CLEANUP LEVELS FOR LEAD IN ON-SITE SOILS · Pb/dL blood per 1,000 ppm of soil lead). The values used for the background blood lead level (4 ug/dL), the blood lead guideline (25 ug/dL),

APPENDIX A

CLEANUP LEVELS FOR LEAD IN ON-SITE SOILS

APPENDIX A

CLEANUP LEVELS FOR LEAD IN ON-SITE SOILS

Because me most likely receptors that may come in contact with on-site soil areolder child trespassers and adult workers, cleanup levels for on-site soil werederived using a model developed by the Society for EnvironmentalGeochemistry and Health (SEGH). The SEGH model is described fully in theBaseline Risk Assessment (Clement International Corporation 1992), where itwas used to estimate exposures to these receptors. This model was, in fact,originally developed as a means of calculating guideline concentrations in soils(SEGH 1990). The form of SEGH model used for this calculation is asfollows:

Cs = ——-——x 1000

where:

Cs - soil cleanup guideline concentration (mg/kg);

T - blood lead guideline or target concentration (ug Pb/dL);

G - geometric standard deviation of the blood lead distribution;

n - number of standard deviations corresponding to "lie degree ofprotection required for the population at risk;

B - background baseline blood lead concentrations in the populationat risk (ug/dL); and

S - slope or response of the blood lead-soil lead relationship (ugPb/dL blood per 1,000 ppm of soil lead).

The values used for the background blood lead level (4 ug/dL), the blood leadguideline (25 ug/dL), and the slope of the blood lead-soil lead relationship (2ug/dL per 1,000 mg/kg) are the same as those used in the e.aluation of on-sitelead exposure for older children and adults presented in Section 4 of theBaseline Risk Assessment (Clement International Corporation 1992). As in thatsection, results were calculated using both geometric standard deviations of

1.42 and 1.7. The number of standard deviations, n, was set equal to 1.64which is the value corresponding to protection of 95 percent of the population.

Using the above parameter values, on-site cleanup levels for lead of 5,000ing/kg and 3,200 mg/kg were calculated for GSD's of 1.42 and 1.7,respectively.

flR3ti4-'l.49

APPENDIX B

CALCULATIONS

Paul C. Rizzo Associates, Inc.CONSULTANTS

Date ?/y/fy Subject—^s **ZT tt/HtrT*' Sheet No._Lofl-TUP/ Proj. No..

l '.627 £Z.r/OT£̂ i /̂̂ o*̂

,5 5 V/J tu 4 T£ /T"̂ . u < a ̂ T1 / M / f f /

AR304-I5


Sheet

Chkd. Ry CM DatP/a-^-?/ — ̂ ou,i fETteidiun/ STUDY ____ proj. NO. 8*?- ̂

-S-Clll-H/ , 2 -K J

NO ,

/s/0."2- , ̂

A- / gn'-ktoEi sfAiM'&r irr+A . (d) +&,

TOTAL-

^ to—AkTffN P=r?aM KCr NO-

OP ^/ A


ay — ^ . Date -̂?--iV Subject — ">*r -:̂ -V/?A ̂ r Sheet No. ofChkd. By ô Datê î lL -r?̂ /̂ 5̂/,-̂ /r̂ sr̂ ov Proj. NO. 8 *)--&

^ ĉ"37~d:c-.4-.


siihj»r.t tosr ZWri Sheet NO. . ofChkd. Byi±l_ natft/o-v-?/ TZ>MQU-/ fsfai£lt~iry ̂ rxC7 proj No. ^̂ "'=-'

/A/

cf̂ " ,\j


L Date */?/


oy __^L_ Date ?/?/*' Subject ^ -^r exn«>*7€ Sheet Na_£_ofChkd. By DA ̂ Datê li±L Tppftt-«-< pg^te/a/urV STUDY* proj. No.

fri'EMT̂ CVc/NJ Tj>

('San.

•o ii.fjK!. .̂-r .--Vj

,-

• f~>

i OIL.Ma.>kf'.«. L

2. MAuuA/^ij /a /-Vi/. -'JL.*?.T . . /̂ y; i 3,00 -f '.¥5

'75

if,

Paul C. Rizzo Associates, Inc. 7CONSULTANTS

Sheet Mn V ofChkd. ByCAl Date /o-v-7/ ~7&tU-t *£7i&IUT ST^ proj. No.

. Fb.Wd, oorrn ^~j 4

275-


3//3/'*/s.ihjflr.t ?< '̂ ZZTt/MT? Sheet No A of _££Chkd. RyCAc pat* /?-*•-•*! -̂ fr/JouJ f&&/£!L!rj -srĵ / _____ Proj. No.

Mi

Jb) J/AT' ̂ -̂o-CAiX- //'f̂ NO 2-y

'

4

, -3 rxtti >-. ^ l- TO

-V

>_ •

Paul C. Rizzo Associates, Inc.k^_ CONSULTANTS

Date ff-''*.-";/ Subject -̂ /0~T ZSKrtfrTt_____ SheetnatP/»-/-* i -/iMoiu f?cfist'U'-••»-

' ... t "•'-:,#{-?:*


?-/*-f/Snhjret & Ste-r fsr/srtfTf Sheet'NoJL of^ NO.

TO

/s


rfy ~crA Date ^̂ "̂ Subject -^ 7^^ .p̂ -̂ '7̂ _____ Sheet No.i±_of ̂ -Chkd. RyCA6 Datft/o-^-yi —SK̂ U-.- ^r.AS//*/l/rr T̂̂ '.** Proj. No.

. 2_ 32,:-

Paul C, Rizzo Associates, Inc.CONSULTANTS

(ay 01'" p̂ g /^-^-7/Siibjftnt 5̂ *̂T 55T//MArR;________ Sheet No /J of

Chkd. RyCAL- patP>/^-^-^/ -tOi^OLU ^Efrg|&\lirV T̂UT̂ V proj. No..

- 104-

/-'A.1' ̂


Date *-\*\*l Subject r^ * *r £iTi*4*r€' Sheet Na/£ofChkd. By LAC Date ,0-^-f/ -rbMSLU ~ * , \ u n .U Proj Na

MO . T!

-/; ^ 3,00 y T.H5 ô '̂2'̂ -̂ :

4'


'ay -̂̂ natg r/?A/s..hjprt .̂ ŝr e*Tim*TC Sheet No.^_ofChkd. Ry Eft I DatA ./o-^-fl -T'̂ JĜ / g£7̂ S/ &IU ̂ rr>.DV______ proj.

&ITE:

?(?£",

rF NO

2-7-5 S /, ?t) '̂a,5-1/0-35̂

,/.

flR3Qif,l65


Date Subject ^ ^T -̂r.mfn̂ Sheet NoJfc_ofChkd. Ryt.̂ ngtft/i-./-*/ -T)iM £ s / < - / ^r Rroj Nn

TO

4- I^eiLUN^ A-itffc WCtC /M^TAuVncN


.-/JlIẐ L Date ?/gr/ *! Subject -r- '°: ̂ fr-v̂ "7̂ ———— Sheet No.̂ _0f_ Proj. No. ̂^

' •" r" •

__^̂ •t-' ~

«i-J 7:5/Vtf.̂ / T ,'[*

AR30 4-167


f ff&ht s..hjftnt /̂ S 5̂T ssr


Date Subject _ Sheet N o . o fyg/iQ'5'ury zruov_____ Proj No 87-Z

_"/ 6

- i2J

t. 'A/Airr.

flR304i69

Paul C. Rizzo Associates, Inc,CONSULTANTS

Date ' —'/• Subject ^ ̂ ^ ̂ ^ Sheet No.̂ ofChkd. By_M^ Datê £i±±L_ -^*WLU ~£rV *>-*~r" ̂ -̂ '̂ Proj_ No, £•*'•


?/?/?/ SnhjPftt 1̂ f* '.*xr zzninATh______ Sheet No. 2i of _̂ rj, No

tJO 7. - 57 /


Sheet

Chkd. By CA&- DatP /fl-«/-*/ —t-WU.: Î'nC/rĴ ^ ^rriv_____ proj. No.


y ______ Date -^lfl Subject _________ .yc^Nir/C. _____ Sheet No. ̂_ ofChkd. Bŷ ±_ Date J£î ll/_ _________ -A.r;î / -̂ x -:/.•'/-• -TV crj>X proj. No.

/> /.-xibr T'/tt'

a 7/6

57

./ / -r £ / ,̂ /x (•-2^2)iOOa '

ZuM LtiTL /faJQO . '-"/

-:/-; 6̂;̂ < # / - v-; 7^0 ^ ̂ -;• ///


..y n«te -s..hjftr.t ^/. _________ Sheet No. ofChkd. RyJfli Date /Q-^-TI -"̂ -̂ rry -,;'•-.— ' i-~.;̂ '' Proj.

7- /-"̂ 3^330 ~$i(j'•3. > '̂ o 5"̂ 7̂ 0 3̂̂ 3-/ > ̂ ^o

iPaul C. Rizzo Associates, Inc.CONSULTANTS

Date f'̂ * Subject __ >̂


Date ?//?#/ Subject _______J/C/MJ7T77g'S. sheet No. A. ofChkd. By Cat natA /o-v-T( T5K>ocU ^eA&f&/urv srq̂ V proj No.

j-r

3O' P̂

,,

//o Z

70 cy

c///e;

MAA.tf— 'S/ OM£ _J^ ^"Xl//*/ SfO/ZAA

X /o

y

176


-frx^S Date ?/9/ Subject— Qŵ rt̂ ________ Sheet No.̂ LofChkd. Rŷ -'̂ natA?//?/?/ rÔ OLL./ ?€*Sl&!Ljr̂ Y Proj.

/o/-

sr/?̂ >A H

O


-y A natg siihjflnt (/^o/r7________ SheetChkd. Ry/3/f/ -yaŷ cif-/ fekz/cziurj zrub"/ Proj.

/o,5%2l.~b%

* 21.

/te

OOO


Date ••''-?-*'•",'' Subject_______^V-JAJ — ̂ _____ Sheet No. — of H.Chkd RyPM Date^i±i£L_ ____-"• ̂-y.-c; r̂ ij-.jL.-r/ ^T^ : proj.

* ••


y CA C- PatA ?-->9-9 t Subject To-usur. coĝ .̂T-/»̂ Z^PSZS^O_____ Sheet No. / of

Chkd. By :̂ M DaiQ-̂ —J. Y°


Sheet No.jfLofChkd. B^Jrl2l HatA ''"- "' ŷ ĝ. cAt.c.ui.+ T>o*> of co*j-r*t..~A-rce 5o;i

Paul C. Rizzo Associates, Inc,CONSULTANTS

r/__2£k_ Hate *"'r'̂ 'aiihjftnt *T?*Qnr Co&foa.+'r'o.j____ Sheet No.JLofhkd. By r/1 Datp 4-?^-^^ ^/juu^^

Calculated By2£L date ?-/0-*Checked By_££Iilciale Jl~rSteet No__±i__ of """Project No. ...3?--gr>

TABLE __SOILS CONTAINING GREATER THAN 10,000 mg/kg LEAD

TONOLLI CORPORATION SITENESQUEHONING, PENNSYLVANIA

INTERVAL OF AVERAGE WTD. CONC.AREA ID AREA CONCENTRATION THICKNESS VOLUME CONC. BY VOLUME

SF FT FT CY MG/KG MG/KGA 4500 0-0.5 0.5 83 13100 150B 25000 0-0.5 0.5 463 30240 1927C 30000 0-0.5 0.5 556 29400 2248D 47000 0-2.0 2.0 3481 48635 23307E 4500 0-2.0 2.0 333 17580 807F 12000 0-4.0 4.0 1778 37014 9058G 1600 0-0.5 0.5 30 11700 48H 1300 0-2.0 2.0 96 17100 227J 8000 0-0.5 0.5 148 10000 204K 4000 0-2.0 2.0 296 31300 1277

TOTAL 137900 7265 39252

TOTAL SOIL, TONS 11769•QTAL LEAD, TONS 404TOTAL TRUCKS 588

AR30M83

Calculated

,., .Prc;oc;,«.TABLE __

SOILS CONTAINING GREATER THAN 3,200mg/kg AND LESS THAN 10,000 mg/kg LEAD



SF FT FT CY MG/KG MG/KGA 40000 0-0.5 0.5 741 4229 216B 23000 0 - 0.5 0.5 426 9969 292C 12000 0-4 4.0 1778 1973 241D 14000 0.5-6 5.5 2852 2053 403E 8000 0-2 2.0 593 3550 145F 4500 2-10 8.0 1333 3263 299G 14000 0-4 4.0 2074 2914 416H 12000 0-0.5 0.5 222 4783 73J 12000 4-6 2.0 889 6954 425K 1300 0-6 6.0 289 6119 122L 1500 0-6 6.0 333 6119 140M 900 0-4 4.0 133 9800 90N 2000 0.5-4 3.5 259 5810 104P 22000 0-2 2.0 1630 6805 763R 2300 0-0.5 0.5 43 3748 11T 1200 0-6 6.0 267 2437 45U 1000 2-4 2.0 74 9820 50V 980 0-0.5 0.5 18 5950 7W 2000 0-4 4.0 296 1583 32X 3000 0-2 2.0 222 3390 52Z 800 0-2 2.0 59 6531 27

TOTAL 178480 14531 3953

TOTAL SOIL, TONS 23540TOTAL LEAD, TONS : 93TOTAL TRUCKS 1177

Calculated ByChecked By

Proiect NoTABLE __

SOILS CONTAINING GREATER THAN 1,000 mg/kg AND LESS THAN 3200 mg/kg LEAD



SF FT FT CY MG/KG MG/KGA 39000 0.5-2 1.5 2167 2250 280B 14200 0-6 6.0 3156 1186 215C 11000 4-6 2.0 815 2181 102D 14000 0-0.5 0.5 259 1318 20E 8000 2-6 4.0 1185 2910 198F 3000 6-10 4.0 444 1290 33G 50000 0-2 2.0 3704 1100 234H 7200 0-0.5 0.5 133 1990 15J 2000 0-2 2.0 148 797 7K 5000 0-2 2.0 370 2607 55L 32000 0-0.5 0.5 593 2135 73M 4000 0-4 4.0 593 1408 48N 1000 4-6 2.0 74 2350 10P 4000 4-6 2.0 296 1650 28R 12500 0-4 4.0 1852 695 74T 6000 0-2 2.0 444 2231 57U 4500 0-6 6.0 1000 1388 80V 2000 0-0.5 0.5 37 2525 5W 1000 2-6 4.0 148 2456 21

TOTAL 220400 17419 1554

TOTAL SOIL, TONS 28218TOTAL LEAD, TONS 44TOTAL TRUCKS 1411

flR30l*!85

Calculated By SAC. data_fiiil :Checked BySheet No__I_ ofProject No. 3a '"-"

TABLE __SOILS CONTAINING GREATER THAN 650mg/kg AND LESS THAN 1 ,000 mg/kg LEAD



SF FT FT CY MG/KG MG/KGA 14000 0.5-2 1.5 778 684 145B 8500 6-10 4.0 1259 971 334C 3400 0-0.5 0.5 63 807 14D 4000 0-2 2.0 296 422 34E 4200 0-4 4.0 622 530 90F 3400 0-0.5 0.5 63 809 14G 2500 0.5-4 3.5 324 1415 125H 1600 0-0.5 0.5 30 870 7J 5500 0-0.5 0.5 102 820 23K 6500 0-0.5 0.5 120 770 25

TOTAL 53600 3657 813TOTAL SOIL, TONS 5925TOTAL LEAD, TONS 4.8TOTAL TRUCKS 296


Of

_ y 4 itf Date ;~ /5"' ?/ Subject ~?~̂ - --^t?^--^ "• |T£- Sheet No._L of _̂Chkd. By CAS. natP --23-*' "£g*P Cl^£ 'tô ê. C*L,C£. ______ proj. No. _§

365 2. 73(9 27

3 /5 3̂g?5 3/07

553

7 2586

g //y£

20557

z. 137 ? 2%\ 110

3 172-1 3 5/63 /

Paul C. Rizzo Associates, Inc*CONSULTANTS

^-Ml—— Date/-'5-^1 Subject --^v-; ----'jf-f^-r,^ -£. Sheet No.^_of JL. Byc. Date^i£J±__ ^̂ ^̂ r/.̂ /: /̂ t-̂ .̂ X̂z.̂ r̂____ proj_ fgo_ jc> r"̂ -̂

IMG

ZO. 5O FT

- 559Z-5^^ IATTEKV

SCKA?

TT • BATTERY . CASING

' FT,

3D/' Q

188

Paul C* Rizzo Associates, Inc.CONSULTANTS

Sheet Nr> ; nfChkd. By££±_ Data •£-?>-?/ gvs-^-s :̂ -..̂ _, r^^; -/ proj. No. _fir

A/ ^G> t*

OP

/4r

TO

TO

zf,± 23"

737711_ •= /T.8,. er

TO

= /04,522.

jOTLEY ENGINEERING COMPANY '"""———~ - --.... ..——_2834 Shillington Road SHEET N0- ————•———————-—— OF

SINKING SPRING. PENNSYLVANIA 19608 CALCULATED »v J.I.M.678*0445 CALCULATED BY—-J.MH •——————.—— Q*TP

CHECKED BY________________________ DATE.

SCALE_______________________________.

DISPOSAL Str£ CAPACITY cftlCUlATIQUS

A..EflSriNfr SITE- VOLUME OF UJftST£ CURRENTLY

ElBVATiOM" ""£L£V. . . ,.|M£USIOIJi ... ... . . . „.. ... ...... ........... AR£A . AREA J>\FFEREMC£ VQIUHE

- CELL*! . . ................... ______ J.2.,600SQ.Ft . ...ajLFt 2?,

,?20i

CQR?ncpmh|uSbTLEY ENGINEERING COMPANY

2834 Shiilington Road SHEET N0- ———— 2 ————————— OF-SINKING SPRING. PENNSYLVANIA 19608 CALCULATED e'v-lUL________ HATP *20-8f

(215) 678-0445CHECKED BY—————————————————————— DATE.

SCALE——————.———————————————————————————

C. PROPOSED JilTE. - TOTAX. CAMtt.lt V

joog o o/DD7 zVlKxOO' IWTSSQfT 1̂ ,188 &Q.PT. i FT.10J| , , . 2̂ (̂̂ r̂ } ( , . ,̂?flO S9.pr. 28,̂ 58 i?.PT I pr,

2ft8V(̂ r~) 80/00 Sp.FT. U(>50&?,FT: S"FT.

270' jc (J-2̂'j . . .„ __ //^ _/2_r


Date "̂Subject flfê **- QuA^rmES. Sheet No._/_ofhkd. By^A) natP - -fouoiu ^r-^Rrr .̂ru Proj. NO.

TO

ZkO•ẑ o2.&Q3o&oo-̂ o

4lLf />/ ;< /.z, -

/•Itlo c y •*- : /o c y" ̂ / 7 ̂ 30 £ -/

Paul C. Rizzo Associates, Inc«CONSULTANTS

sheet No.JLofChkd. By^Al Rate /-30~U -3̂ 01-1 r.rAs/ gn-.-H sruy Proj- NO.

MO f̂ô - ,£A?\°ifoG,

/

x //i -


3 of ̂

hkd. By CM Hatfl "̂ -̂ ~rONtei-L4 gCfrVStury .̂-r-J.2Y proj No

/V6. 5/1 — CM̂ iTET l̂ iLPoiAi-. > 52̂ 0

SrOiL, 7-̂ 62o

a oo26

> JZOO j= ~z.}t8U) C/ x: /. 2 -.

' , zoo* ̂ 5*3.0

'100


^ -C* Date ;"̂ -̂ Subject &«* 2 -2-00 - ^.iSoo^V v. I.T. --)̂ > .LOiL-Li* 4 "S

/)fT

;-.jO xJTxi


- Siihjflnt gg/MQMArl. flUÂ rnriET̂ Sheet No < nf Q

By ik) n«tg /-2°- ? 2- TOKJOU. 1 êAsi ̂iu rv :LTU ̂ Proj. No.

L. - £

, 6^ o d V


nate. \-TL-41 .g..hj»ot /fernowl QUAINT irtz** Sheet No.l_ofChkd. Ry r-M natft-3o-*2- -rdsJoiU ^gA^&tunf


y nat* -slihjgnt crmvL, gLA&̂ rnĝ . Sheet No.JLof JV Proj. No.

&0

C__^ci^,1 -V

AT


y Sllhjflnt W^AL SuWrmE"* sheet No.̂ Lof -2Chkd. By £M Date -2Q-3- ~t>̂ -̂ ?cA&t6AUfV rrrjyi proj. No.

NIK, 7A-1 ̂74 "2- - ̂ T̂ irer T̂ erArwsrNT > 5200

«» - .00- t^Sci

r " 30

e: =- '

'Ŝ JW - 7.], 60^ ^V X /, 7. --2L, ,

-r̂ f i. ~ -o/w, -v •-'—..,..- - ,./-«.,..,->x flR304- I f I 4r» l̂ **1 ~-* — / ^- C

y

?Paul C. Rizzo Associates, Inc.__ CONSULTANTS

Date ;'?7'*z Subject — TftCAiQJAL. 3UAMTiT.g Sheet No.̂ _ofhkd. By/̂ 3 Hate - S Q - TtNtoUJ -̂ AS,̂ .- t̂ TÛ Rroj. No.

, y/3/ î S"̂ __ -

f=b£- O^^ SlTcT T

^ '̂I'̂ /̂ iV y. /.T.*.So i L,

No- a*-"

s 3-9 6» "6


?-/B~i I snhjftrit \xnio ̂£ TO c*F swr u=- sheet Mn ; of '-Chkd. By - HatP "/1- ^-OrJOii-x: £i>&-f>oe.+fr-,,*, £.pezf»~c pro^ No.

7 V- . L^youT Co^j-^-ou^s F


j ?*•-?£. proj. No.

Y F~ * = V

1021>

/c y-

/ -? .9 o S

B


y Date ° '-'"''''Subject : -T-~4N~r7c5____ Sheet No.̂ _ of J;Chkd. By±^ Date/£±LfLL -•"-"•»--' -r.----.^---- ::r--J-̂ Proj. No.

•tO'< '"~3 - 10,-no .̂x c-j


Date Subject— /M Sheet No._ ofhkd. By£AA_ Date 'X r3MOu,< rĝ -Lî ry r̂v>:V _____ Proj. No.

0̂0 =•

O X 7(J r /(/ 1.00

2


NO ofChkd. ByM natP /Q-q- - "; XL,,, ~V7»c."g..'.:..r/ —fvv Proj- No -Q-5

.-•:>•>•* . A-T £'-


pate " Subject //?/-̂ ̂ -̂̂ ~ Sheet Nojof JLhkd. By CA£_ Date/£ililL_ -̂ D/Ĵ uv f J f L i STU- Proj Na

V/?£-V


Sheet No.-̂ L of _£Chkd. ByCAi pate/P--'-^ -">-Û ,' "̂ J.-..- .r.— Proj_ No.

€- '-''• '"•*•• """il

- ?/1 1


Date ?''-"" Subject— ̂7— ' ••Tu*v--&- _____ Sheet No.Ĵ of _£:hkd. By^c_ naW-'M < ——f;W *< ̂:.-,'-' ̂^ y Rroj No

,"0

!'•> - "J'-r/^bo SL F

A

~:3;' >fe ,


________ Sheet No.̂ -ofChkd. By^AJ Datp /-̂ -̂ -*?'x>̂ Fr*.̂ i Na

RATS- 3M£ft A- 30


p a t e S u b j e c t -^_______ Sheet No.Z_of _cl______ Proj.

\\6_. j Z.

ttrt <

/f

guerre

52--SX


Date •"•-3" '> Subject ^~fA r'^-r^_________ Sheet No._2_ ofChkd. BrtJ nstP -- -QQCU ?g


y J-™ Date j'-°̂ Subject— * ^^ ________ Sheet No.̂ iofhkd. By cAJ Date Ĵ IlfL -*̂ iu .̂ cASjgiLrry -ru-/ ______ Proj Na

/ j? 0£

VA (2.

•? M/SC ̂MTe^AWd^ - 4 i'JOQ/y'*

ôo /y/?

ALT' tWSn?mr!it̂ CCrALfciO , « : . C ,< i 0 ̂ -'Ac.

- ̂Cû N̂ rrt M iro ATI 0 M r"LU i ̂S


--rr '"3o" 'Date "" Subject - --- _________ SheetChkd. Ry CAJ Date 2=_ -E>M6(-U ? i . i ! r y r̂u- Proj> No

j c At -5 , £TC ."^

Vfloimer --to

Sr -rs T2£TAT t̂OtirAujrtTC/i. tiUteo^F - *i /^^jtpoo /


Date^n^' Subject — '*~r' ________ Sheetihkd. By .CM Datê 2£lL ^MOiL! r&^idiu^ -ru;>Y _______ Rroj. No.

O?M

27- 5lo

3 -30

•37.00


Date I"""** Subject "^ //J^- __________ Sheet NoJLofChkd. By^AJ_ nstP '^- OLU € 7 - u en Proj No.

ME

. /oiT - :Jt>.o| /6A-L- x ^-sv/dv ^Ai - /̂̂ a,, aoa

-TtTTA L /',o\ T ̂ 1 2. H^ , 0J o


Date Subject ___ _________ Sheethkd. By^AI_ Date£&2L ^>^OU-/ * e l d I t - r sryDV Proj Na

P ;?'/K P̂ST" 3V AT

ALT. MO "-•*•* (£,


y__lli_ Date ' " ~V •' : Subject J "' (A ' J* "^ _________ Sheet No.JLof _L±Chkd. By c^ natP 'lo-li -^ofoou-J ^gfts/g^/r- ^r^p ____ Pro^ No

2 ;

X;TT MA N

^ A: - /ffo > ouo 5 F^

HA/MT AT" ̂ 0-16 /


Date ±2£ Subject ___^^ ________ Sheet Noj£ofChkd. ByCAJ DatA /-3*-?3- -TdMLLi Fe^ltlLirj -T̂ 'P ______ proj No.

/e

5 • &EPQ477AJ&

X

/72o

o

.>?̂ /̂ x/e.

//•. V̂̂ fcftifJTZM̂ ̂ î̂ U '*̂


Date ^ Subject _______ Sheet NoJ^of J±.Chkd. By^J_ Hat* -?-? rom .gSxit'i.:- i~T-̂ Proj. No.

3 - -^ " i/_f

" 72-°°

2.

J) Paul C. Rizzo Associates, Inc.^_ CONSULTANTS

Date ''-:'~l Subject * •'* ________ Sheet No.-/̂ of j^hkd. Byĵ L. Date./Z£̂ zl rtWQLU reA^iziLin ̂ rm̂ y Rroj_ Na

/. < ire A-(A(MT,

A-f MA/for ^rT 3i /M'iP x t&o x 2

3

Z- C c


• * /.V •'QST /-2" Date " " Subject—— _________________ Sheet No.Zlof _/Chkd. Ry^-i n f l f f t g - 2 ~ -^ocu Fgsift..̂ :̂ -r̂ I> Proj. NO.

0 £M^3£T_£yALT MO "/A l^

5

-> .-524% ,000ct i '

/O, ooodP

IT o . /'"2-

/a,


y -- Date _f̂ !L Subject __£±[il__^L^_________ sheet No./̂ of _/Chkd. By£Â . natA /o-v-W TSMliV f&x&ur/

JPaul C. Rizzo Associates, Inc.CONSULTANTS

.q..hpnt -^oiLr ____________ Sheet Nn / of 3Chkd. Ry i'̂ ~ D a t e 3 L _ -Lnpf rri £•*.;—/ /Wvn.ys/£ ____ pr0j. NO.

S-mg/,L/Ty A^C him^v^ frcroe. of

i AJ PL-AcE. £> /= 7~// £1 TO ^ o

tae.fi}

L.L. ̂ -̂ 0£_&£.£, TO

S

ft LI. 5" o / ̂

o

;_ PA^f-f^C ~Ch- : ; T.-'-^-*-. :.'--- : • ?/j '.,f:p .̂ -'J C


Ry £*c Date 7'* r'̂ Subject -o^o^g_____________ Sheet No. JiL of Jl±Chkd. Ry^^ Da tP < £>/£/


Ry C-AC, DatP -?̂ r--'r/ s,,hpnt Ô^JOLLT:______________ Sheet Nln.3 of -Chkd. Ry -^^ Date_̂ /±L .'-oPg- ^^-^fe'^/ry AÂLV/ÎS proj_ Na

A (i-oy i

CL C

3.

_ _ __ /-/

EL . —

3^


By C-fic. Date —-1L. Subject "nwom: ____________ Sheet No._£ ofChkd. Rynom.- nate> ; 0/3qi S^af£ S-TAG :*.• — '/ £"f'-y*'^ proj_ No. 35-5

zr A; Fi> £. A, A T- / o AJ ^ /-j TV £.££. r£57" PIT'*T C l T L V Z . AVC f\ £

~Z°\

TO

Z ?f g .

2 f f / 5 ̂ /,

--' £ C1L.Ct.tLjft.

7"£S T J17 > T" /:-. /. .C /•./. y .-/•

• c o .

PROPOSED SOLID WASTE DISPOSAL AREATONOLLI CORPORATION OF PENNSYLVANIA

MAUCH CHUNK TOWNSHIPCARBON COUNTY, PENNSYLVANIA

Logof

TEST PIT NO. 1by

John S. McGill, Soil Scientist

Depth belowExisting.Ground Description of Material

0.0' - 3.5" Mine waste: gravel-sized fragmentsof slate, shale, and bony coal w/soir.e fines

3.5' - 4.5' Black silty clay w/ some organicmatter and roots

4.5' - 5.5' Mottled grey and yellowish brownsilty clay - massive

5.5' - 6.5' Reddish brown silt loam w/ 20%coarse material - platy

Bottom of test pit @ 6.5'

Notes:

1. The ground elevation at the test pit location was 993.37.

2. The test pit was logged on January 25, 1973.

3. on the date logged, the water level in the test pit was2.5 feet below the ground surface. After partial bailing,water re-entered the pit from all sides.

F. T. Kitlinski & Associates, Inc.Harrisburg, Pennsylvania

-2.

PROPOSED SOLID WASTE DISPOSAL AREATONOLLI CORPORATION OF PENNSYLVANIA

MAUCII CHUNK .TOWNSHIPCARBON COUNTY, PENNSYLVANIA

Logof

TEST PIT NO. 2by


Depth belowExisting Ground Description of Material

0.0' - 5.0' Mine waste: gravel-sized fragmentsof slate, shale, and bony coal w/some fines

5.0' - 6.5' Mottled grey and yellowish brownsilty clay - massive

Bottom of test pit @ 6.5'

Notes:


2. The.test pit was logged on January 25, 1973

3. On the date logged, the water level in the test pit was5.0 feet below the ground surface. After partial bailing,water re-entered the pit mainly from the northern sideat the contact between the mine waste and clay.


PROPOSED SOLID WASTE DISPOSAL AREATC^TOLLI CORPORATION OF PENNSYLVANIA

MAUCH CIIUXK TOWNSHIPCARBON COUNTY, PENNSYLVANIA

Logof

TEST PIT NO. 3by


Depth belowGround Description of Material

0.0' - 1.0' Mine waste: gravel-sized fragmentsof slate, shale, and bony coal w/some fines

1.0' - 3.0' Mottled yellow and brown silty clayw/ a trace of gravel - massive

3.0' - 6.0" Reddish brown silt loam w/ about20:4 coarse material (#4 to 8",subangular to rounded) - platyBottom of test pit @ 6.0'

Notes:


2. The test pit was logged on January 25, 1973.

3. On the date logged, the test pit was filled with water.After partial bailing, water rapidly re-entered the pitrr.ainly from the northern side' just above the mine waste -clay contact.



By Of\(, Date7--7r^/ Subject—r^tf^g____________ Sheet Nn 3 of 2*Chkd. Ry a)tA Data fo£/?/ ^Lof£ z-r»en.

•v•*Q~-

oVUvoVi.oUJ

J0£ 3

N^

\r-^ rt5 4

i 3

MJy- ̂ Q .^ ^ • 3 4/f ^ tf *l

M

X)

OV)

Ntl

2


y t>ftc DfltA T^r-y/ Snhjftftt TO«JOHZ:____________ Sheet No.Z5.ofHhkd. RyUJ^3 DateJ^2/1L_ 3top^ s-r^g>t. >ry />^i»«.y^»s proj, NO_ gy-s-?^


..y Qftc pate 7-a f-? / a,,Hĵ rt TS /J o ̂ ̂ r:_________ Sheet No./ZofChkd. Ry ljô natP ô/3/


Date 7-2 r-? I Subject "TofJoLL ___________ Sheet No. /2-of -hkd. By UM_ Datê l̂/L -


Sheet No._/i_ofChkd. Ry P^ "VV«' *̂'£ sr*g//./ry /UdLy/ Proj. No.

Table 2.2 Void Ratio. Moisture Content, and Dry Unit Weight for Some TypicalSoils in a Natural State

Natural moisturecontent in a

Type of soil

Loose uniform sandDense uniform sandLoose angular-grained

silty sandDense angular-grained

silty sandStiff claySoft clayLoessSoft organic clayGlacial till

Void ratio, e

0.80.450.65

0,4

0.60.9-1.40.9

2.5-3.20.3

saturated state%

301625

15

2130-5025

90-12010

Dry unit weight, %

(lb/ft3)

92115102

121

10873-9386

38-51134

•kNVm3)

14.51816

19

1711.5-14.5

13.56-821

Table 13.3 Approximate RelationBetween Corrected StanddrdPenetration Number, Angle of Friction,and Relative Density of Sand

Correctedstandard

penetrationnumber, N

0-55-1010-3030-50

Relativedensity, Dr

0-55-3030-6060-95

Angle offriction, d>'(degrees)

26-3028-3535-4238-46

WOODWARD-CLYDE CONSULTANTSPLYMOUTH MEETING LABORATORYPARTICLE-SIZE DISTRIBUTION

COBBLESGRAVEL

COARSE RNE

Diameter (in)8 5 4 3 1.5 3/4 3/8

100 1

90

80

!i 70i

60 -nfc ^

o so5 -"? 40(L

1 30

£ 20

10

0 _

"\\

X

•s.

A\

ELX"k

\\^

SANDCOAKSE MEDIUM FINE

SILT OR CLAY

U.S.- Standard Sieve Size4 10 20 40 60100 200I I | | i I

s !it.r\

i^I-L\\\

N

\\\\

"*Xn—— 'iV ̂t ™\M

\

^"•CJ

h-\'SL

fti.

^ v

«o_ • •H1i-Ea.i«

•

M— i —— . .i

_̂

200 100 10 1 0.1 0.01 0-.001GRAIN SIZE (mm)

JOI3 NUMBER : 91C2627JOB NAME : PAUL RIZZO; TONOLU CORP.

SYM BORING* SAMPLE* DEPTH DESCRIPTION *M «l («) % (*)aa

TP5B-STP88-3

DIC QUAY CO TO JJ OMUBlfY S1UY 00 TO H SAND £8MiD(C pft>\Y CCJ TO fl SANfiV 00 TO H GRAVEL ĈU)

\7.24.1

oo^ *^ N

-ill,Utc1 o«oHH. o w10 *Jm

V

O

o»̂>

Oo•

1-1

£

&.*

I ^H PI•o m-̂ U r-l CT»5|

inot-^_

WOODWARD-CLYDE CONSULTANTSPLYMOUTH MEETING LABORATORYPARTICLE-SIZE DISTRIBUTION

COBBLFSGRAVEL

COARSE FINE

SANDCOARSE UEOIUU FINE

SILT OR CLAY

Diameter (in) U.S. Standard Sieve Size8 6 4 3 1.3 3/4 3/8 * 10 20 40 60100 200

i n n i i i i i

PERCENT PACING BV WBGHT

90

80

70

50

40

30

?0

10

0

r-f"—If

:{ii4~

•f•1

————— "T

~ {•

\

-r•

r*\\\\^

\\\\

fe

Hi

V\\̂,

l.

~ h

C«•

k.

***.•.••^

^

"~ '•'*• 1

f-r,-.:!

^'T

: : s J

1V

'l — hA_

V' •

i

^

I . -

L!

k_

ŝ

200 100 10 1 0,1GRAIN SIZE (mm)

. JOB NUMBER : 91C2627JOB NAME : PAUL RIZZO; TONOILI CORP.

SYU BORING*. WUfLEf. DEPTH- DESCRIPTION

jjTPIO-STPS1-3

j"̂ TSL,.

K ,̂4•—

0.01

iROVUN SILTY CO TO Ft SAWDY OO TO Ft GRAVEL lotfBROWN COARSC TCJ fltJE GfttfJEL. TRACE. SANp i(ff̂

7.53.2

•=BT1 — 4-

0

HW

001

«K«)

£rtE£.r /70?>-. 1

'S3,

1,ll

i t *i * ifM83v R R S R S S * " * * * * « = • • a *

u& „o *'£ I'

l g*j- ________._______i «. Ma I————l——l—————————————————————————i ji j I2 ( 4 ^ ^ 1 T ^ ^ ^ » ^ • w r » • i J ̂

1 sl3

ii5

Ill'r+ *5

-. 1 1"-» JJ

I 1111&

1

I !i i*

1i i

k

*. *^ 3?

• 0

* *.• a

S 3 2 3 SJ d a • -

5 StJ d

S 1 S i S § 5 S

Paul C* Rizzo Associates, Inc.CONSULTANTS

> e. e_c

X ; sr//-JG

SLOPE STABILITY Sections - 89-599

T£JO^X: _____________ Sheet No. ̂1. ofDate lo 3: ̂ ^^QP^


Hy *v*c. pate -T-ẑ -t I Subject ->•/"-


Date 7-3̂ ' Subject r-odbu.z.____________ Sheet No._/!_ of IfLChkd. By uiĉ pgtg 'Q/V^i s*-op£ s -»-v>€.-^ ' TV /w>*v&/£. Proj. No.

of=SA£€.r

I . (,77 A-

, C on

p IL6.L / >*

PROFILSLOPE STABILITY Section A-A, 89-599, NO CAP Calculated iy (•>&

** PC-STABL5R ** Checked By /̂ dataPurdue University _ . .,Pro;ect No.

Modified at PCR to plot with ACAD

— Slope Stability Analysis —Simplified Janbu, Simplified Bishop

or Spencer xs Method of Slices

Run Date: 7/25/91Time of Run: 1000Run By: DACInput Data Filename: TA.INOutput Filename: NOCAP.OUTPlotted Output Filename: NOCAP.LSP

PROBLEM DESCRIPTION SLOPE STABILITY Section A-A, 89-599, NOCAP

BOUNDARY COORDINATES

16 Top Boundaries24 Total Boundaries

Boundary X-Left Y-Left X-Right Y-Right Soil TypeNo. (ft) (ft) (ft) (ft) Below End

1 99.00 98.00 100.00 100.00 32 100.00 100.00 106.00 104.00 33 106.00 104.00 113.00 106.00 34 113.00 106.00 120.00 108.00 35 120.00 108.00 131.00 110.00 36 131.00 110.00 139.00 110.00 37 139.00 110.00 146.50 107.00 38 146.50 107.00 150.00 108.00 3•9 150.00 108.00 158.00 110.00 510 158.00 110.00 166.00 114.00 511 166.00 114.00 176.00 120.00 512 176.00 120.00 • 190.00 130.00 513 190.00 130.00 196.00 135.00 514 196.00 135.00 204.00 135.00 515 204.00 135.00 206.00 133.00 516 206.00 133.00 333.50 133.00 417 206.00 133.00 212.00 131.00 518 212.00 131.00 333.50 131.00 219 212.00 131.00 298.50 103.50 520 298.50 103.50 333.50 103.50 321 150.00 108.00 298.50 103.50 322 99.00 91.50 150.00 93.00 123 150.00 93.00 310.00 98.00 124 310.00 98.00 333.50 98.00 1

ISOTROPIC SOIL PARAMETERS

Otecked By5 Type(s) of Soil -Sheet No

Pro;ect No.Soil Total Saturated Cohesion Friction Pore Pressure PieType Unit Wt. Unit Wt. Intercept Angle Pressure Constant SurfaceNo. (pcf) (pcf) (psf) (deg) Param. (psf) No.

1 122.0 131.2 100.0 32.0 .00 .0 12 80.0 80.0 .0 10.0 .00 .0 13 81.0 94.0 100.0 29.0 .00 .0 14 62.4 62.4 .0 .0 .00 .0 15 122.0 131.2 100.0 35.0 .00 .0 1

1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED

Unit Weight of Water = 62.40

Piezometric Surface No. 1 Specified by 3 Coordinate Points

Point X-Water Y-WaterNo. (ft) (ft)

1 99.00 98.002 120.00 101.703 320.00 103.50

A Critical Failure Surface Searching Method, Using A RandomTechnique For Generating Circular Surfaces, Has Been Specified.

400 Trial Surfaces Have Been Generated.

20 Surfaces Initiate From Each Of 20 Points Equally SpacedAlong The Ground Surface Between X = 110.00 ft.

and X = 160.00 ft.

Each Surface Terminates Between , X = 190.00 ft.and X = 245.00 ft.

Unless Further Limitations Were Imposed, The Minimum ElevationAt Which A Surface Extends Is Y = 50.00 ft.

5.00 ft. Line Segments Define Each Trial Failure Surface.

Following Are Displayed The Ten Most Critical Of The TrialFailure Surfaces Examined. They Are Ordered - Most CriticalFirst.

ARSONS

* * Safety Factors Are Calculated By The Modified Bishop Method * *

Failure Surface Specified By 13 Coordinate Points

Point X-Surf Y-Surf .,.,.,,cueucy.£££o'3Ul.No- (ft) (ft) i :nflf*Bn Hy H)^ natfl IJ/3/*,

1 154.74 109.182 159.70 109.80 HfOetfNo.3 164.61 110.734 169.45 111.985 174.21 113.536 178.85 115.387 183.37 117.538 187.74 119.969 191.94 122.6710 195.96 125.6411 199.79 128.8612 203.40 132.3213 204.97 134.03

Circle Center At X = 147.6 ; Y = 186.9 and Radius, 78.0

*** 1.677 ***

Individual data on the 18 slices

Water Water Tie Tie EarthquakeForce Force Force Force Force Surcharge

Slice Width Weight Top Bot Norm Tan Hor Ver LoadNo. Ft(m) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg)1 3.3 81.8 .0 .0 .0 .0 .0 .0 .02 1.7 151.4 .0 .0 .0 .0 .0 .0 .03 4.9 1086.1 .0 .0 .0 .0 .0 .0 .04 1.4 464.6 .0 .0 .0 .0 .0 .0 .05 3.5 1476.7 .0 .0 .0 .0 .0 .0 .06 4.8 2752.3 .0 .0 .0 .0 .0 .0 .07 1.8 1219.6 .0 .0 .0 .0 .0 .0 .08 2.9 2158.6 .0 .0 .0 .0 .0 .0 .09 4.5 3963.4 .0 .0 .0 .0 .0 .0 .010 4.4 4305.6 .0 .0 .0 .0 .0 .0 .011 2.3 2348.8 .0 .0 • .0 .0 .0 .0 .012 1.9 2074.4 .0 .0 .0 .0 .0 .0 .013 4.0 4485.3 .0 .0 .0 .0 .0 .0 .014 .0 43.4 .0 .0 .0 .0 .0 .0 .015 3.8 3572.9 .0 .0 .0 .0 .0 .0 .016 3.6 1942.6 .0 .0 .0 .0 .0 .0 .017 .6 173.6 .0 .0 .0 .0 .0 .0 .018 1.0 119.4 .0 .0 .0 .0 .0 .0 .0


Point X-Surf Y-SurfNo. (ft) (ft)1 149.47 107.852 154.30 106.56

3 159.26 105.904 164.26 105.895 169.22 106.526 174.06 107.787 178.69 109.668 183.05 112.11 ProystNo.9 187.05 115.1110 190.63 118.6011 193.74 122.5212 196.31 126.8013 198.31 131.3914 199.36 135.00


*** 1.696 ***


Point X-Surf Y-SurfNo. (ft) (ft)

1 152.11 108.532 157.02 107.593 162.01 107.254 167.00 107.525 171.92 108.386 176.71 109.827 181.29 111.838 185.59 114.389 189.56 117.4210 193.13 120.9211 196.26 124.8212 198.89 129.0713 201.00 133.6114 201.45 135.00


*** 1.715 ***



1 154.74 109.182 159.73 109.013 164.71 109.464 169.60 110.525 174.32 112.186 178.79 114.417 182.96 117.178 186.75 120.439 190.11 124.14

10 192.99 128.2211 195.34 132.6412 196.24 135.00 Project No.


*** 1.732 ***



1 154.74 109.182 159.71 109.683 164.62 110.664 169.40 112.105 174.03 114.006 178.45 116.347 182.63 119.098 186.52 122.239 190.09 125.73 ;10 193.31 129.5511 196.14 133.6712 196.87 135.00


*** 1.740 ***



1 152.11 108.532 156.92 107.173 161.86 106.394 166.85 106.205 171.84 106.606 176.74 107.587 181.49 109.148 186.02 111.259 190.28 113.8810 194.19 116.9911 197.71 120.5412 200.79 124.4813 203.38 128.7614 205.44 133.3115 205.50 133.50


*** 1.763 ***

Project NoFailure Surface Specified By 10 Coordinate Points


1 160.00 111.002 165.00 110.973 169.95 111.704 174.73 113.175 179.23 115.356 183.35 118.177 187.00 121.598 190.09 125.529 192.55 129.8710 193.81 133.17


*** 1.769 ***



1 152.11 108.532 156.89 107.063 161.83 106.334 166.83 106.355 171.77 107.126 176.54 108.627 181.03 110.828 185.15 113.669 188.78 117.0910 191.87 121.0311 194.33 125.3812 196.11 130.0613 197.16 134.9414 197.17 135.00 '


*** 1.772 ***



100)

1 144.21 107.92 ..,v.2 148.56 105.45 «J

41.69 + Calculate* iyjĝ MU ) z

PROFIL rakidatedlvnAt date 7/^SLOPE STABILITY Section A-A, 89-599, Cap oaicuiaiei»yii_k_iaw__i——26 16 Checked iyjj

98. 100. 100. 3 .̂̂100. 106. 104. 3 5"MIP ,104. 113. 106. 3 Project N«. -JLL---LL

3. 106. 120. 108. 3120. 108. 131. 110. 3131. 110. 139. 110. 3139. 110. 146.5 107. 3146.5 107. 150. 108. 3150. 108. 158. 110. 5158. 110. 166. 114. 5166. 114. 176. 120. 5176. 120. 190. 130. 5190. 130. 196. 135. 5196. 135. 204. 135. 5204. 135. 213. 138. 6213. 138. 333.5 140.4 6204. 135. 206. 133. 5206. 133. 333.5 133. 6206. 133. 212. 131. 5212. 131. 333.5 131. 2212. 131. 298.5 103.5 5298.5 103.5 333.5 103.5 3150. 108. 298.5 103.5 399. 91.5 150. 93. 1150. 93. 310. 98. 1310. 98. 333.5 98. 1SOIL6

131.2 100. 32. 0. 0. 180. 0. 10. 0. 0. 194. 100. 29. 0. 0. 1

62.4 62.4 0. 0. 0. 0. 1122. 131.2 100. 35. 0. 0. 1120. 120. 0. 32. 0. 0. 1WATER1 0.399. 98.120. 101.7320. 103.5CIRCL220 20110. 160. 190. 245.50. 5. 0. 0.

** PC-STABLSR **by

Purdue University

Modified at PCR to plot with ACAD

— Slope Stability Analysis —Simplified Janbu, Simplified Bishop

or Spencer xs Method of Slices

Run Date: 7/25/91Time of Run: 1500Run By: DACInput Data Filename: T.INOutput Filename: CAP. OUTPlotted Output Filename: CAP.LSP

PROBLEM DESCRIPTION SLOPE STABILITY Section A-A, 89-599, Cap

BOUNDARY COORDINATES

16 Top Boundaries26 Total Boundaries

Boundary X-Left Y-Left X-Right Y-Right Soil TypeNo. (ft) (ft) (ft) (ft) Below End

1 99.00 98.00 100.00 100.00 32 100.00 100.00 106.00 104.00 33 106.00 104.00 113.00 106.00 34 113.00 106.00 120.00 108.00 35 120.00 108.00 131.00 110.00 36 131.00 110.00 139.00 110.00 37 139.00 110.00 146.50 107.00 38 146.50 107.00 150.00 108.00 39 150.00 108.00 158.00 110.00 510 158.00 110.00 166.00 114.00 511 166.00 114.00 • 176.00 120.00 512 176.00 120.00 190.00 130.00 513 190.00 130.00 196.00 135.00 514 196.00 135.00 204.00 135.00 515 204.00 135.00 213.00 138.00 616 213.00 138.00 333.50 140.40 617 204.00 135.00 206.00 133.00 518 206.00 133.00 333.50 133.00 619 206.00 133.00 212.00 131.00 520 212.00 131.00 333.50 131.00 221 212.00 131.00 298.50 103.50 522 298.50 103.50 333.50 103.50 323 150.00 108.00 298.50 103.50 324 99.00 91.50 150.00 93.00 125 150.00 93.00 310.00 98.00 126 310.00 98.00 333.50 98.00 1

ISOTROPIC SOIL PARAMETERS Checked iylL- date2

6 Type(s) of Soil PrtjsdNi.

Soil Total Saturated Cohesion Friction Pore Pressure Piez.Type Unit Wt. Unit wt. Intercept Angle Pressure Constant SurfaceNo. (pcf) (pcf) (psf) (deg) Param. (psf) No.1 122.0 131.2 100.0 32.0 .00 .0 12 80.0 80.0 .0 10.0 .00 .0 13 81.0 94.0 100.0 29.0 .00 .0 14 62.4 62.4 .0 .0 .00 .0 15 122.0 131.2 100.0 35.0 .00 .0 16 120.0 120.0 .0 32.0 .00 .0 1

1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED

Unit Weight of Water = 62.40

Piezometric Surface No. 1 Specified by 3 Coordinate Points

Point X-Water Y-WaterNo. (ft) (ft)

1 99.00 98.002 120.00 101.703 320.00 103.50

A Critical Failure Surface Searching Method, Using A RandomTechnique For Generating Circular Surfaces, Has Been Specified.

400 Trial Surfaces Have Been Generated.

20 Surfaces Initiate From Each Of 20 Points Equally SpacedAlong The Ground Surface Between X = 110.00 ft.

and . X = 160.00 ft.

Each Surface Terminates Between X = 190.00 ft.and X = 245.00 ft.

Unless Further Limitations Were Imposed, The Minimum ElevationAt Which A Surface Extends Is Y = 50.00 ft.

5.00 ft. Line Segments Define Each Trial Failure Surface.

Following Are Displayed The Ten Most Critical Of The TrialFailure Surfaces Examined. They Are Ordered - Most

First Checked iyû > gate33. .t

Ĵ• rgi-dN. - __

* * Safety Factors Are Calculated By The Modif le£r BT'gn6p Method"""*


Point X-Surf Y-SurfNo. (ft) (ft)1 154.74 109.182 159.70 109.803 164.61 110.754 169.44 112.025 174.18 113.616 178.81 115.527 183.29 117.738 187.62 120.249 191.76 123.0310 195.72 126.0911 199.45 129.4112 202.96 132.9813 204.99 135.33


*** 1.662 ***

Individual data on the 19 slices

Water Water Tie Tie EarthquakeForce Force Force Force Force Surcharge

Slice Width Weight Top Bot Norm Tan Hor Ver LoadNo. Ft(m) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg)1 3.3 81.8 .0 .0 .0 .0 .0 .0 .02 1.7 151.4 .0 .0 .0 .0 .0 .0 .03 4.9 1080.8 .0 .0 .0 .0 .0 .0 .04 1.4 462.2 .0 .0 .0 .0 .0 .0 .05 3.4 1457.4 .0 .0 .0 .0 .0 .0 .06 4.7 2702.2 .0 .0 .0 .0 .0 .0 .07 1.8 1211.8 .0 .0 .0 .0 .0 .0 .08 2.8 2075.1 .0 .0 .0 .0 .0 .0 .09 4.5 3818.9 .0 .0 .0 .0 .0 .0 .010 4.3 4099.4 .0 .0 .0 .0 .0 .0 .011 2.4 2358.6 .0 .0 .0 .0 .0 .0 .012 1.8 1786.2 .0 .0 .0 .0 .0 .0 .013 4.0 4125.7 .0 .0 .0 .0 .0 .0 .014 .3 299.8 .0 .0 .0 .0 .0 .0 .015 3.5 3001.9 .0 .0 .0 .0 .0 .0 .016 3.5 1629.0 .0 .0 .0 .0 .0 .0 .01.7 1.0 • 180.0 .0 .0 .0 .0 .0 .0 .01 .4 30.4 .0 .0 .0 .0 .0 .09̂ .6 18.5 .0 .0 .0 .0 .0 .0


Point X-Surf Y-SurfARSONS

No. (ft) (ft) Calculate*i 149.47 107.85 Checked ly,2 154.28 106.47 3feet NiJLl3 159.22 105.70 _ .... 8

2 162.37 110.013 167.34 110.52 Calculate*

6 181.87 114.157 186.50 116.038 190.99 118.249 195.31 120.7510 199.44 123.5711 203.36 126.6712 207.06 130.0413 210.50 133.6614 213.68 137.5215 214.04 138.02


*** 1.719 ***



1 149.47 107.852 154.28 106.473 159.23 105.774 164.23 105.755 169.18 106.436 174.00 107.797 178.58 109.798 182.84 112.419 186.69 115.6010 190.07 119.2811 192.91 123.4012 195.15 127.8613 196.76 132.6014 197.21 135.00


*** 1.724 ***



1 152.11 108.532 157.10 108.363 162.09 108.764 166.99 109.725 171.76 111.246 176.32 113.28

130.62 115.34 flR3 01.4.57

8 184.60 118.87 fialriilatiMi ay

Calculated ly_fi£L *ate__Zi££- 7is 208.75 132.72 Checked iy (*

Calculate* iy£A^ data ̂ r-i^ ̂&16 212.98 127.94 CheckedivÛ L, date I«/?/'?/17 215.54 132.24 liMtKk^^ .f 2̂18 217.70 136.75 WWtNi—————•(——^_L_19 218.21 138.10 PrfjectNr _


*** 1.772 ***

Y A X I S F T

.00 41.69 83.38 125.06 166.75 208.44

X .00 +————————+————————+————————+————————+————————+

41.69 +

A 83.38 +

- * *- *

.*.W.*

X 125.06 + .....

.. .3**. .3*

250.13 +

I 166.75 + .....825*... .9321.*.....82217.....982317*......82215*...... .08831*

S 208.44 + ...... .004*8........ *0*

291.81 +- *

*W

Paul C. Rizzo Associates, Inc«CONSULTANTS

Ry ££c r>ato/o-?-a' Snhjart TO moil i____________ Sheet No.JiofChkd. Ryvotfl Datel5/̂ _L St,upg s-rA-e/t. > -*-y #v#t-ys'< proj. No. ^'r

; \

. 2.

// r-c / ̂ 73

££ /f V ToF o &(?,(>. FI-* ,

APPENDIX C

COST CALCULATIONS

DETAILED COST SUMMARIES

-I t- H< u c/iI- UJ OO ffi (O *— '— (V

o: co oCO CO f-U> O CNco tn co

O CO CO O)CD ^T fJLOCO CJO O C O C O C v J r ^ OID Co. CN 03OJ CO iiif--co OO o r ^ r ^ C T c o i nfNCN *- CO riCO T P*. tf O *-CN ̂ TCM --ton c n n c o ^ i o t o n r - * - r ^ o j > r -CO CO CO CM CO CM r-

C O O ^ O O-

CD CM IT)r*. ID toCO CCJ

< Uv- uj OO C o>- o

(AOO

5 §o

I SI I

CN CO CN ID

•- r-. o OJCO 03 TT CD •- IDCO CN ID f- CO

CO*

isIs

< o wt- i! oO £ o

00 z. ̂o o c D c S< 3 I I ! 2

= ="3= x

i •s |S* -el s I £ I21 l i i f i§ ill I3 s s s i = i ™ £ Ti 1 - -B - -o I *I £ £ S I 1,1 - a n .£ » ~ .S ^ ,£ •g 2

O C M OOf^-o Oj(Ncoco•

c o m n m

o t O T f c o ^ n i n n CNO O " D C O c M r « « . oC N L D M C O CO IDI^-(O OO O r v - r o C D C O U Jr-CO(Nn XT f>-^O T-W ^TfM *~

-I h- H< O wi- iij OO c o>- Q

O

<S O19s8 =5•3

en o

«g- tDCO CN

0CN

S

D

j1

OJCO5CD

CN o en o01 CD ID COID en en 10en CN ID coID *r co coCN CO"

ĈOCO

en

CN 2co 2CO 3CO CO

CNCN

I

SO)o

•»r CN " do

SpH=Q:

—< 0 enh- uj oO CC - o i J-5 4. .£ S o i i ^ o o g t 3 « S- « r p - 7 r r - ^ 2 3 « £ _ ^•C I "§ = 3ral'«"5'5^ W c* T; "

OO CO C O C M O O «— tM(DCO(O^fO) O*^O O C M C O ( O r * O t C O C O h » OO

CO* Co" CO* 03* W CO* O"co co oo en co i- CM

(\ CO COen CD oen CD r̂ifl ooo c*J

-U- r* IDt- to T-Ol CO f-

C N C O O Oi-*-COCTfflCO

*-on o ocoococo-* r* a o T - i f l -O J P O t D Tf- OCMt-W C M « -

CD CO CD Ifl O) CM IDCN CD LD r* h* tfl COO O CM CO" CO" CO* CD

CO *--U> OO O O O O O l D OOIOID^CD qq ^ T O o o q c q c D . *r q >- CC >->>- W >. u. u. u. > > (J; w

n -

Is

CD (D r* O

O) »- CQ IQLO r- O CMCO CO i—CN

•tf OCD CN

CO LDCO tN

IDOJr-coCOCO

CN CO

03 •-co r-CN CO

to r-r** *rV O)03 OO *-

oo-q-eo oto^a- O C M < Dr r c M L O n^-co cocotfLD CO (D O^fO3 '*CO*rcotoco r^coo ^-cMtbco" co f̂

COCO

O)

s 1(D JiCO 3CO C/l

(OLOLO0)

I

CM

OCM

s"° w

H—gl §2? *

!;» S @ S £ © 25 w « _ i : Q M ^ ,lz -. @«c _j § ®

II I 111 li!

r* n m f , » u , ^•— - -- -- _ . . _ _. . _, pj p) r- CO

o

I?1 I

op ?z*3

^^ u *• •• in-Ills_ •§ '• a •O S c •=o- =

< d S ~ lio i- z < ao<

I t ? ! i a io

™ ffl a. . ^ c ^ 50 u •= - «i a _;_,•_: a a -21- « ? ^ OT « w S ̂ ̂ £ £ w -a x £ eII 5 = s-£'£.-£fefel sSf S l| . l|sw jj rt y o

i

11IIH H2- ^ 1. - , r- r- g ^ M g S £ g «

•n! •» •3 -5 3 -5 OT d — "5 *"_; **£ £ H x x x mn.gj ^,E. £

ID -tT •- (Oco tn co us^- O N r-

-

O CD •* COCM ID IN CO«- CO CN COOJ T- PS ro

C O C O C N - -

O CD 03 ID O CO'*- ID OO O O O O O ID OOl£N C N C N U 3 O) ID'tCO °.°. ^ • °. P 00 CO (O «TO(Do* o d us n' n ro u» ^ o oT CD' co ID 10 -̂ ai CD ̂

• -

o *- w o

< a £ aQ_ i_ ._ i-« « *jO D. Q. Q.± ID CM CM•8 -IT 9£888

o o o o o80 o eo CMID tf CO OJ

*- CO CDco *- oo*-

00000

co r-fc 10 r* «—«- en CDCO T- CO

ID ID O) COID ID CO «-CM TJ- r̂ ID

(N CO CD COO T- CO

"*

CM COCM f-i- IDO IDr- COID COCM

COCMCO

COCO

CO IDT- IO10 -vr- tOID CO

ID CDCD CDCD •

Is 5 I i Isi .s s 08OO 03 CO *f ** O O «— CN CO CO CO *t O) O C N Q O CN CO

* s -g£ n Si

O

I**.£ tO CM CMt'-.'-.ov O O Qo: «> 5>

§O O O QQ O Q3 CM

CO f̂ ID f*» ^•- O) Oln ^- co

•-

o o o o oO o O co CMo ID •v to en•-

J f_ V-< O tfi% y °p £ oH Q

M .2

< ̂ S IIg

S - 4 o ? "P5 I 5 ?S3 i E • s §r. o £ u> •» Sui a: o o ooo c z .. i- "» t: Cu wuS •= •= = 3 "a * " c - " _: " -^£ 1 £ 1 £ 5 I £ S .§ S| 51

CO O O) CM (O n n ^- O)CD O O)CT)COO(DCNIO— o o n c c r - c o i o r -c*)" o" " " " "

tOr«Of J C O C M'

nooo

r* r«. co^r ^ »-o* o" 6

O a*— O

*T PS «t Ĵ-

8^(OtOOWO*- COCO«-

CO ID CM ID COo r^

n c o o s c o c M c o ^ j o O I D I D « - o . - _ _ _O o n n o n c o c M ;C N C O C O C D " 1 " *" *- CMCM

—,tn--.-T-

r- V-o tnLU O

S oo

•sIS:

C

1

1e

"5

5

CN *r CO CN O O OO CO CN pv O O ^'TOO'- CN ID IDCO ID - *-CO CM »-

CN CO ID— O CMID fO O3CO O P"-OS f-

co o co co

•* O CN CM

"*

CM ID

CM IDr*. COID OJ

"

O)COP-.o0

I- (-*0) O

3

Q "§ =s IQ- -,

H « -1 a**• O ^ Q.

P= 5 i" ° E

211*11W £E O O QS S £ u c "5_i — ° > 2 vlififlO ° 2 < Q <

3* •- •-< U f>I- UJ O050>- Q

I 8i

3 S 1 11 i„• s s s ° o .. - . _ „ .«—'•^•=3.3-5 w ^ _; *" _:& E i 1 11 r ^'=a " -

o to CN

as£ o0

V̂I

d=c

1

2aSS

3lO O CO O O OID COCO r- 03

TT ID CO O

Tt CO V COto tr coCO

2§§?r» o o) r~*T *T CO

m CO IDf̂ CN CN0) CO T(O O3 CO

•- tr co LDrj- CO CD IDCN -tonT** LO f̂ CNTf CO

CD

CN LDCO COCN IDr̂ coID CN

p«.OCOnCO

CO CO

> be a: =

•= = = 3 3 ^ mc-' "-:I I 1 :£ £ £ - - - £ S .1 ^ .s

to c» to co eoCO10T-O o o « co i—co" co" o" to" o"O CO 01 «- CS

o co CN ID o r- o- O L D M

O O tfl C-J (O CD Oco co co ID ID «- CDCD IO CO v- IO 01 CD

C*J ID CN

CMO OCOP)CNr^Ooo or*r*oj(oiDi-CN TTW T-CD

ocoo^r•

(N CN IDO O CN

O O O O O ID

r̂ r-. rr *r *~

0 3 O O O O IO O O O O~ C N C O C O C O C N C O ' *">lOjaCO M C O C D C O r ^ C O m

CM CS CO CO CO COto — »- *- co co ;;;*

1 g 1151 fU CO 5 £ O - J C L O O C 3 C O

A

£

"\ lit

«; o wtu oo cc o

!~ O

So -E

-1* Sh^3 O O » a

-58 -3 Ti -. 9 -B .2 > 4» O O OX E I

,E UJ CM CM

15"

§0000O O W CD

O LO ^T CO COn f* ID T- r+-- O) OJn ^- m

o •- *-T- O3 OTT O) CM

O O r- iflP1* M O) COM CD O) i-05 PJ T-

OJ CM

o1 _o E o>- Q

*-„ oID N .o to cn (o o

•̂ LO LO LO OJCN CO 00 CO CMCM CD

< £ 5 =2 ?Si *£ o —*f" a. o. o, c ti10 CM CM 2 .2• ~> 8 r- o £

I

10 O Oto o ops. O IOen T CNto eo

(0

oCDenCO

S8810 T CNto co

(O

CM T to CM O O O O O OOOe n o o c n O O O C M C O T O OO to CN r- o to T en co C O T C Oco 10 T *— T-ojo)

h- UJ OO IT o!- 5

2 < Q <

Q. c

x 6*r Q.S '5

o w n c o r ^ o CD to r^r o r o c j p j o o c N r-^roaTT'S-t-i-tOOa *3-OJO)"

OCDO'tOO-

r* ua nCO CO (O

OJ CD CO ID Ifl •-

. q q q q q ̂

«< O O O C O C O C > J « ) '

cl *° S^^^^r^^m

o

, I > o. J £ » » 1 S S < o 5 ; £ S > 3 5a.^ = s z -S 3 "3

•̂ -£. a p>~ 5

e, 3" deep. 3/8C"

3200

mg/KQ, me

1*CN 5

CO Or*. ID

CO COr*.•—"~

IDCOIDCN

CO 0»- iflr- *rCO CO

*~

&s

waste

8CM

0OtoCN03

ited areas

only

0 mi. R.T.

Compact

i i sX CU

8 IDto03 COcn oCO O) CD O) CMco r- UJ *- r* co ID«- O3 OJ CN OJCO •- CO CO

^ ID

CO OCN *-

-g- coCO

co co r*CO CM

r~

CO IDCM CNeo r̂03 CO

CN 03 CD T̂r-» co CN coCD CD CO IDCO O O O3r* co -̂ oj«- o •-CN r-"

CN t̂O3 CO03 IDCD 01cn ai*. -

CNCMCO

CD

r- 03CO COCM COCN O0 COt- CDCO

CO COr*. CNCN CO(D 6o *r

CO ID O 03SCN ID f.

CN T̂ *-r̂ r- -* ca•*r *- co a>CO rx •«• ^T" *-* co"

IDCN

CO03

O3

CM "5« SCO CO

0CNCOo

COoo>CO

*- r*. (D CB CO^ T O3 ID xf

CO ID T CN CO

CO* CO* ̂

2 o o o o o o o5 o o u i o o o oq q us q q q6 d ^ "•* *r CN QCN O IN CO CO r- O

ID r- CO r- CN

CN CM IDO) ID COO CQ CD

?iCD O r- tD^ q •

O tc o•- Q

2 "

ic/j cc o8 8 I*3!t O S

i u u< Q <

(N

oo s o>- a

isso8-o

S h -u CC w* -• &

o o o o o

co f-» ID i- r— OJ O)CO *- 03

i88O) CM IO

OJ CMCO IDCS O)

S o ° e - *"«- coI*. O O3 r-oa r-» n o

r>. ^ r-

r~ i- COO 01 CM•cj- T- CMCO ̂ OOJ CM

"~

•«•COCMCM

8"

OCOOJ

01

•W- CM CO O3CO (O CM t-CM r» tO ID

f f" T U>

* "' £IDCM

CM0)

S 2i i

8^O

CMCO0

r- — *-•

i2 * -5 1 •§ a '=a ^ •= " «

_j j- t—< O 01i— uj nO S ot- S

CN tO COO) CO O01 co r*.

O O l O f N r ^ . C N C O O * T Orx £ D t - < 0 P ) C N ^ h * L O Ocncotoifl t r * 3 - * - « j * - (N

- -

— o ™ -^ •-' •^ — ™^ ».«... "j« ^ C 3 * D C O W r *

S

is - s "fi-le i It^ i— rr ^c h— 2*"

O O c « g ?

i 3 I | t -*~ O 3 r ~ c

5 g 11 81O h- Z < Q <

9-5 i-

O CO O3 r-

CM O) CO O CO CM Ifl

co* ID* d" CM to o" «TCO CO CO CO T— CO

nc o - i . * * .> » « T: oEM oP* O

CD **• P-. COCN W CN IDd 6 d N

CO O) ID CDrJ- CO «- ID , OO O O O O O L O OOlDC M C M U J *~ "T ^ ̂ ̂ °. ̂

« df

IHf?: « yS '"-?£

1 %o EE S

« _•7. e

5^5 J i i f ill I I_^,- O O C O O O O lO^ - i O C N O O O O O O O 1

o

II

' o;&I O

t o g. c G §< o S S " 5O h- 2 < O <

' j i—< oSst- Q

_£ £ O .^ i: £ £ O O•c H !I !i _• _: _r — —

(5 rg

-- '

O L D O C J CO i-OPO O O C O O ^ t O OID OS Tf »- CO COCO^f f* C-4DeNrr>- CO O3PJID rj-I D T - C O C O CO OO^r CN C

OCN

O t O C O l O CD-* C O i - l O . OO O O O O O U5 O O O O O I OC N C N W I D "̂̂ ^i^00. °. °. ^tQ0.0?0?1^ *̂" .̂ Q °°., °l ̂o'o'ou) co*o rocoui t-^o o a t d c o t D i D w - • S t ? - ^ S « ^ - D - ¥

a

S c S5 0 0 3 W ^ : ™ t ,— ~ 5 E c 0 o 3 j : >?- siil? § =! i|_ J'Ĥ i» pSi -5«;* ^ II111 Sli?>l fa ols??l II _ i?O 2 i ; 0 ' = H ^ m t j - Q — . c o O S T M C S O - q o y O ' - a§ 5^^£ 1 ^?|lEigI1 ^sf2gggiS^2£l ss -BH-.0.. = m ? ,

lfii.1 ! l l i l i l l l ! llllli^^«»l ill^.M-l I?1I

f

-» H 1< O 'I— UJ !„.P 5 O*~ a

1^1lilt>• -d -rf « £M - •- si - Is"II2 * . ! *" 8 8 « TJ e S„- n m 5. S o o^ A A S > *" «•3 o 5s •= u^111 sl^

6" O O" •-

U J O O O IflOr ^oOlD o Or - O O C M .-(N

.1i soa

IS5

| 88 8 8 8 81 4 8S 888- •- CN en ID t-

(*•» ffl ID t*>r̂ o* cd cd

I D O O Or-

°;SS&5o •* o o o

S

"1 1 .§"O ** O " o >•c .a1 8 2 Og | ?°mi iji i mi nunsill ill,! fm Mill?

€ " -3 ? 5 iS 5 E--6S."S g r a < > " oa-a::.a-5HS'S- ^ o S 8 o » o 8L T i t n n _ ^ = S ri . - , « c M > ^ - r t

pill> S 1 o 5

"*"* ""*. Z ^ O O .-. — > •^f-rf*-**"*

T! 3 o g tS S. S 8 - g f S =| s - * TZ "SO O U J O Q O U LU o re ̂ O -S O o O O° 5 tc c a m t - t r irjX£ «5(n°j°

< o wH uj OO £ O

^ O- = 5 OZ M () o • Jt- 2 < a <

1*

— 5 ° £ °E E E x x x mcoS ^rc ;:c

c o c o t o r f c n O C M O o c N C O t o r ^ o cocor*CDO'COCMID Ol^-O C 0 0 3 C M C O C O C M i-^TCOC O r - t D L O f ^ O l D C M T T j - i - T - C O C O « r C M C D

irTcMrC 10" C N C M O J us

O .2 ^ S S g . g 2 " - S S ^ y s 2 °-SS

: S | , § « S s 2 g

' "3 .- .= 3 ,2 > :

^

e

— —

-J h- t-< O «t- uj OO C o^ Q

•«

S

a 6

5 ~ =

s S g 2 ao 5 I s *

I in ,5? 1 i iI *mlli III li i fi» * t s i t i i i - s til ft i 11I 2 o ^ - t » s o o S b = S So" =o

^•"O J ? W E b . 0 ? S o

- o as co CD *- co CMfj OJ CO O 03 CN US O I*-. O - CO O) CN CO CO CN O C N C ^ ^ r ^ C O OCD^COtDr^tQlflf*. O L D C N T - s r i - T - C O C O O O f*» CM N *- *-09 ID o w as o *o" us" of rC to CM'CJN as r* •*£ ri n

00 *T T- r- r~

otoo^r ooL0r-OCM*-—

Iq CO cq CD

_ _ _. _ Co" Ifl ID «^TT p.. Tf ** T r*. Tf Tf

oooor-q q o o ^

UJ UJ UJ LU 5 *q

lOcncocooacNco^.'

CM 00 CO CO *~

£O < O * - C M C O O o o c n c N ^ - ^ r o o

=5 ? > c =3 ? >. j - o ^ i - 0 . ^ ^ ; ^ *3~8 is II f* 8- =1 !!*.£ I ± ° g S 3 -S •! £ . s o i | 2 • s o ,o

liZ S c c c . : = 2 _ i n 7 5 ^ i i S-s = ̂ iD Q ' ® ft M O (55 0 ' « > W ( n o O-SO O £00 =

O^ ^ rt > ~* > V « " 'o a O — l X t ^ O ' r T ^ ^ . ^ C u 2u.EO 3UJ SQ U)

i * »3 li is .5 icE^fs II £?^| g IS

°?i£.!f?s="^!S S E ^ s f i o y . E c u "ti.exyy.Sdilo£51a:^^£»S^ s^£^S£» °£

•"S f ~ 5 _ _ » 33«5ts • 'o '5 S x *_ _ » 3• 'o '5 S x * .2CN § 8 S SiE«ts • 'o 5 x * . *- -£ 2

UJ W •5 i 5w =Iif ^ I1511?I§ -f ? c »o > .O 95

-i t- 1-< O WH l±J oO IT o•" a

15

r ° -i c « - «rt) _•_-_; Q. a ̂ £ ̂ o a-

tc c r : : K a: 13 S ̂ . -j= '"s o? | -g 1 3 I I 1 'g 1 f ° | 1 5 |.— C2J O « S t i 3 O O U t 3 • C C .

'— OJ t— " P ^ . J - M 5aC «OS , - e S r ? r ° ^ « f c « - < jo.E 3S = =«'53-5 co j . *- .2 -^« « £ . ™ < 1 2 t 3 « ^ >.--o v. oS Q O x w E ^ E x x x - fflto.S ^ . £

O l D O O O C O t N C D C O C O ^ O ) O C N O O t N C O t O f N O COCDr^. O O O-^••tCDCO O C N O 3 C O O C 0 0 4 1 D Or^Q C Q O S C M C O C O C N *- — & f^lDOc o i D r - o o c o c o o o r » - C Q i D t * » oiDCN •q-^r^-^-roco i j - - - — i - . t w v

O O I O C Nfv.coT-(oCOCO(OIDt o u J < o « -

O) to *- PJ

o c o o ^ r o o

o d d

(N IDO CN

§I-CNO co ifloo o c o o o o p r ^ coor*en t- co r*. q q q q q q q q q ^ q q «•;to'cjcoco co ID CNID' ID cdtodtNd'- (DCD'»^

r- T-M CO CO ID CM l£> CO

' O O O *- O O U S I D I D O ) ID'r̂ . *-tNCN O < D * - C N C O O' O O « ~ C O c J ) C O C O C O ( N ( D ' O O' L D U > < 0 OT-(o(DCOrv,-OL: o O^•tj- OCO — "-'-(O;o'" T-

<

%

1

-a

I *1

Q

o*o

CO CNC O O O O l O Oo_ ft CN r* o ID

"8 8a) (6

(DO COCO CO »^ CO *- COCN at *•

§o o o o oCD O O CN CO

^ CO LO Tj- CO COCN »- P* to «- r-CD O T- CO

CO O *- i-P- r- CD OCN Ĵ- CO CNO CN ̂ >CN

coooo cNoci^r

CO^flDO) C N C O C D « ~ID ID f- CO CN «-CO CO

CD ID

CO CD

1 *«5Z

5 ** " O O O OO 10 O O

r* COCO CO

•- COCD CD

r- r- IDCD CN «-

o*-

o" «-

CN CN IDCD ID COO CO CO"

I D O O O COO-^ID Or-. q q o •-; o * oq qC N O I D L D CO'-'cOlO O

CO CN CN CN

H- I— >

CNCN tD O Q

^Gfe

sj „ 15 - m m

= »-

w c ~ a 500 ? Z °o o E «< c

-± « o< a <

§ - 6 'i S .& -

CM

O I O O O Q (O CM (6 CO CO *J- 0) O CM O O N CO (O P* O O 0) CO CO r- CO. NCM ^f CO (D O CM Ol CO O OJ CM LQ O F** O 03 CO CM CO CO CM O CM CO •* P* QD O03 ID »- O O CO_ C0_ CO 1-^ CO ID 1-^ O t O C M if tf r* v- n to O Of^fMCNT".-• > > U) >>- U - U . U - > - > y ) C0

^ I- I< CJ 'P S u

f

, <

City, NY

per ton,

int

PS §o

COr̂ coCM «-P* COCO OCM OJ

11r» coCO OCM OJ

Q. O O «S 6 E «-^88f" M N -ac- co co w3 A A 1

^lll

§888en *r LO en

to ID r»CO • 5 S d d dX ^ CC

s 5II: .S o

111-o- S 5 .2S s S oz < o <

-J \~ H< o w

i- 5 °

CO O 1^^ r* ID•- (O

< u ent- uj oo cr o•- Q

I

•a

Z

« 8Q SZ o

I I

tu W3 !, _J .= c? z s I 55 o ± S 1S IT

Si < t-£"! S 5 = 0o oo o

£ 1111£

sill f.i»^ CJ 41 _ U OO H Z < Q <

g•1a

Model City, NY

$211

per ton,

incl.st

§0o

CO CNLD COr- O*r co"

o oCO CNto col̂ . O*r —

lp O) O co CN

< _ £ 3 >cc

o i •£I > i 111»£g o S • ? ? d^as S?~ — S. X x x S o HS5.°«! «o

^Siu « J=i-O>.>.>. — i QM«

O ~a<

« « P

< IDT- (O .-

01 CO •-

co ̂ o co o r^CO CM O CO O COCO CO *- O O CMCD TJ- CO r-

cooooor-. cooooor»q q q o q

H uj oo cc>- Q

gifI n;

i1ra"

Model

City, NY

$21 1

per ton,

inci

8 S0 0CO CNLO COr*. O•tf* to*

O O

CO CN10 COr» 0 S o o' d o"X JJ CC *»•«/»•

to o o o o or* o O O CN toen o ID ̂ co toen co r-» 10 i— i*̂•- -- e» 01

CO r- CO

o o o oSO CN 03r̂ en

PRESENT WORTH ANALYSIS

\

TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 1Nesquehoning, Pennsylvania Present Worth: 546,737Alternative No. 1 Discount rate: 5%Description: No ActionAction Level: N/A


Capital O&MYear Cost ($000's) Cost ($000's)

0 01 54.62 54.63 27.84 27.85 27.86 27.87 27.88 27.89 27.810 27.81 1 27.812 27.813 27.814 27.815 27.816 27.817 27.818 27.819 27.820 27.821 27.822 27.823 27.824 27.825 27.826 27.827 27.828 27.829 27.830 27.8

SubtotalOther Annual AnnualCost (SOOO's) Cost ($000's)

054.654.627.827.8

25 52.827.827.827.827.8

25 52.827.8 .27.827.827.8

25 52.827.827.827.827.8

25 52.827.827.827.827.8

25 52.827.827.827.827.8

25 52.8

TOTAL PRESENT WORTH $546,737

TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 2Nesquehoning, Pennsylvania Present Worth: 3,974,794Alternative No. 2 Discount rate: 5%Description: Limited ActionAction Level: N/A



0 01 277.62 277.63 250.84 250.85 250.86 _- - - 250.87 250.88 250.89 250.810 250.811 250.812 250.813 250.814 250.815 250.816 250.817 250.818 250.819 250.820 250.821 250.822 250.823 250.824 250.825 -250.826 . 250.827 250.828 250.829 250.830 250.8

SubtotalOther Annual AnnualCost ($000's) Cost ($000's)

0277.6277.6250.8250.8

25 275.8250.8250.8250.8250.8

25 275.8250.8250.8250.8250.8

25 275.8250.8250.8250.8250.8

25 275.8250.8250.8250.8250.8

25 275.8250.8250.8250.8250.8

25 275.8

TOTAL PRESENT WORTH $3,974,794

TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 3aNesquehoning, Pennsylvania Present Worth: 5,705,649

Discount rate: 5%Alternative No. 3aDescription: Soil Cap / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 3200 mg/kg



0 4678.48 2431 283.62 60.63 374 375 376 277 278 279 2710 2711 2712 2713 2714 2715 2716 2717 2718 2719 2720 2721 2722 2723 2724 2725 2726 2727 2728 2729 2730 27


4921.48283.660.63737

25 6227272727

25 5227272727

25 5227272727

25 5227272727

25 5227272727

25 52


TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 3bNesquehoning, Pennsylvania Present Worth: 6,212,613

Discount rate: 5%Alternative No. 3bDescription: Asphalt Cap / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 3200 mg/kg


Capital O&MYear Cost ($000's) Cost (SOOO's)

0 5130.11 2431 287.22 64.23 40.64 40.65 40.66 30.67 30.68 30.69 30.610 30.61 1 30.612 30.613 30.614 30.615 30.61 6 30.617 30.618 30.619 30.620 30.621 30.622 30.623 30.624 30.625 ' "" 30.626 30.627 30.628 30.629 30.630 30.6

SubtotalOther Annual AnnualCost ($000's) Cost (SOOO's)

5373.11287.264.240.640.6

25 65.630.630.630.630.6

25 55.6 '30.630.630.630.6

25 55.630.630.6

' 30.630.6

25 55.630.630.630.630.6

25 55.630.6•30.630.630.6

25 55.6


TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 3cNesquehonmg, Pennsylvania Present Worth: 7,074,056

Discount rate: 5%Alternative No. 3oDescription: Concrete Cap / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 3200 mg/kg



0 6037.67 2431 284.22 61.23 37.64 37.65 37.66 27.67 27.68 27.69 27.610 27.611 27.612 27.613 27.614 27.615 27.616 27.617 27.618 27.619 27.620 27.621 27.622 27.623 27.624 27.625 27.626 27.627 27.628 27.629 27.630 27.6

SubtotalOther Annual AnnualCost ($000's) Cost (*000's)

6280.67284.261.237.637.6

25 62.627.627.627.627.6

25 52.627.627.627.627.6

25 52.627.627.627.627.6

25 52.627.627.627.627.6

25 52.627.627.627.627.6

25 52.6



Discount rate: 5%Alternative No, 4aDescription: Asphalt Cap / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 3200 mg/kg


Capita! O&MYear Cost ($000's) Cost (SOOO's)

0 7930.38 2431 287.22 64.23 40.64 40.65 40.66 30.67 30.68 30.69 30.610 30.611 30.612 30.613 30.614 30.615 30.616 30.617 30.618 30.619 30.620 30.621 30.622 30.623 30.624 30.625 "" """ 30.626 30.627 30.628 _ 30.629 " " 30.630 30.6


8173.38287.264.240.640.6

25 65.630.630.630.630.6

25 55.6. 30.630.630.630.6

25 55.630.630.630.630.6

25 55.630.630.630.630.6

25 ' 55.630.630.630.6

' 30.625 55.6



Discount rate: 5%Alternative No. 4bDescription: Asphalt Cap / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 1000 mg/kg



0 8285.93 2431 65.22 65.23 41.64 41.65 41.66 31.67 31.68 31.69 31.610 31.611 31.612 31.613 31.614 31.615 31.616 31.617 31.618 31.619 31.620 31.621 31.622 31.623 31.624 31.625 31.626 31.627 31.628 31.629 31.630 31.6


8528.9365.265.241.641.6

25 66.631.631.631.631.6

25 56.631.631.631.631.6

25 56.631.631.631.631.6

25 56.631.631.631.631.6

25 56.631.631.631.631.6

25 56.6



Discount rate: 5%Alternative No. 5aDescription: Onsite Disposal / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 3200 mg/kg



0 8410.01 2431 281.922 58.923 35.324 35.325 35.326 25.327 25.328 25.329 25.3210 25.3211 25.3212 25.3213 25.3214 25.3215 ' ~ 25.3216 25.3217 25.3218 25.3219 25.3220 25.3221 ' 25.3222 25.3223 25.3224 25.3225 25.3226 25.3227 25.3228 25.3229 25.3230 25.32


8653.01281.9258.9235.3235.32

25 60.3225.3225.3225.3225.32

25 50.3225.3225.3225.3225.32

25 50.3225.3225.3225.3225.32

25 50.3225.3225.3225.3225.32

25 50.3225.3225.3225.3225.32

25 50.32



Discount rate: 5%Alternative No. 5bDescription: Onsite Disposal / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 1000 mg/kg


Capital O&MYear Cost (SOOO's) Cost (SOOO's)

0 11290.92 4661 59.22 59.23 35.64 35.65 35.66 25.67. 25.68 25.69 25.610 25.611 25.612 25.613 25.614 25.615 25.616 25.617 25.618 25.619 25.620 25.621 25.622 25.623 25.624 25.625 25.626 • 25.627 25.628 25.629 25.630 25.6

SubtotalOther Annual AnnualCost (SOOO's) Cost (SOOO's)

11756.9259.259.235.635.6

25 60.625.625.625.625.6

25 50.625.625.625.625.6

25 50.625.625.625.625.6

25 50.625.625.625.625.6

25 50.625.625.625.625.6

25 50.6


TOIMOLLI CORPORATION SUPERFUND SITE Alternative No.: 6a1Nesquehoning, Pennsylvania Present Worth: 16,852,773

Discount rate: 5%Alternative No. 6a1Description: Stabilization / Resource Recovery / Landfill RCRA Cap / Cap Soil (1000 - 3200 mg/kg) /

Decontaminate Buildings / Natural AttenuationAction Level: 3200 mg/kg



0 15790.39 4661 62.22 62.23 38.64 38.65 38.66 28.67 28.68 28.69 28.610 • 28.611 28.612 28.613 28.614 28.615 28.616 28.617 28.618 28.619 28.620 28.621 28.622 28.623 28.624 28.625 28.626 . - 28.627 28.628 28.629 28.630 28.6


16256.3962.262.238.638.6

25 63.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.6


TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 6a2Nesquehoning, Pennsylvania Present Worth: 16,933,633

Discount rate: 5%Alternative No. 6a2Description: Stabilization / Resource Recovery / Landfill RCRA Cap / Cap Soil (1000 - 3200 mg/kg) /

Decontaminate Buildings / Groundwater FlushingAction Level: 3200 mg/kg



0 15871.25 4661 62.22 62.23 38.64 38.65 38.66 28.67 28.68 28.69 28.610 28.611 28.612 28.613 28.614 28.615 28.616 28.617 28.618 28.619 ' 28.620 28.621 28.622 28.623 28.624 28.625 28.626 28.627 28.628 28.629 28.630 28.6

SubtotalOther Annual AnnualCost (SOOO's) Cost (SOOO's)

16337.2562.262.238.638.6

25 63.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.6


TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 6b1Nesquehoning, Pennsylvania Present Worth: 24,098,354

Discount rate: 5%Alternative No. 6b1Description: Stabilization / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 1000 mg/kg



0 22863.70 6891 58.92 58.93 35.34 35.35 35.36 25.37 25.38 25.39 25.310 25.311 25.312 25.313 25.314 25.315 25.316 25.317 25.318 25.319 25.320 25.321 25.322 25.323 25.324 25.325 . 25.326 25.327 25.328 25.329 25.330 25.3


23552.7058.958.935.335.3

25 60.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.3



Discount rate: 5%Alternative No. 6b2Description: Stabilization / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Groundwater FlushingAction Level: 1000 mg/kg


Capital O&MYear Cost (SOOO's) Cost ($000's)

0 22944.56 6891 58.92 58.93 35.34 35.35 35.36 25.37 25.38 25.39 25.310 25.311 25.312 25.313 25.314 25.315 25.316 25.317 25.318 25.319 25.320 25.321 25.322 25.323 25.324 25.325 25.326 25.327 25.328 25.329 25.330 25.3


23633.5658.958.935.335.3

25 60.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.3


1R301J2A5

TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 6c1Nesquehoning, Pennsylvania Present Worth: 26,156,679

Discount rate: 5%Alternative No. 6o1Description: Soil Washing/ Resource Recovery / Landfill RCRA Cap / Cap Soil (1000 - 3200 mg/kg) /




0 25094.30 4661 62.22 62.23 38.64 38.65 38.66 28.67 28.68 28.69 28.610 28.611 28.612 28.613 28.614 28.615 28.616 28.617 28.618 28.619 28.620 28.621 28.622 28.623 28.624 28.625 28.626 28.627 28.628 28.629 28.630 28.6


25560.3062.262.238.638.6

25 63.628.628.628.628.6 •

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.6


TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 6c2Nesquehoning, Pennsylvania Present Worth: 26,235,438

Discount rate: 5%Alternative No. 6c2Description: Soil Washing / Resource Recovery / Landfill RCRA Cap / Cap Soil (1000 - 3200 mg/kg) /




0 25173.06 4661 62.22 62.23 38.64 38.65 38.66 28.67 28.68 28.69 28.610 28.611 28.612 28.613 23, 614 28.615 28.616 28.617 28.618 28.619 28.620 28.621 28.622 28.623 28.624 28.625 28.626 28.627 28.628 28.629 28.630 28.6


25639.0662.262.238.638.6

25 63.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.6


TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 6d1Nesquehoning, Pennsylvania Present Worth: 37,881,409

Discount rate: 5%Alternative No. 6d1Description: Soil Washing / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 1000 mg/kg



0 36646.76 6891 58.92 58.93 35.34 35.35 35.36 25.37 25.38 25.39 25.310 25.311 25.312 25.313 25.314 25.315 25.316 25.317 25.318 25.319 25.320 25.321 25.322 25.323 25.324 25.325 25.326 25.327 25.328 25.329 25.330 25.3


37335.7658.958.935.335.3

25 60.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 . 50.3


TONOLLI CORPORATION SUPERFUND SITE Alternative No.: 6d2Nesquehoning, Pennsylvania Present Worth: 37,960,168

Discount rate: 5%Alternative No. 6d2Description: Soil Washing / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Groundwater FlushingAction Level: 10OO mg/kg



0 36725.52 6891 58.92 58.93 35.34 35.35 35.36 25.37 25.38 25.39 25.310 25.31 1 ' 25.312 25.313 25.314 25.315 25.316 25.317 25.318 25.319 25.320 25.321 25.322 25.323 25.324 25.325 25.326 25.327 25.328 25.329 25.330 25.3


37414.5258.958.935.335.3

25 60.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.3



Discount rate: 5%Alternative No. 7a1Description: Offsite Treatment / Resource Recovery / Landfill RCRA Cap / Cap Soil (1000 - 3200 mg/kg) /




0 26840.08 2431 62.22 62.23 38.64 38.65 38.66 28.67 28.68 28.69 28.610 28.611 28.612 28.613 28.614 28.615 28.616 28.617 28.618 28.619 28.620 28.621 28.622 28.623 28.624 ' 28.625 28.626 28.627 28.628 28.629 28.630 28.6


27083.0862.262.238.638.6

25 63.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.6



Discount rate: 5%Alternative No. 7a2Description: Offsite Treatment / Resource Recovery / Landfill RCRA Cap / Cap Soil (1000 - 3200 mg/kg) /




0 26917.58 2431 62.22 62.23 38.64 38.65 38.66 28.67 28.68 28.69 28.610 28.611 28.612 28.613 28.614 28.615 28.616 28.617 28.618 28.619 28.620 28.621 28.622 28.623 28.624 28.625 28.626 28.627 28.628 28.629 28.630 28.6


27160.5862.262.238.638.6

25 63.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.628.628.628.628.6

25 53.6



Discount rate: 5%Alternative No. 7b1Description: Offsite Treatment / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Natural AttenuationAction Level: 1000 mg/kg



0 42672.12 4661 58.92 58.93 35.34 35.35 35.36 25.37 25.38 25.39 25.310 25.311 • 25.312 25.313 25.314 25.315 25.316 25.317 25.318 25.319 25.320 25.321 25.322 25.323 25.324 - -- - - 25.325 25.326 25.327 25.328 25.329 25.330 25.3


43138.1258.958.935.335.3

25 60.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.3



Discount rate: 5%Alternative No. 7b2Description: Offsite Treatment / Resource Recovery / Landfill RCRA Cap / Decontaminate Buildings / Groundwater FlushingAction Level: 1000 mg/kg



0 42749.62 4661 58.92 58.93 35.34 35.35 35.36 25.37 25.38 25.39 25.310 25.311 25.312 25.313 25.314 25.315 25.316 25.317 25.318 25.319 25.320 25.321 25.322 25.323 25.324 25.325 25.326 25.327 25.328 25.329 25.330 25.3


43215.6258.958.935.335.3

25 60.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.325.325.325.325.3

25 50.3


c

UNSCANNED ITEM(S)

ONE OR MORE OF THE FOLLOWING ITEMS MAY BE ASSOCIATEDWITH THIS DOCUMENT:

PHOTOGRAPHSDRAWINGS

OVERSIZED MAPSROLLED MAPS

PLEASE CONTACT THE CERCLA RECORDS CENTER TO VIEW THEITEM(S)

Documents

CLEANUP LEVELS FOR LEAD IN ON-SITE SOILS · Pb/dL blood per 1,000 ppm of soil lead). The values used for the background blood lead level (4 ug/dL), the blood lead guideline (25 ug/dL),