EXHIBI T B DECLARATIONO F COVENANT S AN D RESTRICTION S 

### EC I DEVELOPMEN

T CORPORATION 

### EC I Developmen t Corporation , a Kansa s corporatio n . 

### ("Declarant") , hereb ysubmit s th e rea l propert ydescribe d belo w t o th e provision s o f thi s Declaratio n o f Covenant s and Restriction s ("Declaration") , and publishe s and declare s tha t al l o f th e following terms , conditions , restriction s and obligation s 

### shal l b e deeme d t o affec t and encumbe r al l o f th e rea l propert y describe d below , and shal l run wit hth e rea l propert yand shal l b e a burde n and a benefi t t o th e Declarant , it s successor s and assigns , an

d t o al l o r an

yothe r person s acquiring o r owning an y interes t whatsoeve r i n an yportio n o f the rea l propert ydescribe d below , and an

yimprovement s thereon , and suc hpersons ' grantees , 

### successors , heirs , executors , administrators , devisee s and assigns . WITNESSETH: . 

### WHEREAS , Declaran t i s th e owne r o f th e followin g rea l propert y( a 22.1 4 acr e parcel ) locate d i n th e Cit yo f Kansas . City , Wyandott e County , Kansas , legall ydescribe d a s follows :



### Lo t 1 , Argentin e Industria l Park a s show n o n th e attache d map designate d "Exhibi t A " whic hrea l propert yi s hereinafte r referre d t o a s "th e Premises" , and WHEREAS , BancAmeric a Commercia l Corporatio n and th e Unite d State s Environmenta l Protectio n Agenc y(EPA ) hav e entere d int o a n Administrativ e Consen t Order , whic hha s bee n file d I n th e Matte r

### of ^ BancAmeric a Commercia l Corporation . Docke t No . VII-90-F-0007 ,

o n February7 , 1990 , a s amende d o n February12 , 1991 , (th e 

### "Consen t Order") , and a certifie d cop yo f this , i n additio n t o a certifie d cop

yo f th e Unilatera l Administrativ e Orde r issue d L a the Matte r oj L Kansa s Cit yStructura l Stee l Site . Docke t No . VII 

### 92-F-0008 , on Decembe r 11 , 1991 , a s modifie d on Decembe r 16 , 1992 , ar e recorded i n Pla t Boo k 37 , a t pag e 28 , i n the Offic e o f 

### the Registe r o f Deed s o f Wyandott e County , Kansas , an d WHEREAS , Declaran t hereb ysubmit s the rea l property describe d above t o the provision s o f thi s Declaration , an d publishe s and.declare s tha t al l o f th e followin g terms , conditions , restriction s and obligation s shal l b e deeme d t o affec t and encumbe r al l o f th e rea l propert ydescribe d above , and . 

### shal l run wit hth e rea l propert yand shal l b e a burde n and a benefi t t o th e Declarant , it s successor s and assigns , and t o al l o r an yothe r person s acquiring o r owning an yinteres t whatsoeve r i n an yportio n o f the rea l propert ydescribed above , an d an y 

### improvement s thereon , an d suchpersons ' grantees , successors , heirs , executors , administrators , devisee s an d assigns . NOWTHEREFORE , Declaran t hereb ystate s an

d declare s a s follows : 

### 1 . Declaran t shal l no t us e no r allo wother s t o us e th e "consolidate d fill/bermarea " o f th e premise s (a s depicte d i n Exhibi t A ) fo r an

yuse . I n addition , n o constructio n o f an ytyp e (e.g. , buildings , utilities , drainageways , roads ) shal l b e allowe d i n th e consolidate d fill/bermarea .

### 2 . Ove r th e remainde r o f th e premises , Declaran t shal l no t

excavat e o r i n an

ywa ydistur bo r allo wother s t o excavat e o r i n an ywaydistur ban

yfil l materia l deepe r tha n four fee t belo w existin g grade , unles s i n accordanc e wit hth e Operatio n and 

### Maintenanc e Pla n fo r th e Premises , a s existin g grad e i s define d i n th e operatio n and maintenanc e requirement s o f th e Remova l Actio n Repor t approve d b yEPA . Declaran t shal l limi t 

### constructio n t o structure s wit hn o basement s o r t o structure s wit hcraw l space s no t t o excee d tw o fee t i n dept ha s measure d fromth e to p o f th e existin g finishe d grad e t o th e botto mo f th e 

### excavation . Excavatio n fo r burie d footing s shal l no t excee d four fee t i n dept ha s measure d fromth e existin g finishe d grad e t o th e botto mo f th e footing , unles s i n accordanc e wit hth e Operatio n and Maintenanc e Pla n fo r th e Premises . 3 . Declaran t shal l maintai n i n goo d conditio n and repair , o r replac e a s necessary , th e securit yfenc e surrounding th e consolidate d fill/bermarea, a s depicte d i n Exhibi t Aattache d hereto , t o restric t acces s t o al l person s excep t maintenanc e workers , i n accordanc e wit hth e operatio n and maintenanc e requirement s o f th e Remova l Actio n Repor t approve d b yEPA . 

### 4 . Declaran t shal l maintai n i n goo d conditio n and repair , 

### o r replac e a s necessary , th e clea n gravel , geotextile , ri p rap , soil , and vegetativ e cove r associate d wit hth e consolidate d 

### fill/ber mare a a s require d i n th e operatio n and maintenanc e requirement s o f th e Remova l Actio n Repor t approve d b yEPA . I n th e even t a cur e o r repai r i s necessary , Declaran t shal l hav e a

### perio d o f sixt y(60 ) day s fro mth e dat e o f discoveryo f a nee d fo r repai r t o mak e suc hnecessar yrepair s withou t being i n 

### violatio n o f thi s Declaratio n o r an yo f it s provision s o r restrictions . 5 . Declaran t shal l maintai n i n goo d conditio n and repair , 

### o r replac e a s necessary , th e clean grave l cove r a t th e existing grad e ove r th e remainde r o f th e premise s i n accordanc e wit hth e operatio n and maintenanc e requirement s o f th e Remova l Actio n Repor t approve d b

yEPA . I n th e even t a cur e o r repai r i s 

### necessary , Declaran t shal l hav e a perio d o f sixt y(60 ) day s from th e dat e o f discoveryo f a nee d fo r repai r t o mak e suc hnecessary repair s withou t bein g i n violatio n o f thi s Declaratio n o r an yo f it s provision s o r restrictions . 

### 6 . I n th e even t tha t Declaran t desire s t o alte r th e fina l 

### grad e ove r th e remainde r o f th e premises , Declaran t shal l plac e additiona l materia l ove r th e existin g fil l materia l t o achiev e th e require d grade , thereb ymaintainin g th e minimu mdept ho f fil l 

### material , a s se t fort hi n th e operatio n and maintenanc e requirement s o f th e Remova l Actio n Repor t approve d b yEPA . 

### 7 . Declaran t shal l give , a t leas t thirt y(30 ) day s prior.t o th e conveyanc e o f an yinteres t i n th e premises , writte n notic e o f 

### thes e Covenant s and Restriction s t o th e grante e and writte n notic e t o th e Unite d State s Environmenta l Protectio n Agency , Regio n VII , o f th e propose d conveyance , includin g th e nam e and 

### addres s o f th e grantee , and th e dat e o n whic hnotic e o f th e Covenant s an d Restriction s wa s give n t o th e grantee .

### 8 . Declaran t shal l provid e i n an ydeed , title , o r othe r instrumen t o f conveyanc e fo r th e Premises , a notic e statin g tha t th e Premise s i s subjec t t o th e Consen t Orde r and Unilatera l Administrativ e Orde r and thi s Declaration . 9 . Declaran t and th e Unite d State s shal l hav e th e righ t t o su e fo r and obtai n a n injunction , prohibitiv e o r mandatory , t o 

### preven t th e breac ho f o r t o enforc e th e observanc e o f th e provision s se t fort habove , i n additio n t o an ylega l actio n fo r damages , and th e cost s o f suc hactions , whethe r injunctiv e o r 

### legal , whe n incurre d shal l b e a charg e o n th e Premise s and a lie n thereon . Th e failur e o f Declaran t o r th e Unite d State s t o enforc e an

yo f th e provision s se t fort hherei n a t th e tim e o f it s violatio n shal l i n n o even t b e deeme d a waive r o f th e right s t o 

### d o s o later . Al l o f th e abov e restriction s shal l run wit hth e land and b e 

### bindin g upo n Declaran t and it s respectiv e successors , assigns , and transferees . Th e restriction s se t fort hi n paragraph s 2 , 4 , and 5 abov e shal l continu e i n perpetuity . Th e remainin g . restriction s shal l remai n i n ful l forc e and effec t unles s and unti l EP Aissue s a determinatio n i n writin g to.eithe r modif yo r terminat e th e restriction s i n respons e t o a petitio n fromth e Declarant , a s provide d below . Acop yo f thes e restriction s shal l b e provide d t o al l respectiv e successors , assign s and 

### transferees . ' Declaran t maypetitio n th e Regiona l Administrato r o f th e 

### EPA , Regio n VII , o r hi s delegate , t o modif yo r terminat e th e dee d

### restriction s i n paragraph s 1 and 3 above . An ypetitio n fo r modificatio n o r terminatio n shal l stat e th e specifi c provisio n sough t t o b e modifie d o r terminate d and th e propose d additiona l use s o f th e property . An ypropose d modification s o r termination s mus t no t b e inconsisten t wit hth e requirement s se t fort hi n th e Consen t Order , th e Unilatera l Administrativ e Order , and th e operatio n and maintenanc e requirement s o f th e Remova l Actio n 

### Repor t approve d b

yEPA . Th e Regiona l Administrato r mayallo wo r den yth e petitio n o r portion s o f th e petition . No provisio n o f thi s Declaratio n shal l b e construe d s o a s t o violat e an

yapplicabl e zonin g laws , regulation s o r ordinances . 

### I f an ysuc hconflic t doe s arise , th e applicabl e zonin g laws , regulation s o r ordinance s shal l prevail , unles s the yar e inconsisten t wit hCERCLA . THI S DECLARATIONshal l continu e i n ful l forc e and effec t unti l suc htim e a s a notic e o f terminatio n o f thi s Declaration , execute d b

yDeclaran t and a n authorize d representativ e o f th e Unite d State s ha s bee n file d wit hth e offic e o f th e Registe r o f Deed s o f Wyandott e County , Kansas . Th e undersigne d person s exe.cutin g thi s Declaratio n o n behal f 

### o f th e Declaran t represen t and certif ytha t the yar e dul y authorize d and hav e bee n full yempowere d t o execut e and delive r thi s Declaration . I NWITNES S WHEREOF , EC I Developmen t Corporatio n ha s cause d thi s instrumen t t o b e execute d thi s _____da yo f _______ , 1995 .

### EC I DEVELOPMEN T CORPORATIO

N By:_______________________

_ 

### Stat e o f 

### Count yo f O n thi s ____dayo f _________ , 1995 , befor e me ,

___________ , a NotaryPublic , appeare d

o f EC I Developmen t Corporation , a 

### corporatio n dul yorganized , incorporate d and existin g unde r and b yvirtu e o f th e law s o f th e Stat e o f Kansas , personall yknow n t o me t o b e th e perso n wh o execute d th e foregoin g instrumen t o n 

### behal f o f sai d corporatio n and acknowledge d th e executio n o f sam e t o b e th e ac t an

d dee d o f sai d corporation . I NWITNES S WHEREOF , I hav e hereunt o se t m yhan d and affixe d m yofficia l sea l th e dayand yea r las t abov e written .
NotaryPubli c Mycommissio n expires:___________________

_EXHIBI T C

OPERATIO N

AN DMAINTENANC E PLAN FO R LO T 1 , ARGENTIN E INDUSTRIA L PAR K

KANSA S CITY , KANSA S



### Prepare d by : Hydrometrics , Inc . 

### 272 7 Airpor t Roa d 

### Helena , Montan a 5960 1
April , 199 5TABL E O F CONTENT S

1 . GENERA L 2 . OPERATIONA L REQUIREMENT S ......................... . 2 2. 1 CONSOLIDATE D FILL/BERM ...................... . 2 2. 2 OTHE R AREA S O F TH E SIT E ...................... . 2 2. 3 DEE D RESTRICTION S O NSIT E .................... . 2 

### 3 . MAINTENANC E REQUIREMENT S .......................... . 4 3. 1 GRAVE L COVE R ................................. . 4 3 . 2 VEGETATIO N.................................... . 4 

### 3. 3 CONSOLIDATE D FILL/BER M PERIMETE R FENCING .... . 4 3. 4 STORM DRAIN S ................................ . 4 

### 3. 5 WATE R LINE S .................................. . 5 3. 6 TO E DRAI N.................................... . 5

LIS T O F FIGURE S FIGUR E O M - 1 . AS-BUIL T FINAL GRADING PLA N FIGUR E O M - 2 . TYPICA L CONSOLIDATE D FILL/BER M AS-BUIL T 

### CROS S SECTIONAN

D DETAIL S

LIS T O F TABLE S TABL E 3-1 . FINA L FIL L DEPTH S AND LEA D CONCENTRATION S

LIS T O F APPENDICE S APPENDI X 1 . SURVEYOR' S NOTE S1 . GENERA L 

### Th e following detail s th e operatio n and maintenanc e requirement s 

### fo r th e forme r Kansa s Cit yStructura l Stee l Site . Th e 22.1 4 acr e sit e i s know

n a s Lo t 1 o f th e Argentin e Industria l Park and i s recorde d i n Pla t Boo k 3 7 a t pag e 2 8 i n th e Wyandott e County , 

### Kansas , Registe r o f Deed s Office . Residentia l construction/us e i s no t permitte d a t thi s sit e whic hi s zoned M-3 , Heav yIndustrial . 

### Th e operatio n and maintenanc e requirement s detaile d belo war e i n accordanc e wit hth e Modifie d Unilatera l Administrativ e Order , date d Decembe r 16 , 199 2 and issue d b yRegio n VI I o f th e U S Environmenta l 

### Protectio n Agency . 

### Th e curren t owner J o r subsequen t owner s o r lessees , shal l b e responsibl e fo r completin g th e operatio n and maintenanc e o f th e sit e a s detailed .2 . OPERATIONA L REQUIREMENT S

2. 1 CONSOLIDATE DFILL/BERM 

### N o futur e sit e constructio n wil l b e allowe d whic hwil l adversel y impac t th e consolidate d fill/bermare a a s indicate d o n Figur e OM-1 . N o structure s mayb e buil t i n thi s area . N o drainag e paths , roadways , o r landscaping mayb e place d s o tha t th e protectiv e cap coul d b e damage d du e t o increase d traffic , wate r runof f o r erosion . 2. 2 OTHE RAREA S O F TH E SIT E 

### Constructio n o n al l othe r portion s o f th e sit e mus t b e restricte d s o tha t excavatio n int o th e potentiall ycontaminate d materia l doe s 

### no t occur , excep t a s otherwis e provide d i n thi s plan . 2. 3 DEE DRESTRICTION S ON SIT E 

### Th e following restriction s hav e bee n place d o n th e dee d t o th e property : 1 . No on e shal l us e no r allo wother s t o us e th e consolidate d fill/bermare a o f th e premises , a s show n o n th e attache d map designate d a s Figur e OM-1 , fo r an yuse . 

### 2 . Constructio n i n th e remainde r o f th e site , a s show n o n Figur e OM-1 , shal l b e limite d t o structure s wit hn o 

### basement s o r t o structure s wit hcraw l space s no t t o excee d tw o fee t i n dept ha s measure d fromth e to p o f th e existin g finishe d grad e t o th e botto mo f th e excavation . I n general , excavatio n fo r burie d footing s wil l no t excee d fou r fee t i n dept ha s measure d fromexistin g finishe d grad e t o th e botto mo f th e footing . Existing 

### grad e shal l b e define d a s thos e fina l elevation s liste d o n page s 9 1 t o 12 5 o f Appendi x1 , Surveyor' s Notes . 

### Notwithstandin g th e foregoing , i n th e developmen t o f th e property , excavation s fo r deepe r footings , fo r utilities , fo r poles , o r fo r an yothe r developmen t need , th e 

### importe d soi l cove r maynee d t o b e penetrated . Fo r suc h purposes , durin g excavatio n th e importe d soi l cove r may 

### b e penetrate d and th e importe d soil s segregate d fromth e potentiall ycontaminate d material . Th e potentiall y 

### contaminate d soi l wil l b e segregate d and protecte d s o a s no t t o migrat e fromth e property . Upo n completio n o f th e 

### work , th e potentiall ycontaminate d materia l wil l b e place d i n th e excavatio n first , followe d b ybackfillin g wit hth e importe d soil . Additiona l clea n soi l cove r wil l 

### b e added , a s necessary , t o maintai n th e origina l deptho f th e cove r soi l a s detaile d i n Tabl e 3-1 . Al l suc h handlin g o f potentiall ycontaminate d materia l wil l b e

### conducte d i n accordanc e wit hEPArequirement s and approve d procedures . 3 . Th e perimete r fenc e surroundin g th e consolidate d fill/berm , a s show n i n Figur e OM-1 , shal l b e maintaine d 

### i n goo d conditio n and repaire d o r replaced , i f necessary , t o restric t acces s t o th e consolidate d fill/bermt o al l 

### person s excep t maintenanc e workers . 4 . Th e clea n gravel , geotextile , riprap , soi l and vegetativ e 

### cove r associate d wit hth e consolidate d fill/bermarea , and detaile d i n figur e OM-2 , shal l b e maintaine d i n goo d conditio n and repaire d o r replaced , i f necessary . 5 . Th e clea n grave l cove r ove r th e remainde r o f th e 

### premises , othe r tha n th e consolidate d fill/berm(See Figur e OM-1) , shal l b e maintaine d i n goo d condition , repai r and a t th e existing grade , plu s o r minu s 6 inches . 

### 6 . Th e minimumcove r requirement s o n th e sit e mus t b e maintained . I f th e fina l grad e i s t o b e altered , additiona l materia l mus t b e place d ove r th e existin g grade . .3 . MAINTENANC E REQUIREMENT S

3. 1 GRAVE L COVE R 

### Th e grave l cove r o n th e sit e shoul d b e inspecte d i n th e spring and fal l t o determin e i f ther e ar e lo wlying area s whic hhampe r th e 

### drainag e o f runof f fromth e sit e o r i f an yruttin g o f th e surfac e ha s occurred . Additiona l grave l mayb e require d t o b e placed , grade d and compacte d t o repai r an yproble marea s and maintai n th e existin g grade s detaile d i n Figur e OM- 1 and Tabl e 3-1 . Thi s typ e o f maintenanc e i s norma l fo r grade d grave l surface s and i s no t an increas e o r specia l requiremen t o f th e site . 3. 2 VEGETATIO N 

### Gras s ha s bee n seede d o n th e slop e adjacen t t o Metropolita n Avenue , 

### o n th e consolidate d fill/berman d o n th e area s outsid e o f th e perimete r fence . Th e gras s shoul d b e mowed , fertilize d and spraye d fo r weeds , a s necessary . An ybar e spot s whic hmayoccu r and caus e erosio n shoul d b e re-seede d a t th e firs t opportunit ywher e vegetatio n ca n b e established . Shrubs , tree s and an yothe r vegetatio n whos e root s maybreac hth e consolidate d fill/bermcove r 

### shoul d b e remove d annuall yfromth e consolidate d fill/bermare a i f mowin g doe s no t contro l thei r growth . 3. 3 CONSOLIDATE DFILL/BER M PERIMETE RFENCING 

### Th e chai n link fenc e surrounding th e consolidate d fill/ber mare a 

### mus t b e adequatel ymaintained . I t mus t b e inspecte d a t leas t annuall yfo r damage . Fenc e posts , gates , fenc e fabri c and ti e wire s shoul d b e inspecte d and an yproblem s mus t b e correcte d withi n fou r week s o f th e discoveryo f th e nee d fo r repair . Maintenanc e o f th e sit e perimete r fencin g wil l b e a t th e discretio n o f th e propert yowner . 3. 4 STORM

DRAIN S 

### Th e dro p inlet s fo r th e stormdrain s shoul d b e inspecte d annually . 

### Particula r attentio n shoul d b e place d o n insuring tha t sedimen t ha s no t accumulate d i n th e stormdrai n system . An ysedimen t whic hha s accumulate d shoul d b e remove d a s soon a s possibl e afte r th e nee d i s 

### determined . I n th e unlikel yeven t tha t th e nee d arise s t o excavat e t o repair/replac e th e stor mdrai n drop inlets , o r piping , th e 

### importe d soi l cove r mayb e penetrated . I n suc ha n event , th e 

### importe d soil s mus t b e segregate d fromth e potentiall ycontaminate d materia l durin g excavation . Th e potentiall ycontaminate d materia l mus t b e place d i n th e excavatio n firs t durin g backfillin g followe d byth e importe d soil . Additiona l importe d backfil l materia l ma yb e

### necessaryt o maintai n th e origina l dept ho f th e cove r soi l a s

detaile d i n Tabl e 3-1 . 3. 5 WATE R LINE S 

### Ther e ar e severa l potabl e wate r and sanitarysewe r line s whic hpas s throug hth e site . Thei r exac t location s ar e no t known . Th e maintenanc e o f thes e respectiv e line s i s th e responsibilit yo f othe r parties . I n th e even t tha t th e nee d arise s t o excavat e t o repair/replac e th e potabl e wate r o r sanitarysewe r lines , th e 

### importe d soi l mayb e penetrated . Th e propert yowne r i s responsibl e t o ensur e tha t th e importe d soil s ar e segregate d fromth e 

### potentiall ycontaminate d materia l durin g excavation . Th e potentiall ycontaminate d materia l mus t b e place d i n th e excavatio n firs t durin g backfillin g followe d b yth e importe d soil . Additiona l importe d backfil l materia l mayb e necessaryt o maintai n th e origina l dept ho f clea n soi l cove r a s detaile d i n Tabl e 3-1 . 3. 6 TO E DRAI N 

### Th e to e drai n installe d a s show n o n Figur e OM- 1 and Figur e OM- 2 

### mus t b e adequatel ycleane d t o ensur e tha t wate r ca n flo wthroug h th e lin e and reliev e pressur e o n th e consolidate d fill/bertn . Inspec t th e outle t t o th e to e drai n i n th e stormsewe r dro p inle t locate d i n gri d A-1 0 annually . (Se e Figur e OM- 1 fo r location. ) and flus ho r clea n th e to e drai n a s necessarya s soon a s practica l 

### afte r th e nee d fo r cleaning i s determined .

## Existin g Fenc e



## Metropolita n Avenu e Geotextil e Fabri c (Anchore dI n 

## Nativ eSoil ) 

## 12 " Min . Cove r Sqi lLaye r

Wit h2 % Finishe dGrad e Wit hVegetativ eCove r o n4: 1 Sid e Slop e 

## Se eDetai l A '



## i 

## 6 " Grave l 6 " Min . Solidified/Stabilize d 

## (S/S ) Treate dSoi l Existin g Embankmen t Appro x 30 ' Consolid a 

## Fil l Materia l Geotextil eFabri c Se eDetai l B Consolidate dFil l 8 " Perforate d Pipe(Slop e T o Drain ) Drai nGrave l Geotextil e Fabri c Undisturbe dSoi l


## DETAI LQ

Geotextil e Fabri c Graye l 

## (6 " Min. ) 

## CROSS-SECTIO NO F

TYPICA LCONSOLIDATE D FILL/BE R NO TT O SCAL

E 

## -2 % Finishe dGrad e 4: 1 Slop e -



## 12 " Cove r

Soi l Wit h Vegetativ e Cove r Toj eDrai n

Se eDetai l C 6 " Grave l S/ S Soi l 

## (6 " Min . 4: 1 Slope


## 12 " Cove r

Soi l Wit h Vegetativ e Cove r



## S/ S Soi l (6 " Min. ) 

## Consolidate d



## Fil lMateria l


## DETAI LA NOTT O SCAL

E 

## Consolidate d Fil l Materia l



## Undisturbe dSoi l Geotextil e Fabri c

NO TT O SCAL

E
Proj . No : ASKC0 1 Dwg . No : OM- 2 Draw nBy . 006 4 Las t Update : 03/15/9 5 Ref . Dwg:OM- 2 Rev . Date : 01/13/9 4 

## Hydrometrics , Inc . 

# V FIGURE OM-2 Typical Consolidation Fill/Berm As BuM Cross Section & Details Asarco Ind

- Kansas CityStructural Steel Site

### Contour Line s Supplementar y Contou r Line s Outlin eo f

Forme r

Buildin g Slab s 

### Stor mSewer Dro p Inle t Consolidate dFil lPerimete r Fenc e Roc k Armore dDrainag eway s 

### DisposalCel lLocatio n To eDrai nLocatio n

•~""" ==> *, »

5 0 10 0 20 0 CONSOLIDATED.-—. : FILL/BERM AREA

Proj . No : ASKC0 1 Dwg . No : OM- 1 Draw nBy : 006 4 Las t Update : 03/16/9 5 Ref . Dwg : OM- 1 Rev . Date : 07/26/9 4 

## Figure OM-1 As Built

Final Grading Plan Asarco Inc. - Kansas CityStructural Steel Site 

## Hydrometrics , In c

# '•^^m^-:



# .iiTABL E 3-1
. FINA LFIL LDEPT H AN D LEA D CONCENTRATION S 

### Kansa s Cit yStructura l Stee l Sit e * N E = No t Excavate d * * N T= No t Teste d 

### ** * N C = No tClassified
. Gri d unde rconcret e o rasphal t Gri d Numbe r (LOCATION ) A5(SW ) A6(SW ) A7(SW ) A8(SW ) A9(SW ) A10(SW ) A1 1 (SW) A12(SW ) AA0 3 (SW ) AA0 4 (NE ) AA0 4 (SE ) AA0 4 (SW ) AA0 5 (NE ) AA0 5 (SE ) AA0 6 (NE ) AA0 6 (SC ) AA0 7 (NC ) AA0 7 (SC ) AA0 8 (NC) M0 8 (SW ) AA0 9 (NE ) AA0 9 (NW) AA0 9 (SE ) AA0 9 (SW ) AB0 3 (SW) AB00 4 (SW ) AB00 5 (SW) AC00 4 (SW ) AC0 3 (SW ) AC0 6 (SE ) AC0 7 (SE ) AC0 8 (SE ) AC0 9 (SE ) 

### Origina l

Groun d 

### Elevatio n 756.3 6 756.3 6 759.0 0 759.0 0 759.0 0 758.9 2 759.7 0 759.6 2 75 1 .7 1 754.6 0 755.2 0 755.2 5 751.5 0 75 1 .5 0 751.5 0 75 1 .5 0 75 1 .5 0 75 1 .5 0 75 1 .5 0 751.5 0 75 1 .5 0 75 1 .5 0 75 1 .5 0 75 1 .5 0 753.0 0 755.7 7 750.0 0 753.4 6 752.2 4 750.9 2 750.9 2 750.9 2 750.9 2 

### Excavate d

Elevatio n * N E N E N E N E N E 756.6 4 N E N E N E N E N E N E N E N E N E N E N E N E N E ' N E N E N E N E
. N E 748.9 8 750.2 3 N E 749.6 3 749.0 7 N E N E N E N E 

### Fina l



### Groun d Elevatio n 76 1 .9 9 762.4 0 762.9 5 763.2 0 763.2 2 763.5 4 763.92 764.1 0 755.1 9 758.6 1 759.2 5 759.3 5 759.0 9 759.4 9 756.6 1 756.9 1 756.1 2 756.6 1 756.3 9 756.6 2 757.2 2 756.6 0 757.4 5 757.1 0 753.4 3 756.0 9 754.0 1 753.4 8 752.2 4 756.2 9 755.9 9 756.0 9 756.1 1 

### Lead Leve l 

### AtExcavate d Elevation* * N T N T N T N T N T 549 8 NT N T N T N T N T N T N T N T

. N T

. NT
. N T N T N T N T N T N T N T N T 181 5 269 4 N T 76 0 31 7 N T N T N T N T 

### Fina l



### Dept h o f Fil l 5.6 3 6.0 4 3.9 5 4.2 0 4.2 2 6.9 0 4.2 2 4.4 8 3.4 8 

## 4:0 1 4.0 5 4.1 0 7.5 9 7.9 9 5.1 1 5.4 1 4.6 2 5.1 1 4.8 9 5.1 2 5.7 2 5.1 0 5.9 5 5.6 0 4.4 5 5.8 6 4.0 1 3.8 5 3.1 7 5.3 7 5.0 7 5.1 7 5.1 9 

### Clas s o f Mat' l ** * N C N C N C N C N C I I I I I N C N C N C N C 

### N C N C N C N C N C N C N C N C N C N C N C N C I I II I II I I I I I N C N C N C N CTABL E 3-1
. FINA LFIL LDEPT H AN D LEA D CONCENTRATION S (Continued ) 

### Kansa s CityStructura l Stee l Sit e * N E = Not Excavate d * * N T= No t Teste d ** * N C = Not Classified
. Gri d 

### unde rconcret e o rasphal t Gri d Numbe r (LOCATION ) AD00 4 (SW) AD00 5 (SW) ADO S (SW) AD0 6 (SE ) AD0 7 (SE ) ADO S (SE ) AD0 9 (SE ) AE00 5 (SW) AE0 3 (SW) AE0 4 (SW) AE0 6 (SE ) AE0 7 (SE ) AE0 8 (SE ) AE0 9 (SE ) AF0 3 (SW) AF0 4 (SW) AF0 5 (SW) AF0 6 (SE ) AF0 7 (SE ) AF0 8 (SE ) AF0 9 (SE ) AG0 3 (SW) AG0 4 (SW) AG0 5 (SW) AG0 6 (SE ) AGO ? (SE ) AG0 8 (SE ) AG0 9 (SE ) AH0 1 (SW) AH0 2 (SE ) AH0 2 (SW) AH0 3 (SW) AH0 4 (SW ) 

### Origina l

Groun d Elevatio n 750.9 9 751.6 2 751.2 6 750.9 2 750.9 2 750.9 2 750.92 750.9 2 750.9 8 751.04 750.9 2 750.9 2 750.92 750.9 2 750.75 750.8 9 750.9 2 750.9 2 750.9 2 750.9 2 750.9 2 750.5 1 750.9 2 750.8 7 750.9 2 750.9 2 750.9 2 750.9 2 749.6 0 750.1 1 749.3 7 750.5 3 751.4 2 

### Excavate d

Elevatio n * 747.9 1 747.4 6 748.8 6 N E N E N E N E 749.3 6 747.9 1 749.3 0 N E N E N E N E 748.6 8 748.7 6 749.3 3 N E N E N E N E 748.5 5 746.6 7 748.7 9 N E N E N E N E 745.8 5 746.5 3 745.0 6 747.2 7 746.7 7 

### Fina l

Groun d 

### Elevatio n 75 1 .88 752.0 7 75 1 .7 5 755.7 1 755.2 3 755.6 8 756.0 7 751.2 0 75 1 .2 9 751.3 7 755.1 2 755.2 0 755.4 2 755.8 1 750.9 1 75 1 .4 8 751.16
. 755.1 2 755.1 1 755.2 2 755.3 2 750.6 5 751.4 9 750.9 5 755.0 1 754.9 8 755.0 3 755.2 6 750.1 4 750.7 9 750.3 2 750.8 6 751.5 7 

### Lea d Leve l 

### AtExcavate d Elevatio n * * NT 213 4 42 1 N T N T N T
. NT 57 1 15 4 48 8 NT NT NT NT 59 2 40 3 12 3 N T N T N T N T 40 0 N T 52 0 NT N T N T N T 39 4 48 7 48 7 45 4 131 3 

### Rna l



### Dept h o f Fil l 3.9 7 4.6 1 2.8 9 4.7 9 4.3 1 4.7 6 5.1 5 1.8 4 3.3 8

. 2.0 7 4.2 0 4.2 8 4.5 0 4.8 9

. 2.2 3 2.7 2 1.8 3 4.2 0 4.1 9 4.3 0 4.40
. 2.1 0 4.8 2 2.1 6 4.0 9 4.0 6 4.1 1 4.3 4 4.2 9 4.2 6 5.2 6 3.5 9 4.8 0 

### Clas s o f Mat' l ** * I I I I I N C N C N C N C I I N C

. N C N C N C 

### N C N C I I I I N C N C N C N C 

### N C I I I I N C 

### N C N C N C N C I I I I I I I I I ITABL E 3-1
. FINA LFIL LDEPT H AN D LEA D CONCENTRATION S (Continued ) 

### Kansa s Cit

yStructura l Stee l Sit e * N E = NotExcavate d * * N T= No t Teste d ** * N C = No t Classified
. Gri d 

### unde rconcret e o rasphal t Gri d Numbe r (LOCATIO N AH0 5 (SE ) AH0 6 (SE ) AH0 7 (SE ) AH0 8 (SE ) AH0 9 (SE ) AI0 1 (SW) AI0 2 (NE ) AI0 2 (SE ) AI0 3 (SW) AI0 4 (NE ) AI0 5 (SW) AI0 6 (SE ) AI0 7 (SE)
. AIOS-(SE ) AJ00 2 (SW) AJ0 1 (SW) AJ0 2 (SW) AJ0 3 (SW) AJ0 4 (SW) AJ0 5 (SW) AK0 3 (SW) AK0 4 (SW ) AK0 5 (MID ) AL00 3 (SW) AMO S (NE ) B5(SW ) B6(SW ) B7(SW ) B8(SW ) B9(SW ) B10(SW ) B1 1 (SW ) B12(SW ) 

### Origina l

Groun d Elevatio n 750.8 9 750.9 2 750.92 750.9 2 750.9 2 750.8 9 750.7 4 750.40 750.8 6 750.4 1 750.8 8 750.9 2 750.9 2 750.9 2 750. 1 1 750.5 7 750.8 6 750.2 4 750.6 3 750.4 1 750.1 8 750.9 7 75 1 .4 2 750.6 2 749.0 7 756.3 6 756.3 6 758.7 4 758.7 4 758.9 1 759.5 2 759.5 4 759.5 3 

### Excavate d

Elevatio n * 749.2 7 N E N E N E N E 747.1 5 747.2 6 746.73 746.8 6 747.2 3 748.9 6 N E J N E N E 746.05 J 746.6 1 7.47.38 748.0 9 747.2 3 746.3 1 746.0 9 747.0 6 747.4 7 747.6 8 749.1 6 N E N E N E N E N E N E N E N E 

### Fina l

Groun d 

### Elevatio n 755.0 1 755.0 1 755.02 755.0 3 755.5 7 751.1 7 75 1 .4 0 750.82 75 1 .2 3 75 1 .2 5 750.9 3 754.9 5 754.9 3 755.0 9 75 1 .3 1 750.9 9 75 1 .4 5 750.3 1 750.9 4 750.5 9 750.2 1 75 1 .2 7 75 1 .48 751.8 7 753.9 1 76 1 .9 5 762.3 0 762.7 6 762.8 0 762.9 4 763.0 2 763.6 5 763.6 5 

### Lead Leve l

A tExcavate d Elevatio n * * 61 4 N T NT N T NT NT NT 59 7 33 6 70 2 387 N T NT N T NT 83 2 36 9 49 3 9 1 N T NT N T N T 128 9 N T NT N T N T N T N T NT N T N T 

### Final



### Dept h o f Fil l 5.74 4.0 9 4.1 0 4.1 1 4.6 5 4.0 2 4.1 4 4.0 9 4.3 7 4.0 2 1.9 7 4.0 3 4.0 1 4.1 7 5.2 6 4.3 8 4.0 7 2.22 3.7 1 4.2 8 4.1 2 4.2 1 4.0 1 4.1 9 4.7 5 5.5 9 5.9 4 4.0 2 4.0 6 4.0 3 3.5 0 4.1 1 4.1 2 

### Clas s o f Mat' l 

### ** * N C N C N C N C N C I I I I I I N C N C N C N C N C N C I I I I I N C N C I I N C N C N C II I N C N C N C N C N C 

### N C I I I I I ITABL E 3-1
. FINA LFILLDEPT H AN D LEA D CONCENTRATION S (Continued ) 

### Kansa s CityStructura l Stee l Sit e * N E = No tExcavate d * * N T= No t Teste d 

### ** * N C = No t Classified
. Gri d 

### unde rconcret e o rasphalt Gri d 

### Numbe r (LOCATION ) B13(SW ) B14(SW ) B15(SW ) B16(SW ) B17(SW ) C5(SW ) C6(SW ) C7(SW ) C8(SW ) C9(SW ) C10(SW ) C1 1 (SW) C12(SW ) C13(SW ) C14(SW ) CI S (SW) C16(SW ) C17(SE ) C17(SW ) D 5 (NW ) D5(SW ) D6(NW ) D6(SW ) D7(NW ) D7(SW ) D8(NW ) D8(SW ) D9(NW ) D9(SW ) D10(NW ) D10(SW ) D1 1 (NW

) D1 1 (SW ) 

### Origina l

Groun d Elevatio n 760.1 1 760.3 4 760.0 8 760.2 9 760.5 5 754.9 8 756.6 1 757.6 3 757.7 7 758.5 8 758.6 8 759.0 8 759.6 2 759.9 0 759.9 9 760.1 2 760.2 7 760.9 5 760.4 6 754.0 4 754.2 1 755.1 1 756.00 756.0 8 757.4 3 757.9 9 757.6 0 758.0 7 757.8 0 758.1 9 758.0 0 758.2 8 758.1 6 

### Excavate d

Elevatio n * N E N E N E N E N E N E 754.4 0 755.4 2 755.1 5 N E 756.3 0 756.0 8 757.4 5 757.7 8 757.6 9 N E N E N E 

### N E N E N E N E N E N E N E N E N E 753.0 0 N E N E N E N E N E 

### Fina l



### Groun d Elevatio n 764.2 0 764.5 5 764.6 7 764.7 9 764.72 759.2 7 76 1 .3 9 762.1 1 762.1 3 762.6 2 762.8 9 763.1 1 763.6 8 763.9 0 764.3 1 764.5 2 764.7 8 765.2 3 764.9 3 L758.2 4 758.4 8 759.1 8

- 760.30 760.1 2 761.5 2 76 1 .9 9 76 1 .6 6 762.2 2 76 1 .8 5 762.3 0 762.0 2 762.4 5 762.3 5 

### Lea d Leve l 

### AtExcavate d Elevatio n * * NT N T N T N T NT N T NT N T N T N T NT N T N T NT N T N T N T N T N T N T N T N T NT N T N T NT N T N T NT N T N T NT N T 

### Fina l

Dept h o f Fil l 4.0 9 4.2 1 4.5 9 4.5 0 4.1 7 4:2 9 6.9 9 6.6 9 6.9 8 4,0 4 6.5 9 7.0 3 6.2 3 6.1 2 6.6 2 4.4 0 4.5 1 4.2 8 4.4 7 4.2 0 4.2 7 4.0 7 4.3 0 4.0 4 4.0 9 4.0 0 4.0 6 4.1 5 4.0 5 4.1 1 4.0 2 4.1 7 4.1 9 

### Clas s o f Mat 1 

### ! ** * I I
. I I I I I I I I I I I I I

I I

. I I II I II I II I II I I I I I II I II I II I M l II I II I II I II I I I I ITABL E 3-1
. FINA LFIL LDEPT H AN D LEA D CONCENTRATION S (Continued ) 

### Kansa s CityStructura l Stee l Sit e * N E = No tExcavate d * * N T= No t Teste d 

### ** * N C = No tClassified
. Gri d 

### unde rconcret e o rasphal t Gri d Numbe r (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 ) E 5 (SW) E6(SW ) E7(SW ) E8(SW ) E9(SW ) E10(SE ) E1 1 (SE ) E12(SE ) E13(SE ) 

### E14(SE ) E15(SE ) 

### E16(SE ) E17(SE ) E18(SE ) F5(SW ) 

### F6(SW ) F 7 (SW) F 8 (SW ) F 9 (SW ) 

### Origina l

Groun d Elevatio n 758.3 4 758.1 8 758.4 0 758.6 0 758.4 0 758.6 6 758.4 5 758.9 8 759.3 7 759.1 0 759.4 0 759.9 4 759.9 4 759.9 6 754.0 4 755.1 1 756.0 8 757.9 9 758.0 7 756.5 8 757.4 6 757.8 8 758.0 0 757.9 1 758.2 5 757.8 7 757.5 2 757.6 9 753.3 6 755.0 8 755.8 1 755.4 8 j 756.3 5 

### Excavate d

Elevatio n * N E N E 755.9 2 756.2 3 N E N E 756.2 3 756.7 5 756.6 7 757.0 2 N E N E N E N E N E N E 

### N E N E N E N E N E N E N E N E 756.1 0 N E 754.3 6 N E N E N E N E N E N E 

### Fina l

Groun d Elevatio n 762.5 2 762.38 762.7 1 762.7 5 762.5 9 762.7 1 762.4 8 763.2 4 763.4 1 763.2 9 763.4 5 764.2 6 763.9 4 764.1 8 758.2 4 759.3 0 760.1 2 76 1 .9 9 762.2 2 760.8 8 76 1 .5 2 762.0 2 762.0 8 762.3 7 762.3 5 761.9 2 76 1 .6 9 76 1 .8 4 757.5 3 758.6 4 759.3 7 759.6 2 760.6 4 

### Lea d Leve l AtExcavate d Elevatio n * * N T N T N T NT N T NT N T NT NT N T N T NT N T N T N T NT N T N T N T N T N T N T 

### Fina l

Dept h o f Fil l 4.1 8 4.2 0 6.7 9 6.5 2 4.1 9 4.0 5 6.2 5 6.4 9 6.7 4 6.2 7 4.0 5 4.3 2 4.0 0 4.2 2 4.2 0 4.1 9 4.0 4 4.0 0 4.1 5 4.3 0 4.0 6 4.1 4 N T| 4.0 8 NT N T N T N T N T I 4.4 6

6.2 5 4.0 5 7.3 3 4.1 5 N T| 4.1 7 N T N T N T N T 3.5 6

3.5 6 4.1 4 4.2 9 

### Clas s o f Mat' l ** * I I I I I I I I I I I I I I I I I I II I II I I I I I I I N C N C N C I
. I II I I I I I I I I I N C II I II I I I I ITABL E 3-1
. FINALFILLDEPT H AN D LEA D CONCENTRATION S (Continued ) 

### Kansa s CityStructura l Stee l Sit e * N E = Not Excavate d * * N T= Not Teste d ** * N C = No t Classified
. Gri d 

### unde rconcret e o rasphal t Gri d Numbe r (LOCATION ) F10(SE ) F1 1 (SE ) F12(SE ) F13(SE ) F14(SE ) F15(SE ) F16(SE ) F17(SE ) F18(SE ) F19(SW ) F19(SE ) 

### Origina l

Groun d Elevatio n 756.5 7 757.0 5 757.1 8 757.2 6 757.3 1 757.4 1 757.4 2 757.6 0 757.52 758.7 7 758.4 1 F20(SE ) | 757.2 4 G5(SW ) G6(SW ) G7(SW ) G8(SW ) G9(SW ) G10(SE ) G 1 1 (SE ) G12(SE ) G13(SE ) G14(SE ) 

### G15(SE ) G16(SE ) G1 7 (SE ) 

### G19(SW ) G2 0 (SE ) G2 1 (NE ) G2 1 (SE ) G2 2 (NE ) G2 2 (SE ) G2 3 (SE ) H 5 (SW ) 752.7 0

754.7 3 755.6 2 753.8 2 [

_755.0 7 755.1 8 755.4 7 755.6 6 757.1 4 757.2 3 757.3 0 757.2 9 757.4 8 758.8 8 757.4 8 755.1 1 757.4 5 756.0 1 756.8 1 756.6 8 752.2 5 

### Excavate d

Elevatio n * N E N E N E N E N E N E N E N E N E 756.4 0 

### N E N E N E N E N E N E N E N E N E N E N E N E N E N E N E 756.3 2 N E N E N E 

### N E N E N E N E 

### Fina l

Groun d Elevatio n 760.8 5 761.1 3 76 1 .42 761.4 9 761.4 5 76 1 .5 3 76 1 .5 3 76 1 .7 3 761.6 1 76 1 .6 1 762.8 6 762.36 756.7 8 758.9 3 759.6 8 758.5 0 759.2 9 759.7 1 760.2 8 760.9 3 761.2 6 76 1 .3 2 76 1 .3 7 761.3 4 761.5 0 76 1 .6 3 762.2 5 759.6 9 761.7 8 760.3 1 761.8 3 761.2 6 756.6 0 

### Lead Leve l

AtExcavate d Elevatio n * * N T NT NT NT N T NT N T N T N T NT NT N T N T N T NT N T N T NT NT N T N T N T N T 

### NT N T N T NT N T N T N T N T N T N T 

### Fina l

Dept h o f Fil l 4.2 8 4.0 8 4.2 4 4.2 3 4.1 4 4.1 2 4.1 1 4.1 3 4.0 9 5.2 1 4.4 5 5.1 2 4.0 8 4.2 0 4.0 6 4.6 8 4.2 2 4.5 3 4.8 1 5.2 7 4.1 2 4.0 9 4.0 7 4.0 5 4.0 2 5.3 1 4.7 7 4.5 8 4.3 3 4.3 0 5.0 2 4.5 8 4.3 5 

### Clas s o f 

### Mat 1 

### 1 ** * I I I I I I I I I I I I II I II I 1 1 II I II I I I N C I I I I I I II I I I I I I I II I I I II I II I I I II I II I I I I I I I I I I I N CTABL E 3-1
. FINA LFIL LDEPT H AN D LEA D CONCENTFIATION S (Continued ) 

### Kansa s Cit yStructura l Stee l Sit e * N E = No tExcavate d * * N T= No t Teste d ** * N C = No t Classified
. Gri d 

### unde rconcret e o rasphal t Gri d Numbe r (LOCATION ) H6(SW ) H7(SW ) H8(SW ) H9(SW ) H10(SE ) H1 1 (SE ) H12(SE ) H13(SE ) H14(SE ) H15(SE ) H16(SE ) H17(SE ) H18(SE ) H19(NE ) H20(NE)
. 1 5 (SW ) 1 6 (SW ) HO(SE ) 11 1 (SE ) I12(SE ) I13(SE ) 11 4 (SE ) I15(SE ) I16(NE ) I17(NE ) I18(NE ) J5.(SW ) J6(SW ) J7(NW ) J7(SW ) J8(SW ) J 9 (SW ) J1 1 (NE ) 

### Origina l

Groun d Elevatio n 752.2 5 754.7 3 753.7 1 754.3 5 755.1 6 755.8 9 756.0 8 756.2 6 756.3 1 756.9 1 756.8 5 757.8 9 758.4 4 754.2 1 754.6 4 755.5 0 752.2 5 757.5 2 757.9 9 758.2 1 759.2 9 758.4 2 759.8 1 753.7 5 754.0 5 754.1 6 751.4 0 751.6 1 751.7 0 752.2 3 751.8 0 75 1 .8 0 751.9 2 

### Excavate d



### Elevatio n * N E N E N E N E N E N E N E 

### N E N E N E N E N E N E N E N E 750.8 3 751.4 1 753.2 6 753.6 9 754.0 6 754.7 6 755.0 0 755.5 8 

### N E N E N E 747.0 9 747.1 3 746.3 0 748.9 7 750.1 8 750.1 6 749.7 9 

### Fina l



### Groun d Elevatio n 757.3 9 758.7 5 757.9 6 758.7 6 759.2 5 759.9 9 760.2 3 760.3 7 760.7 5 76 1 .2 6 76 1 .2 9 76 1 .4 3 761.4 1 759.2 9 759.2 2 755.5 8 756.2 6 758.0 1 758.4 9 759.0 8 759.6 5 760.1 6 760.4 6 759.8 4 759.7 7 759.4 7 75 1 .5 9 75 1 .7 7 751.7 5 756.2 3 753.7 5 754.3 0 755.0 9 

### Lead Leve l AtExcavate d 

### Elevatio n * * N T N T N T NT N T NT NT N T N T N T N T NT N T N T N T N T NT N T N T NT N T N T N T NT N T N T N T N T N T N T N T N T N T
. 

### Fina l

Dept h o f Fil l 5.1 4 4.0 2 4.2 5 4.4 1 4.0 9 4.1 0 4:1 5 4.1 1 4.4 4 4.3 5 4.4 4 3.54
. 2.9 7 5.0 8 4.5 8 4.7 5 4.8 5 4.7 5 4.8 0 5.0 2 4.8 9 5.1 6 4.8 8 6.0 9 5.7 2 5.3 1 4.5 0 4.6 4 5.4 5 7.2 6 3.5 7 4.1 4 5.3 0 

### Clas s o f Mat' l ** * N C N C I I I I II I I I I I I I I I I I I II I II I I I I I N C N C I I I I I I I I I I II I 1 1 1 1 I I I I I I I I I I I I I I

### TABL E 3-1
. FINA LFIL LDEPT H AN D LEA D CONCENTRATION S (Continued ) 

### Kansa s CityStructura l Stee l Sit e * N E = No t Excavate d * * N T= No tTeste d ** * N C = No t Classified
. Gri d 

### unde rconcret e o rasphal t Gri d 

### Numbe r (LOCATION ) J1 1 (NW) J13(NW ) J14(NW ) L03 (NE ) L0 4 (NE ) LO S (NE ) L0 6 (NC ) L0 7 (NW

) LO S (NW

) L0 9 (NE ) L0 9 (NW

) L5(SW ) L6(SW ) L7(SW ) L8(SW ) L9(SW ) L10(SW ) L1 1 (SE ) L1 1 (SW) M5(SW ) M6(SW ) M7(SW ) M8(SW ) M9(SW ) M10(SW ) M1 1 (SE ) M1 1 (SW ) N0 3 (SE ) N0 3 (SW ) N0 4 (SE ) N0 5 (SE ) N0 6 (SC ) N0 7 (SW ) 

### Origina l



### Groun d Elevatio n 75 1 .0 2 752.3 3 752.5 5 755.3 6 J

_755.3 5 755.3 4 755.3 5 755.3 1 755.3 1 755.4 0 755.4 0 755.4 3 755.4 3 759.7 1 759.6 9 759.7 5 759.6 9 759.7 3 759.7 0 755.4 3 755.4 3 759.7 1 759.7 5 759.7 3 759.6 9 759.1 2 759.2 0 754.48
. 755.2 6 754.9 5 755.4 8 755.2 8 755.3 0 

### Excavate d

Elevatio n * 748.8 7 750.2 0 750.3 7 N E N E N E 

### N E N E N E N E N E 

### N E N E N E N E N E N E N E N E N E N E N E N E N E N E N E N E N E N E N E N E N E N E 

### Fina l

Groun d Elevatio n 754.3 5 756.0 5 756.0 7 762.2 7 760.5 1 760.6 3 762.5 2 76 1 .8 5 76 1 .6 3 760.9 3 76 1 .4 3 762.9 3 762.9 1 763.7 7 764.2 4 765.1 1 765.0 5 764.6 1 765.0 4 762.0 1 762.6 9 763.7 8 763.8 0 763.7 5 763.9 8 763.7 1 763.9 2 759.8 0 760.7 7 759.4 0 759.4 7 759.4 6 759.5 8 

### Lea d Leve l



### A tExcavate d Elevatio n * * NT NT NT N T NT N T N T NT N T N T NT N T 

### N T N T NT N T N T NT NT N T N T NT NT N T N T N T N T N T NT N T N T N T N T 

### Fina l



### Dept h o f Fil l 5.4 8 5.8 5 5.7 0 6.9 1 5.1 6 5.2 9 7.1 7 6.5 4 6.3 2 5.5 3 6.0 3 7.5 0 7.4 8 4.0 6 4.5 5 5.3 6 5.3 6 4.8 8 5.34 6.5 8 7.2 6 4.0 7 4.05 4.0 2 4.2 9 4.5 9 4.7 2 5.3 2 5.5 1 4.4 5 3.9 9 4.1 8 4.2 8 

### Clas s o f Mat' l ** * 1 1 II I 1 N C N C N C N C N C N C N C N C N C 

### N C N C N C N C N C N C N C N C N C N C N C N C N C N C N C N C N C N C N C N C N CTABL E 3-1
. FINA LFIL LDEPT H AN D LEA D CONCENTRATION S (Continued ) 

### Kansa s CityStructura l Stee l Sit e * N E = No t Excavate d 

### * * N T= No tTeste d ** * N C = No tClassified
. Gri d unde rconcret e o rasphal t Gri d Numbe r (LOCATION ) N0 8 (SW) N0 9 (SE ) N0 9 (SW) P0 3 (SE ) P0 3 (SW) P0 4 (SE ) P0 5 (SE ) P0 6 (SE ) P07 (SC ) P0 8 (SW) P0 9 (SE ) P0 9 (SW) X1 1 (SE ) X12(NW ) X12(SE ) X13(NW ) Y 1 (NW) Y 1 (SE ) J Y2(NW ) Y 2 (SE ) Y3(NW ) Y 3 (SE ) Y 4 (NW) Y 4 (SE ) Y5(NW ) Y 5 (SE ) Y 6 (NE ) Y 6 (SE ) Y 8 (NE ) Y 8 (SE ) Y 9 (NE ) Y 9 (SE ) Y10(NE ) 

### Origina l

Groun d Elevatio n 755.3 0 755.3 4 755.3 4 755.3 0 753.4 8 755.3 0 75 1 .5 0 75 1 .5 0 75 1 .5 0 75 1 .5 0 75 1 .5 5 751.5 5 75 1 .4 0 750.4 7 75 1 .8 8 750.6 6 749.2 7 750.8 1 749.4 1 751.5 0 749.5 7 75 1 .5 6 749.6 0 751.7 8 749.8 6 75 1 .3 6 749.9 2 75 1 .0 8 750.1 2 751.1 3 750.3 6 751.1 7 750.3 5 

### Excavate d

Elevatio n * N E N E N E N E N E N E N E N E N E N E N E N E 747.2 3 748.3 5 747.7 1 748.6 8 747.0 1 747.2 0 747.2 5 747.3 8 747.4 1 747.3 6 747.5 2 747.3 1 747.6 1 747.1 8 747.8 7 746.9 0 747.8 0 746.8 9 748.2 2 747.1 4 748.1 7 

### Fina l

Groun d Elevatio n 759.5 1 759.4 0 759.62 759.7 0 757.3 9 759.3 7 759.3 9 757.3 8 756.8 2 756.8 9 757.7 2 757.2 3 752.8 1 754.0 5 753.0 9 754.1 8 753.9 1 752.8 7 752.9 4 752.3 0 752.9 9 752.2 7 752.7 3 75 1 .5 2 753.1 1 751.4 7 753.1 8 75 1 .7 2 753.2 8 751.8 3 753.3 1 751.8 3 753.4 4 

### Lea d Leve l AtExcavate d Elevatio n * * N T N T NT N T NT N T N T N T N T N T N T N T N T N T NT N T N T 

### Fina l

Dept h of Fil l 4.2 1 4.06 4.2 8 4.4 0 3.9 1 4.0 7 7.8 9 5.88 5.32 5.39 6.1 7 5.6 8 5.5 8 5.70 5.38 5.5 0 6.9 0 N T| 5.6 7 N T N T N T N T NT N T N T N T N T N T N T N T N T 5.6 9

4.9 2 5.5 8 4.9 1 5.2 1 4.2 1 5.5 0 4.2 9 5.3 1 4.8 2 5.4 8 4.9 4 5.0 9 N T4.6 9 N T 5.2 7 

### Clas s o f



### Mat' 1 ** * N C N C N C N C N C N C N C N C N C N C N C N C I I I I I I I I 1 1 1 1 N C N C I I I I I I I I N C N C I I I I 1 1 1TABL E 3-1
. FINA LFIL LDEPT H AN D LEA D CONCENTRATION S (Continued ) 

### Kansa s CityStructura l Stee l Sit e * N E = No tExcavate d * * N T= No t Teste d ** * N C = No t Classified
. Gri d 

### unde rconcret e o rasphal t 

### Gri d Numbe r (LOCATION ) 

### Y10(SE ) Z 1 (SW) Z2(SW ) Z3(SW ) Z 4 (SW) Z5(SW ) Z6(SW ) Z8(SW ) Z9(SW ) Z10(SW ) SMA0 1 (S W SMACOR 1 ( SMACOR 1 ( SM A4- 6 ( S SM A7- 9 ( S SM A10- 1 2 ( SM A13- 1 5 ( SM A16- 1 8 ( 

### Origina l

Groun d 

### Elevatio n 751.1 5 75 1 .42 75 1 .4 2 751.42 751.4 2 751.4 2 751.4 2 751.32 751.4 0 75 1 .7 0 

### Excavate d



### Elevatio n * 747.1 3 747.4 7 747.3 2 746.5 5 748.1 9 747.7 0 0.00 747.6 3 746.5 4 746.8 8 

### Fina l

Groun d Elevatio n 752.1 5 75 1 .4 8 75 1 .4 3 751.1 0 752.3 9 752.7 5 752.3 2 752.1 5 75 1 .43 75 1 .75

I 

### Lead Leve l

AtExcavate d Elevatio n * * N T 92 9 N T NT N T N T N T N T NT N T NT N T N T NT N T 75 2 N T 31 7 

### Final

Dept h of Fil l 5.0 2 4.0 1 4.1 1 4.5 5 4.2 0 5.05 752.3 2 4.5 2 4.8 9 4.8 7 4.2 7 4.1 7 4.2 2 4.2 2 4.2 1 2.1 6 4.2 8 2.2 7 

### Clas s o f Mat' l ** * I I I I I I I I I I I I I I I I I I I I I II I I I II I I I

### APPENDI X1 SURVEYOR' S NOTE S

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