kansas.

The undersigned persons exe.cuting this Declaration on behalf

of the Declarant represent and certify that they are duly

authorized and have been fully empowered to execute and deliver

this Declaration.

IN WITNESS WHEREOF, ECI Development Corporation has caused

this instrument to be executed this _____ day of _______,

1995.
ECI DEVELOPMENT CORPORATION

By:________________________

State of

County of

On this ____ day of _________, 1995, before me,

___________, a Notary Public, appeared

of ECI Development Corporation, a

corporation duly organized, incorporated and existing under and

by virtue of the laws of the State of Kansas, personally known to

me to be the person who executed the foregoing instrument on

behalf of said corporation and acknowledged the execution of same

to be the act and deed of said corporation.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed

my official seal the day and year last above written.

Notary Public

My commission expires:____________________
EXHIBIT C

OPERATION AND MAINTENANCE PLAN

FOR

LOT 1, ARGENTINE INDUSTRIAL PARK

KANSAS CITY, KANSAS

Prepared by:

Hydrometrics, Inc.

2727 Airport Road

Helena, Montana 59601

April, 1995
TABLE OF CONTENTS

1. GENERAL

2. OPERATIONAL REQUIREMENTS .......................... 2

2.1 CONSOLIDATED FILL/BERM ....................... 2

2.2 OTHER AREAS OF THE SITE ....................... 2

2.3 DEED RESTRICTIONS ON SITE ..................... 2

3. MAINTENANCE REQUIREMENTS ........................... 4

3.1 GRAVEL COVER .................................. 4

3 . 2 VEGETATION ..................................... 4

3.3 CONSOLIDATED FILL/BERM PERIMETER FENCING ..... 4

3.4 STORM DRAINS ................................. 4

3.5 WATER LINES ................................... 5

3.6 TOE DRAIN ..................................... 5

LIST OF FIGURES

FIGURE OM - 1. AS-BUILT FINAL GRADING PLAN

FIGURE OM - 2. TYPICAL CONSOLIDATED FILL/BERM AS-BUILT

CROSS SECTION AND DETAILS

LIST OF TABLES

TABLE 3-1. FINAL FILL DEPTHS AND LEAD CONCENTRATIONS

LIST OF APPENDICES

APPENDIX 1. SURVEYOR'S NOTES
1. GENERAL

The following details the operation and maintenance requirements

for the former Kansas City Structural Steel Site. The 22.14 acre

site is known as Lot 1 of the Argentine Industrial Park and is

recorded in Plat Book 37 at page 28 in the Wyandotte County,

Kansas, Register of Deeds Office. Residential construction/use is

not permitted at this site which is zoned M-3, Heavy Industrial.

The operation and maintenance requirements detailed below are in

accordance with the Modified Unilateral Administrative Order, dated

December 16, 1992 and issued by Region VII of the US Environmental

Protection Agency.

The current ownerJ or subsequent owners or lessees, shall be

responsible for completing the operation and maintenance of the

site as detailed.
2. OPERATIONAL REQUIREMENTS

2.1 CONSOLIDATED FILL/BERM

No future site construction will be allowed which will adversely

impact the consolidated fill/berm area as indicated on Figure OM-1.

No structures may be built in this area. No drainage paths,

roadways, or landscaping may be placed so that the protective cap

could be damaged due to increased traffic, water runoff or erosion.

2.2 OTHER AREAS OF THE SITE

Construction on all other portions of the site must be restricted

so that excavation into the potentially contaminated material does

not occur, except as otherwise provided in this plan.

2.3 DEED RESTRICTIONS ON SITE

The following restrictions have been placed on the deed to the

property:

1. No one shall use nor allow others to use the consolidated

fill/berm area of the premises, as shown on the attached

map designated as Figure OM-1, for any use.

2. Construction in the remainder of the site, as shown on

Figure OM-1, shall be limited to structures with no

basements or to structures with crawl spaces not to

exceed two feet in depth as measured from the top of the

existing finished grade to the bottom of the excavation.

In general, excavation for buried footings will not

exceed four feet in depth as measured from existing

finished grade to the bottom of the footing. Existing

grade shall be defined as those final elevations listed

on pages 91 to 125 of Appendix 1, Surveyor's Notes.

Notwithstanding the foregoing, in the development of the

property, excavations for deeper footings, for utilities,

for poles, or for any other development need, the

imported soil cover may need to be penetrated. For such

purposes, during excavation the imported soil cover may

be penetrated and the imported soils segregated from the

potentially contaminated material. The potentially

contaminated soil will be segregated and protected so as

not to migrate from the property. Upon completion of the

work, the potentially contaminated material will be

placed in the excavation first, followed by backfilling

with the imported soil. Additional clean soil cover will

be added, as necessary, to maintain the original depth of

the cover soil as detailed in Table 3-1. All such

handling of potentially contaminated material will be
conducted in accordance with EPA requirements and

approved procedures.

3. The perimeter fence surrounding the consolidated

fill/berm, as shown in Figure OM-1, shall be maintained

in good condition and repaired or replaced, if necessary,

to restrict access to the consolidated fill/berm to all

persons except maintenance workers.

4. The clean gravel, geotextile, riprap, soil and vegetative

cover associated with the consolidated fill/berm area,

and detailed in figure OM-2, shall be maintained in good

condition and repaired or replaced, if necessary.

5. The clean gravel cover over the remainder of the

premises, other than the consolidated fill/berm (See

Figure OM-1), shall be maintained in good condition,

repair and at the existing grade, plus or minus 6 inches.

6. The minimum cover requirements on the site must be

maintained. If the final grade is to be altered,

additional material must be placed over the existing

grade. .
3. MAINTENANCE REQUIREMENTS

3.1 GRAVEL COVER

The gravel cover on the site should be inspected in the spring and

fall to determine if there are low lying areas which hamper the

drainage of runoff from the site or if any rutting of the surface

has occurred. Additional gravel may be required to be placed,

graded and compacted to repair any problem areas and maintain the

existing grades detailed in Figure OM-1 and Table 3-1. This type

of maintenance is normal for graded gravel surfaces and is not an

increase or special requirement of the site.

3.2 VEGETATION

Grass has been seeded on the slope adjacent to Metropolitan Avenue,

on the consolidated fill/berm and on the areas outside of the

perimeter fence. The grass should be mowed, fertilized and sprayed

for weeds, as necessary. Any bare spots which may occur and cause

erosion should be re-seeded at the first opportunity where

vegetation can be established. Shrubs, trees and any other

vegetation whose roots may breach the consolidated fill/berm cover

should be removed annually from the consolidated fill/berm area if

mowing does not control their growth.

3.3 CONSOLIDATED FILL/BERM PERIMETER FENCING

The chain link fence surrounding the consolidated fill/berm area

must be adequately maintained. It must be inspected at least

annually for damage. Fence posts, gates, fence fabric and tie

wires should be inspected and any problems must be corrected within

four weeks of the discovery of the need for repair. Maintenance of

the site perimeter fencing will be at the discretion of the

property owner.

3.4 STORM DRAINS

The drop inlets for the storm drains should be inspected annually.

Particular attention should be placed on insuring that sediment has

not accumulated in the storm drain system. Any sediment which has

accumulated should be removed as soon as possible after the need is

determined. In the unlikely event that the need arises to excavate

to repair/replace the storm drain drop inlets, or piping, the

imported soil cover may be penetrated. In such an event, the

imported soils must be segregated from the potentially contaminated

material during excavation. The potentially contaminated material

must be placed in the excavation first during backfilling followed

by the imported soil. Additional imported backfill material may be
necessary to maintain the original depth of the cover soil as

detailed in Table 3-1.

3.5 WATER LINES

There are several potable water and sanitary sewer lines which pass

through the site. Their exact locations are not known. The

maintenance of these respective lines is the responsibility of

other parties. In the event that the need arises to excavate to

repair/replace the potable water or sanitary sewer lines, the

imported soil may be penetrated. The property owner is responsible

to ensure that the imported soils are segregated from the

potentially contaminated material during excavation. The

potentially contaminated material must be placed in the excavation

first during backfilling followed by the imported soil. Additional

imported backfill material may be necessary to maintain the

original depth of clean soil cover as detailed in Table 3-1.

3.6 TOE DRAIN

The toe drain installed as shown on Figure OM-1 and Figure OM-2

must be adequately cleaned to ensure that water can flow through

the line and relieve pressure on the consolidated fill/bertn.

Inspect the outlet to the toe drain in the storm sewer drop inlet

located in grid A-10 annually. (See Figure OM-1 for location.)

and flush or clean the toe drain as necessary as soon as practical

after the need for cleaning is determined.
Existing Fence

Metropolitan

Avenue

Geotextile Fabric

(Anchored In

Native Soil)

12" Min. Cover Sqil Layer With 2%

Finished Grade With Vegetative Cover

on 4:1 Side Slope

See Detail A'

i

6" Gravel

6" Min. Solidified/Stabilized

(S/S) Treated Soil

Existing

Embankment

Approx 30' Consolida

Fill Material

Geotextile Fabric

See Detail B

Consolidated Fill

8" Perforated

Pipe(Slope To Drain)

Drain Gravel

Geotextile Fabric

Undisturbed Soil

DETAIL Q

Geotextile Fabric

Grayel

(6" Min.)

CROSS-SECTION OF

TYPICAL CONSOLIDATED FILL/BER

NOT TO SCALE

-2% Finished Grade

4:1 Slope -

12" Cover Soil With

Vegetative Cover

Toje Drain

See Detail C

6" Gravel

S/S Soil

(6" Min.

4:1 Slope12" Cover Soil With

Vegetative Cover

S/S Soil

(6" Min.)

Consolidated

Fill Material

DETAIL A

NOT TO SCALE

Consolidated

Fill Material

Undisturbed Soil

Geotextile

Fabric

NOT TO SCALE

Proj. No: ASKC01

Dwg. No: OM-2

Drawn By. 0064

Last Update: 03/15/95

Ref. Dwg:OM-2

Rev. Date: 01/13/94

Hydrometrics, Inc. V

FIGURE OM-2

Typical Consolidation Fill/Berm

As BuM Cross Section & Details

Asarco Ind - Kansas City Structural Steel Site

Contour Lines

Supplementary Contour Lines

Outline of Former Building Slabs

Storm Sewer Drop Inlet

Consolidated Fill Perimeter Fence

Rock Armored Drainage ways

Disposal Cell Location

Toe Drain Location

•~"""==>*,»

50 100 200

CONSOLIDATED.-—.:

FILL/BERM AREA

Proj. No: ASKC01

Dwg. No: OM-1

Drawn By: 0064

Last Update: 03/16/95

Ref. Dwg: OM-1

Rev. Date: 07/26/94

Figure OM-1

As Built Final Grading Plan

Asarco Inc. - Kansas City Structural Steel Site

Hydrometrics, Inc
'•^^m^-:

.ii
TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTRATIONS

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION)

A5(SW)

A6(SW)

A7(SW)

A8(SW)

A9(SW)

A10(SW)

A11 (SW)

A12(SW)

AA03 (SW)

AA04 (NE)

AA04 (SE)

AA04 (SW)

AA05 (NE)

AA05 (SE)

AA06 (NE)

AA06 (SC)

AA07 (NC)

AA07 (SC)

AA08 (NC)

M08 (SW)

AA09 (NE)

AA09 (NW)

AA09 (SE)

AA09 (SW)

AB03 (SW)

AB004 (SW)

AB005 (SW)

AC004 (SW)

AC03 (SW)

AC06 (SE)

AC07 (SE)

AC08 (SE)

AC09 (SE)

Original

Ground

Elevation

756.36

756.36

759.00

759.00

759.00

758.92

759.70

759.62

751 .71

754.60

755.20

755.25

751.50

751 .50

751.50

751 .50

751 .50

751 .50

751 .50

751.50

751 .50

751 .50

751 .50

751 .50

753.00

755.77

750.00

753.46

752.24

750.92

750.92

750.92

750.92

Excavated

Elevation *

NE

NE

NE

NE

NE

756.64

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE '

NE

NE

NE

NE .

NE

748.98

750.23

NE

749.63

749.07

NE

NE

NE

NE

Final

Ground

Elevation

761 .99

762.40

762.95

763.20

763.22

763.54

763.92

764.10

755.19

758.61

759.25

759.35

759.09

759.49

756.61

756.91

756.12

756.61

756.39

756.62

757.22

756.60

757.45

757.10

753.43

756.09

754.01

753.48

752.24

756.29

755.99

756.09

756.11

Lead Level

At Excavated

Elevation**

NT

NT

NT

NT

NT

5498

NT

NT

NT

NT

NT

NT

NT

NT

. NT

. NT.

NT

NT

NT

NT

NT

NT

NT

NT

1815

2694

NT

760

317

NT

NT

NT

NT

Final

Depth of

Fill

5.63

6.04

3.95

4.20

4.22

6.90

4.22

4.48

3.48

4:01

4.05

4.10

7.59

7.99

5.11

5.41

4.62

5.11

4.89

5.12

5.72

5.10

5.95

5.60

4.45

5.86

4.01

3.85

3.17

5.37

5.07

5.17

5.19

Class of

Mat'l

***

NC

NC

NC

NC

NC

I

II

II

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

II

III

III

II

II

NC

NC

NC

NC

TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTRATIONS (Continued)

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION)

AD004 (SW)

AD005 (SW)

ADOS (SW)

AD06 (SE)

AD07 (SE)

ADOS (SE)

AD09 (SE)

AE005 (SW)

AE03 (SW)

AE04 (SW)

AE06 (SE)

AE07 (SE)

AE08 (SE)

AE09 (SE)

AF03 (SW)

AF04 (SW)

AF05 (SW)

AF06 (SE)

AF07 (SE)

AF08 (SE)

AF09 (SE)

AG03 (SW)

AG04 (SW)

AG05 (SW)

AG06 (SE)

AGO? (SE)

AG08 (SE)

AG09 (SE)

AH01 (SW)

AH02 (SE)

AH02 (SW)

AH03 (SW)

AH04 (SW)

Original

Ground

Elevation

750.99

751.62

751.26

750.92

750.92

750.92

750.92

750.92

750.98

751.04

750.92

750.92

750.92

750.92

750.75

750.89

750.92

750.92

750.92

750.92

750.92

750.51

750.92

750.87

750.92

750.92

750.92

750.92

749.60

750.11

749.37

750.53

751.42

Excavated

Elevation *

747.91

747.46

748.86

NE

NE

NE

NE

749.36

747.91

749.30

NE

NE

NE

NE

748.68

748.76

749.33

NE

NE

NE

NE

748.55

746.67

748.79

NE

NE

NE

NE

745.85

746.53

745.06

747.27

746.77

Final

Ground

Elevation

751 .88

752.07

751 .75

755.71

755.23

755.68

756.07

751.20

751 .29

751.37

755.12

755.20

755.42

755.81

750.91

751 .48

751.16.

755.12

755.11

755.22

755.32

750.65

751.49

750.95

755.01

754.98

755.03

755.26

750.14

750.79

750.32

750.86

751.57

Lead Level

At Excavated

Elevation **

NT

2134

421

NT

NT

NT .

NT

571

154

488

NT

NT

NT

NT

592

403

123

NT

NT

NT

NT

400

NT

520

NT

NT

NT

NT

394

487

487

454

1313

Rnal

Depth of

Fill

3.97

4.61

2.89

4.79

4.31

4.76

5.15

1.84

3.38

. 2.07

4.20

4.28

4.50

4.89

. 2.23

2.72

1.83

4.20

4.19

4.30

4.40.

2.10

4.82

2.16

4.09

4.06

4.11

4.34

4.29

4.26

5.26

3.59

4.80

Class of

Mat'l

***

I

II

II

NC

NC

NC

NC

II

NC

. NC

NC

NC

NC

NC

II

II

NC

NC

NC

NC

NC

II

II

NC

NC

NC

NC

NC

II

II

II

II

II
TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTRATIONS (Continued)

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION

AH05 (SE)

AH06 (SE)

AH07 (SE)

AH08 (SE)

AH09 (SE)

AI01 (SW)

AI02 (NE)

AI02 (SE)

AI03 (SW)

AI04 (NE)

AI05 (SW)

AI06 (SE)

AI07 (SE).

AIOS-(SE)

AJ002 (SW)

AJ01 (SW)

AJ02 (SW)

AJ03 (SW)

AJ04 (SW)

AJ05 (SW)

AK03 (SW)

AK04 (SW)

AK05 (MID)

AL003 (SW)

AMOS (NE)

B5(SW)

B6(SW)

B7(SW)

B8(SW)

B9(SW)

B10(SW)

B11 (SW)

B12(SW)

Original

Ground

Elevation

750.89

750.92

750.92

750.92

750.92

750.89

750.74

750.40

750.86

750.41

750.88

750.92

750.92

750.92

750.1 1

750.57

750.86

750.24

750.63

750.41

750.18

750.97

751 .42

750.62

749.07

756.36

756.36

758.74

758.74

758.91

759.52

759.54

759.53

Excavated

Elevation *

749.27

NE

NE

NE

NE

747.15

747.26

746.73

746.86

747.23

748.96

NE J

NE

NE

746.05J

746.61

7.47.38

748.09

747.23

746.31

746.09

747.06

747.47

747.68

749.16

NE

NE

NE

NE

NE

NE

NE

NE

Final

Ground

Elevation

755.01

755.01

755.02

755.03

755.57

751.17

751 .40

750.82

751 .23

751 .25

750.93

754.95

754.93

755.09

751 .31

750.99

751 .45

750.31

750.94

750.59

750.21

751 .27

751 .48

751.87

753.91

761 .95

762.30

762.76

762.80

762.94

763.02

763.65

763.65

Lead Level

At Excavated

Elevation **

614

NT

NT

NT

NT

NT

NT

597

336

702

387

NT

NT

NT

NT

832

369

493

91

NT

NT

NT

NT

1289

NT

NT

NT

NT

NT

NT

NT

NT

NT

Final

Depth of

Fill

5.74

4.09

4.10

4.11

4.65

4.02

4.14

4.09

4.37

4.02

1.97

4.03

4.01

4.17

5.26

4.38

4.07

2.22

3.71

4.28

4.12

4.21

4.01

4.19

4.75

5.59

5.94

4.02

4.06

4.03

3.50

4.11

4.12

Class of

Mat'l

***

NC

NC

NC

NC

NC

II

II

II

NC

NC

NC

NC

NC

NC

I

II

II

NC

NC

II

NC

NC

NC

III

NC

NC

NC

NC

NC

NC

II

II

II
TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTRATIONS (Continued)

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION)

B13(SW)

B14(SW)

B15(SW)

B16(SW)

B17(SW)

C5(SW)

C6(SW)

C7(SW)

C8(SW)

C9(SW)

C10(SW)

C11 (SW)

C12(SW)

C13(SW)

C14(SW)

CIS (SW)

C16(SW)

C17(SE)

C17(SW)

D5 (NW)

D5(SW)

D6(NW)

D6(SW)

D7(NW)

D7(SW)

D8(NW)

D8(SW)

D9(NW)

D9(SW)

D10(NW)

D10(SW)

D11 (NW)

D11 (SW)

Original

Ground

Elevation

760.11

760.34

760.08

760.29

760.55

754.98

756.61

757.63

757.77

758.58

758.68

759.08

759.62

759.90

759.99

760.12

760.27

760.95

760.46

754.04

754.21

755.11

756.00

756.08

757.43

757.99

757.60

758.07

757.80

758.19

758.00

758.28

758.16

Excavated

Elevation *

NE

NE

NE

NE

NE

NE

754.40

755.42

755.15

NE

756.30

756.08

757.45

757.78

757.69

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

753.00

NE

NE

NE

NE

NE

Final

Ground

Elevation

764.20

764.55

764.67

764.79

764.72

759.27

761 .39

762.11

762.13

762.62

762.89

763.11

763.68

763.90

764.31

764.52

764.78

765.23

764.93

L 758.24

758.48

759.18

- 760.30

760.12

761.52

761 .99

761 .66

762.22

761 .85

762.30

762.02

762.45

762.35

Lead Level

At Excavated

Elevation **

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

Final

Depth of

Fill

4.09

4.21

4.59

4.50

4.17

4:29

6.99

6.69

6.98

4,04

6.59

7.03

6.23

6.12

6.62

4.40

4.51

4.28

4.47

4.20

4.27

4.07

4.30

4.04

4.09

4.00

4.06

4.15

4.05

4.11

4.02

4.17

4.19

Class of

Mat1!

***

II .

II

II

II

II

II

II

I

II

. II

III

III

III

III

II

II

III

III

III

Ml

III

III

III

III

II

II
TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTRATIONS (Continued)

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION)

D12(NW)

D12(SW)

D13(NW)

D13(SW)

D14(NW)

D14(SW)

D15(NW)

D15(SW)

D16(NW)

D16(SW)

D17(NW)

D17(SW)

D18(NW)

D18(SW)

E5 (SW)

E6(SW)

E7(SW)

E8(SW)

E9(SW)

E10(SE)

E11 (SE)

E12(SE)

E13(SE)

E14(SE)

E15(SE)

E16(SE)

E17(SE)

E18(SE)

F5(SW)

F6(SW)

F7 (SW)

F8 (SW)

F9 (SW)

Original

Ground

Elevation

758.34

758.18

758.40

758.60

758.40

758.66

758.45

758.98

759.37

759.10

759.40

759.94

759.94

759.96

754.04

755.11

756.08

757.99

758.07

756.58

757.46

757.88

758.00

757.91

758.25

757.87

757.52

757.69

753.36

755.08

755.81

755.48 j

756.35

Excavated

Elevation *

NE

NE

755.92

756.23

NE

NE

756.23

756.75

756.67

757.02

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

756.10

NE

754.36

NE

NE

NE

NE

NE

NE

Final

Ground

Elevation

762.52

762.38

762.71

762.75

762.59

762.71

762.48

763.24

763.41

763.29

763.45

764.26

763.94

764.18

758.24

759.30

760.12

761 .99

762.22

760.88

761 .52

762.02

762.08

762.37

762.35

761.92

761 .69

761 .84

757.53

758.64

759.37

759.62

760.64

Lead Level

At Excavated

Elevation **

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

Final

Depth of

Fill

4.18

4.20

6.79

6.52

4.19

4.05

6.25

6.49

6.74

6.27

4.05

4.32

4.00

4.22

4.20

4.19

4.04

4.00

4.15

4.30

4.06

4.14

NT | 4.08

NT

NT

NT

NT

NT

I 4.46

6.25

4.05

7.33

4.15

NT | 4.17

NT

NT

NT

NT

3.56

3.56

4.14

4.29

Class of

Mat'l

***

II

II

I

I

II

II

I

I

I

I

II

II

III

III

II

II

II

NC

NC

NC

I .

I

III

II

I

II

I

II

NC

III

III

II

II
TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTRATIONS (Continued)

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION)

F10(SE)

F11 (SE)

F12(SE)

F13(SE)

F14(SE)

F15(SE)

F16(SE)

F17(SE)

F18(SE)

F19(SW)

F19(SE)

Original

Ground

Elevation

756.57

757.05

757.18

757.26

757.31

757.41

757.42

757.60

757.52

758.77

758.41

F20(SE) | 757.24

G5(SW)

G6(SW)

G7(SW)

G8(SW)

G9(SW)

G10(SE)

G1 1 (SE)

G12(SE)

G13(SE)

G14(SE)

G15(SE)

G16(SE)

G17 (SE)

G19(SW)

G20 (SE)

G21 (NE)

G21 (SE)

G22 (NE)

G22 (SE)

G23 (SE)

H5 (SW)

752.70

754.73

755.62

753.82

[_ 755.07

755.18

755.47

755.66

757.14

757.23

757.30

757.29

757.48

758.88

757.48

755.11

757.45

756.01

756.81

756.68

752.25

Excavated

Elevation *

NE

NE

NE

NE

NE

NE

NE

NE

NE

756.40

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

756.32

NE

NE

NE

NE

NE

NE

NE

Final

Ground

Elevation

760.85

761.13

761 .42

761.49

761.45

761 .53

761 .53

761 .73

761.61

761 .61

762.86

762.36

756.78

758.93

759.68

758.50

759.29

759.71

760.28

760.93

761.26

761 .32

761 .37

761.34

761.50

761 .63

762.25

759.69

761.78

760.31

761.83

761.26

756.60

Lead Level

At Excavated

Elevation **

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

Final

Depth of

Fill

4.28

4.08

4.24

4.23

4.14

4.12

4.11

4.13

4.09

5.21

4.45

5.12

4.08

4.20

4.06

4.68

4.22

4.53

4.81

5.27

4.12

4.09

4.07

4.05

4.02

5.31

4.77

4.58

4.33

4.30

5.02

4.58

4.35

Class of

Mat1 1

***

II

II

II

II

II

II

III

III

11

III

III

II

NC

II

II

II

III

II

II

II

III

II

III

III

II

III

III

II

II

II

II

II

NC

TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTFIATIONS (Continued)

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION)

H6(SW)

H7(SW)

H8(SW)

H9(SW)

H10(SE)

H11 (SE)

H12(SE)

H13(SE)

H14(SE)

H15(SE)

H16(SE)

H17(SE)

H18(SE)

H19(NE)

H20(NE).

15 (SW)

16 (SW)

HO(SE)

111 (SE)

I12(SE)

I13(SE)

114 (SE)

I15(SE)

I16(NE)

I17(NE)

I18(NE)

J5.(SW)

J6(SW)

J7(NW)

J7(SW)

J8(SW)

J9 (SW)

J11 (NE)

Original

Ground

Elevation

752.25

754.73

753.71

754.35

755.16

755.89

756.08

756.26

756.31

756.91

756.85

757.89

758.44

754.21

754.64

755.50

752.25

757.52

757.99

758.21

759.29

758.42

759.81

753.75

754.05

754.16

751.40

751.61

751.70

752.23

751.80

751 .80

751.92

Excavated

Elevation *

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

750.83

751.41

753.26

753.69

754.06

754.76

755.00

755.58

NE

NE

NE

747.09

747.13

746.30

748.97

750.18

750.16

749.79

Final

Ground

Elevation

757.39

758.75

757.96

758.76

759.25

759.99

760.23

760.37

760.75

761 .26

761 .29

761 .43

761.41

759.29

759.22

755.58

756.26

758.01

758.49

759.08

759.65

760.16

760.46

759.84

759.77

759.47

751 .59

751 .77

751.75

756.23

753.75

754.30

755.09

Lead Level

At Excavated

Elevation **

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT .

Final

Depth of

Fill

5.14

4.02

4.25

4.41

4.09

4.10

4:15

4.11

4.44

4.35

4.44

3.54.

2.97

5.08

4.58

4.75

4.85

4.75

4.80

5.02

4.89

5.16

4.88

6.09

5.72

5.31

4.50

4.64

5.45

7.26

3.57

4.14

5.30

Class of

Mat'l

***

NC

NC

II

II

III

II

II

II

I

II

II

III

III

II

II

NC

NC

II

II

II

II

II

III

11

1

1

II

II

II

II

II

II

II
TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTRATIONS (Continued)

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION)

J11 (NW)

J13(NW)

J14(NW)

L03 (NE)

L04 (NE)

LOS (NE)

L06 (NC)

L07 (NW)

LOS (NW)

L09 (NE)

L09 (NW)

L5(SW)

L6(SW)

L7(SW)

L8(SW)

L9(SW)

L10(SW)

L11 (SE)

L11 (SW)

M5(SW)

M6(SW)

M7(SW)

M8(SW)

M9(SW)

M10(SW)

M11 (SE)

M11 (SW)

N03 (SE)

N03 (SW)

N04 (SE)

N05 (SE)

N06 (SC)

N07 (SW)

Original

Ground

Elevation

751 .02

752.33

752.55

755.36

J_ 755.35

755.34

755.35

755.31

755.31

755.40

755.40

755.43

755.43

759.71

759.69

759.75

759.69

759.73

759.70

755.43

755.43

759.71

759.75

759.73

759.69

759.12

759.20

754.48.

755.26

754.95

755.48

755.28

755.30

Excavated

Elevation *

748.87

750.20

750.37

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

Final

Ground

Elevation

754.35

756.05

756.07

762.27

760.51

760.63

762.52

761 .85

761 .63

760.93

761 .43

762.93

762.91

763.77

764.24

765.11

765.05

764.61

765.04

762.01

762.69

763.78

763.80

763.75

763.98

763.71

763.92

759.80

760.77

759.40

759.47

759.46

759.58

Lead Level

At Excavated

Elevation **

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

Final

Depth of

Fill

5.48

5.85

5.70

6.91

5.16

5.29

7.17

6.54

6.32

5.53

6.03

7.50

7.48

4.06

4.55

5.36

5.36

4.88

5.34

6.58

7.26

4.07

4.05

4.02

4.29

4.59

4.72

5.32

5.51

4.45

3.99

4.18

4.28

Class of

Mat'l

***

11

III

1

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC
TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTRATIONS (Continued)

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION)

N08 (SW)

N09 (SE)

N09 (SW)

P03 (SE)

P03 (SW)

P04 (SE)

P05 (SE)

P06 (SE)

P07 (SC)

P08 (SW)

P09 (SE)

P09 (SW)

X11 (SE)

X12(NW)

X12(SE)

X13(NW)

Y1 (NW)

Y1 (SE) J

Y2(NW)

Y2 (SE)

Y3(NW)

Y3 (SE)

Y4 (NW)

Y4 (SE)

Y5(NW)

Y5 (SE)

Y6 (NE)

Y6 (SE)

Y8 (NE)

Y8 (SE)

Y9 (NE)

Y9 (SE)

Y10(NE)

Original

Ground

Elevation

755.30

755.34

755.34

755.30

753.48

755.30

751 .50

751 .50

751 .50

751 .50

751 .55

751.55

751 .40

750.47

751 .88

750.66

749.27

750.81

749.41

751.50

749.57

751 .56

749.60

751.78

749.86

751 .36

749.92

751 .08

750.12

751.13

750.36

751.17

750.35

Excavated

Elevation *

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

NE

747.23

748.35

747.71

748.68

747.01

747.20

747.25

747.38

747.41

747.36

747.52

747.31

747.61

747.18

747.87

746.90

747.80

746.89

748.22

747.14

748.17

Final

Ground

Elevation

759.51

759.40

759.62

759.70

757.39

759.37

759.39

757.38

756.82

756.89

757.72

757.23

752.81

754.05

753.09

754.18

753.91

752.87

752.94

752.30

752.99

752.27

752.73

751 .52

753.11

751.47

753.18

751 .72

753.28

751.83

753.31

751.83

753.44

Lead Level

At Excavated

Elevation **

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

Final

Depth of

Fill

4.21

4.06

4.28

4.40

3.91

4.07

7.89

5.88

5.32

5.39

6.17

5.68

5.58

5.70

5.38

5.50

6.90

NT | 5.67

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

5.69

4.92

5.58

4.91

5.21

4.21

5.50

4.29

5.31

4.82

5.48

4.94

5.09

NT 4.69

NT 5.27

Class of

Mat'1

***

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

II

II

II

II

1

1

1

1

NC

NC

II

II

II

II

NC

NC

II

II

1

1

1
TABLE 3-1. FINAL FILL DEPTH AND LEAD CONCENTRATIONS (Continued)

Kansas City Structural Steel Site * NE = Not Excavated

** NT = Not Tested

*** NC = Not Classified. Grid

under concrete or asphalt

Grid

Number

(LOCATION)

Y10(SE)

Z1 (SW)

Z2(SW)

Z3(SW)

Z4 (SW)

Z5(SW)

Z6(SW)

Z8(SW)

Z9(SW)

Z10(SW)

SMA01 (SW

SMACOR1 (

SMACOR1 (

SMA 4-6 (S

SMA 7-9 (S

SMA 10-1 2 (

SMA 13-1 5 (

SMA 16-1 8 (

Original

Ground

Elevation

751.15

751 .42

751 .42

751.42

751.42

751.42

751.42

751.32

751.40

751 .70

Excavated

Elevation *

747.13

747.47

747.32

746.55

748.19

747.70

0.00

747.63

746.54

746.88

Final

Ground

Elevation

752.15

751 .48

751 .43

751.10

752.39

752.75

752.32

752.15

751 .43

751 .75

I

Lead Level

At Excavated

Elevation **

NT

929

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

NT

752

NT

317

Final

Depth of

Fill

5.02

4.01

4.11

4.55

4.20

5.05

752.32

4.52

4.89

4.87

4.27

4.17

4.22

4.22

4.21

2.16

4.28

2.27

Class of

Mat'l

***

I

II

I

II

II

II

II

I

I

I

II

II

II

III

II

III

II
APPENDIX 1

SURVEYOR'S NOTES
INDE X

O i2.»6i:ioiq6.

This Book is manufactured of a High Grade

50% Rag Ledger Paper having a Water Resistant Surface, and is sewed with Nylon Waterproof Thread.

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