ineel cercla disposal facility final design excavation and

DOEI1D-10877

Revision 0

Ju!y 2001

U.S. Department of EnergyIdaho Operations Office

INEEL CERCLA Disposal Facility Final DesignExcavation and Test Pad - Drawings

\

II \ ......__E41.1111C: 1 E 111.1 dais> Nmon froiTx.^t -. .-

---.... HMS al SCOliss .......„-.7and tholkiserIng SOldlem

DOE/ID-10877Revision 0

INEEL CERCLA Disposal Facility Final DesignExcavation and Test Pad Drawings

July 2001

Prepared for theU.S. Department of EnergyIdaho Operations Office

AIT-1,1 -REV 3.3

INTEC FACILITY

I72

• GS51

EXISTOVERHEAD P

(FURIRE)

X-- X --

1526

SNEA4.

EXIST OVERHEAD POWER

ICDF DEVELOPMENT AREA

•1546

GS57

INEEL CERCLA DISPOSAL FACILITYDESIGN DRAWINGS

EVAPORATION POND FILLSEE DWG C-103

PERIMETER DITCH, TYP SEE DWG EC-101

CEU_ 1 EXCAVATIONSEE DWG C-102

1554•1550

TEMPORARY STOCKPILEAREA, SEE DWG C-101

•1542

TEMP CONSTRUCTION HAUL ROAD1558SEE NOTE 3.

1500' (APPRDX)

UNCOU1I BLVD

NOTES:1. THE DIMENSIONS, CONFIGURATION, AND LAYOUT OF THE ICDF FEATURES DEPICTED IN THIS

DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY. SEE DRAVANGS C-101 THROUGH EC-102 FORLAYOUT, GRADING, AND EROSION CONTROL CONSTRUCTION REQUIREMENTS.

2. SEE DRAWING G-102 FOR TABLE OF SURVEY CONTROL POINTS SHOWN.

3. A TEMPOARARY HAUL ROAD WILL BE CONSTRUCTED FOR SURPLUS MATERIAL PLACEMENT INPERMANENT STOCKPILE. LOCATION SHOWN IS APPROXIMATE AND VALL BE DETERMINED IN F1ELD DURINGTITLE 11 CONSTRUCTION.

4. REFER TO DRAWING G-103 FOR EXISTING SITEAND UTIUTY PLAN.

5. EXISTING SOUTH ACCESS ROAD WILL BE CLOSEDTO INTEC TRAFFIC ANO ABANDONEDUPON COMPLETION OF SSSTF CONSTRUCTION.

N 690400

/ E 295050

N 689900

/ E 295050

PERMANENTSTOCKPILELOCATION

E 294550N 690400

LOCATION MAPNTS

E 294550N 689900

REVISION:

ORIGINAL SIGNED BY:

DATE OF ORIGINAL SIGNED:

SEAL NUMBER:

ORIGINAL STORED AT:

GS113

• GS112

0JAY G. DEHNER

20 JULY 20019721ENVIRONMENTALR E STORATIONRECORDS DEPT.

0 IAPPROVED FOR CONSTRUCTION

roSAUACN

roaunt

SITE MAPNTS

PAGE:

f:L.Liorc

17 JULY 2001

TO IDAHO FALLS

DRAWING INDEXSHEETN0.

A—EDWG NO.

REV DRAWING TITLE

1 OF 1 G-101 OF 11TLE SHEET, DRAWING INDEX, AND SITE LOCATION MAPS

1 OF 1 G-102 DF ABBREVIATIONS, LEGEND, ANO GENERAL NOTES

1 OF 1 G-103 DF EXISTING SITE AND U11UTY PLAN

1 OF 1 C-101 DF GENERAL SITE AND STOCKPILE PLAN

1 OF 1 C-102 OF CEU. 1 EXCAVATION PLAN

1 OF 1 C-103 OF EVAPORATION POND FLUNG PLAN

1 OF 2 C-104 OF GRADING SECTIONS AND DETAILS

2 C-105 DF GRADING SECTIONS AND DETAILS

1 OF 1 EC-101 DF EROSION CONTROL PLAN

1 OF 1 EC-102 DF EROSION CONTROL SECTIONS AND DETAILS

SUBCONTRACT NO.

SO1-588058 CH2MHILL MONTGOMERY WATSON

REQUESTER:INEEL CERCLA DISPOSAL FACILITY (ICDF)

Dam J DEHNERDRANR R MORGAN TITLE SHEET, DRAWING INDEX,PRO.ECT NO. AND SITE LOCATION MAPSSPEC CODE

FOR REVEM/APPROVAL SIGNATURESSEE DAR No. DAR

SZE CAC£ CODE X CODE Matti

°M- G-1 01MEA T1PE O. CRC 821 0100 02

EFFECTIIE DATE: SCALE: NONE CPP 1 OF 1

A

A

ilfr-01—REV 8 7 6 5 4 3 2 1 PAGE: 2

REVISIONS

D

B

A

A1538

+GS51

LEGEND

SURVEY CONTROL POINT

MONITORING WELL

EXISTING GROUND CONTOUR

—4920— FINISH GRADE CONTOUR

EXISTING OVERHEAD POWER

EXISTING FENCE

NEW FENCE

EXISTING BURIED SERVICE WASTE UNE

EXISTING ROAD

x—

X LAYOUT CONTROL POINT

EXISTING POWER POLE

EXISTING POLE MOUNTED SIGN

GRADE/SLOPE DIREMION

DRAINAGE DITCH

N 693,000 PROJECT COORDINATESE 295,000 SEE NOTE 1

V A11111111L'O‹cr-) ';- ';-:,

PREPAREO SUBGRADE

COMPACTED CLAY

GEOCOMPOSITE

GEOSYNTHETIC CLAY UNER

GRAVEL

OPERATIONS LAYER

ABBREVIATIONS

0 AT

APPROX APPROXIMATE

BLVD 8OULEVARD

CERCLA COMPREHENSIVE ENVIRONMENTAL RESPONSECOMPENSATION AND UABIUTY ACT

DBL

DWG

ELEV

EXIST

FT

HDPE

I.E.

ICDF

LCS

LDS

LCRS

LDRS

DOUBLE

DRAWING

ELEVATION

EXISTING

FOOT/FEET

HIGH DENSITY POLYETHYLENE

INVERT ELEVATION

INEEL CERCLA DISPOSAL FACIUTY

LEACHATE COLLECTION SYSTEM

LEACHATE DETECTION SYSTEM

LEACHATE COLLECTION RECOVERY SYSTEM

LEACHATE DETECTION RECOVERY SYSTEM

MANUFACTURER

MINIMUM

NUM8ER

NOT TO SCALE

ON CENTER

POINT OF CURVATURE

PT POINT OF TANGENCY

R RADIUS

REF REFERENCE

RD ROAD

S.F. SQUARE FOOT/FEET

SSW STAGING, STORAGE, SIZING,

TEMP TEMPORARY

THK THICK/THICKNESS

TYP TYPICAL

MFR

MIN

NO

NTS

O.C.

PC

GENERAL NOTES

1. PROJECT COORDINATES ARE BASED ON NAD27 IDAHO EASTZONE STATE PLANE, CORRECTED FOR ELEVATION AND GRID.VERTICAL DATUM IS NGVD29. TO CONVERT PROJECTCOORDINATES TO STATE PLANE (NAD27). DIVIDE PROJECTCOORDINATES BY 1.00024057.

2. SUBCONTRACTOR AND SUPPUER PRIMARY ACCESSTO SITE VIA UNCOLN BLVD AND SECONDARYHAUL ROAD CONNECTING TO INTEC WEST PERIMETER ROAD.

3. SUBCONTRACTOR PARKING AREA IS SHOWN ON DWG C-101.NO OVERNIGHT PARKING ALLOWED IN THIS AREA. EQUIPMENTPARKING AND SERVICING TO BE PERFORMED IN STAGINGAREA SHOWN ON DWG C-101.

AND TREATMENT FACIUTY

REVISION: 0

ORIGINAL SIGNED BY: JAY G. DEHNER

DATE OF ORIGINAL SIGNED: 20 JULY 2001

SEAL NUMBER: 9721

ORIGINAL STORED AT: ENVIRONMENTALRESTORATIONRECORDS DEPT.

ov_v I 1.11.46ilt 1.1 I LI, C.1.1•14.. WA,

O APPROVED FOR CONSTRUCTION 17 JULY 2001

SURVEY CONTROL TABLE WELL NO./

SURVEY CONTROL POINTPROJECTNORTHING

PROJECTEASTING

NGVD29ELEV DESCRIPTION

+ GS51 692,503.870 296,413.440 4918.74 USGS 51 WELL BRASS CAP

-4- G557 691.919.716 294,942.147 4922.50 USGS 57 WELL BRASS CAP

4- G5123 692,687.214 295,850.627 4919.22 USGS 123 WELL BRASS CAP

4- SP10 692,376.984 296,278.547 4917.89 SWPP 10 WELL BRASS CAP

+ SPW1 692,431.900 296,303.240 4917.84 PW1 WELL BRASS CAP

4- SPW6 692.863.690 295,222.085 4920.59 PW6 WELL BRASS CAP

• SNEA 692,976.235 294,598.713 4922.12 SNEAK REBAR W/YELLOW CAP

• 1522 692,460.216 295,031.327 4921.96 SPT-2 BRASS CAP

A 1526 692,917.904 294,853.695 4921.63 SPT-1 BRASS CAP

A 1530 692,888.161 295,389.972 4919.28 CHEMB-1 BRASS CAP

A 1534 692,433.242 295,318.933 4921.24 GSB-1 BRASS CAP

A 1538 692,127.506 295,277.940 4920.93 CHEMB-2 BRASS CAP

A 1542 691,235.020 294,947.685 4923.10 CHEMB-3 BRASS CAP

A 1546 691,774.790 295,190.788 4921.91 SPT-3 BRASS CAP

A 1550 691,441.621 295,281.496 4922.06 GSB-2 BRASS CAP

A 1554 691,209.551 295,369.285 4922.68 SPT-5 BRASS CAP

A 1558 691,455.055 294,816.564 4923.17 SPT-4 BRASS CAP

SECTION AND DETAIL DESIGNATION

POINT AT VA-IICH SECTIONOR DETAIL IS TAKEN

LETTER INDICATESDESIGNATION OFSECTION

INDICATES DRAWING WHERESECTION IS SHOWN

NUMBER INDICATESDESIGNATION OF DETAIL

INDICATES DRAWING WHEREDETAIL IS SHOWN,— INDICATES DETAILIS SHOWN ON SAMEDRAWING AS TAKEN, TYP.

POINT AT WHICH SECTIONOR DETAIL IS SHOWN

LETTER INDICATESDESIGNATION OFSECTION

NSCALE OT TO SECTION—\

NTS

INDICATES DRAWING WHERESECTION IS TAKEN

NUMBER INDICATESDESIGNATION OF DETAIL

SCALE DETAIL

INDICATES DRAWING WHEREDETAIL IS TAKEN

D

B

INEE

RUBCON1RACT NO.

S01 —588053

REQUESTER

C142MHILL e MONTGOMERY WATSON

DESIGN: J DEHNER

CRAM. R MORGAN

PRO.ECT NO.

SPEC COCE

FCR RENEW/APPROVAL MARASSEE DAR NO. DAR

INEEL CERCLA DISPOSAL FACILITY (ICDF)

ABBREVIATIONS, LEGENDAND GENERAL NOTES

SZE

DCAGE COOE ARRA SSE AMBER

IAEA821

TIRE9999

a.02

caw DM— G-102 'by

A

• 1 1EFFECTIVE DAIE SCALE NOIVE CPP S'EET 1 OF 1

MT-01-11Y 138 7 6 5 4 3 2

REMSIONS

1 PAGE:

D

N 692

I N 69

0o I

6

N 693,000

N 692,8

N 692,6

zJ

N 692, .111

1111

01C•4

w

CHAINGATE

OVERHEADPOWER UNE

oCO

w

1526 •

FALL OUT STUDIESS1V-1SEE N01E 2.

00 NOT ENTER SIGN,I,

5461 An

01 iC•1 Cs1 0 REVISION:

W 4.11 ORIGINAL SIGNEt !BY: JAY G. DEHNER

GN

132 KV OVERHEADPOWER UNE

DATE OF ORIGINAL SIGNED: 20 JULY 2001SEAL NUMBER: 9721ORIGINAL STORED AT: ENVIRONMENTAL

RESTORATIONRECORDS DEPT.

UMITS OF ENVIRONMENTALCONTROL AREA ICPP-22

. ECA CAP-22

MEC REST PRICER ROAD

BURIED SERVICEWASTE UNE

ulr....nrL

APPROVED FOR CONSTRUCTION 17 JULY 2001

RITEC FACILITY

ENVIRONMEN TALI CON TROL AREA!OPP-22

SUBOONTRACT 110.

S01-580058

NOTES:

1. CONTOURS AND UTTUTY LOCATIONS BASEDON THE SURVEY PERFORMED BY SUTHERUNAND GRADY ON MARCH 19, 2001. CONTOURINTERVAL IS 0.5 FT. SEE ENGINEERINGOESIGN FILE EDF-1853, PROJECT FILENO. 020996, OATED MARCH 22, 2001, FORSURVEY CONTROL DATA. DATUMS: PROJECTPLANE X-Y AND NGVD VERTICALPROJECT PLANE SCALE FACTOR: 1.00024057BASED ON CPP-72, NAO-27 STATE PLANE.

2. EXISTING SIGN TO BE REMOVEDBY BEAM PRIOR TO CONSTRUCTION.

3. EXISTING UTTUTY MARKER TO BE REMOVEDBY BBWI PRIOR TO CONSTRUCTION.

SCALE

80' 0 80' 160'

CONTOUR INTERVAL 2FT.

INEELLEC111-61. OWL- 11...14.1. Ltd

REQUESTER:

CH2MH I LL MONTGOMERY WATSON

GERM. J (HEFNER

CRANK R MORONI

PRO.ECT NO.

TEC COX

FCR REVEM/APPROVAL 904A1URESSCE OAR NO. OAR

INEEL CERCLA DISPOSAL FACILITY (ICDF)EXISI1NG SITE AND

UTILITY PLAN

Sff

DCAGE CCOE INUtO CODE RUINER

AREA1321

111160100 02

ORIG DK- G-103REY

EFFEC111E DA1E SCALE AS SHOWN CRP SHEET 1 OF 1

8914-1111-40/ 7 6 5 4 3 2 1 PAGE: 4

D

0 ! 0 5 0 !0 ] O 1 O !0 5 0 3 ! 05.1-! -4- , Id !CO i Em 5 Cto icsi I 04 01 1

Id i La i WI !.

:i 5 55 5 •. 5: .

•. 'N 693.000 ,•. . ..••• ..

I iN 692,8136.

i

N 692.600 i

N 692,

II! I

rw

t i SNEA

TEMFORARY ENDOr FENCE. SEE NOTE 7.

N 692789.7E 294551.4

,

•

1528

5

ffi

SSSTF LOCATION!SEE NOTE 6.

FILIER FEN

;

BERM ELEVATION 4929'

o

POTENTIAL CER STORAGEAREA (CSA). NOTE 9.

A

o 5 : /5

en : 5.....,•-t VT! / 1co. ! 1 MAN

r, NOT 5-AJEA .S.: ,,,... i

-A0) V 1_ _ 0 1 i I0, i

: T ;Ld i I 1-'+•••,-.551..-, \ „„,-/I'l I 1

1 I ,,,,,,,„4.2.0,-'- ! 1

„„,...5.5--"2,3 i--. ••4'..". .5.5o.'

TEMPORARY ENOOF FENCE. SEE NOTE 7.

4920

N 692,20

I •

•

-

B

IN 692,000

L

4920

..asn0

aoo

es.. eP

a

N.

// 1522

CELL

L-I zr

ele

1 .0 1534

ill

a

i

/ // / / i //

4 .0

/ F//

DRAINAGE DITCH,SEE DWG EC-101

•

••TEMPORARY STOCKPILE AR

L

1538 A

POTENTIAL TEST PlaD AREASEE NOTE 8.

STAGING ANSTORAGE rAREA

1

SUBCONTRACTORPARKING AREA

N 692814 4E 29566644

•

rr

0!1

0 Ct.41 5,g

1

\ I5,4155,5c PAOLily

\

DRNNAGE SWALE, utc1.1.70k- \E DWG EC-101

I •

"S5.7..ca, -11-829 14.8

1547FK-silrerarax RrA\! CS-123 ! ••

4920

N 692725. E 296292.5 \`:

/-;

/

8,1:11ED SERMer -745155.117I,. 104-1:

4930

EVAPCORATI'pN PONDS

-J

4922 4422

1.

t

19

)

N 69148

A

N 691902.5E 294646.5

N 911102.5E 94. 19.5

•

PRESERVE AND PR9 CTEXISTING NELL

s-ix-

20'1 I"

TYP

PERMANENT- STOCKPILE ACCESS GATE\--(40LaBL-LEAF)

\ 5

rTO PERMANENIT STOCKPILE,SEE DWG G-1oli FOR LOCATION

9.•

1546

••• ►•

•

••••-• 532 XV ciLlyiHEAr?

REVISION:

ORIGINAL SIGNED BY:


SEAL NUMBER:

ORIGINAL STORED AT:

4920

rAME:ti „

PC5A,c:R 1.44.61 N 69i903.3

JAY G. DEFINER

20 JULY 2001

9721

ENVIRONMENTALRESTORATIONRECORDS DEPT.

E 29,292.

REVISIONS6 tltir

0 I APPROVED FOR CONSTRUCTION I 17 JULY 2001

NOTES:

1. GRADES SHOWN FOR CEU. 1 AND EVAPORATION PONDS ARETOP OF SUBGRADE. SEE C-102 AND C-103 FOR EXCAVATIONPLANS FOR THESE FACIUTIES.

2. TEMPORARY STOCKPILE AREA FOR STORAGE AND PROCESSINGOF EXCAVATION MATERIAL FOR OPERATIONS LAYER, LCRSDRAIN GRAVEL, AND GRAVEL SURFACING MATERIALS.

3. PERMANENT STOCKPILE AREA LOCATION IS WITHINAPPROXIMATE AOC BOUNDARY. SEE G-101 FOR COORDINATES.

4. EXCAVATED MATERIAL FROM CELL 1 NOT USED INCONSTRUCTION TO BE PLACED IN PERMANENTSTOCKPILE AREA.

5. SEE DRAWING G-102 FOR WELL AND SURVEYCONTROL POINT TABLE.

6. LOCATION OF SSSTF TO BE FINAUZED AND COORDINATEDW1111 ICDF, BASED ON LOCATION OF ICOF CELL AND FINALCOVER AS DEVELOPED IN THE DESIGN.

7. FENCE TO BE EXTENDED AROUND PERIMETER OF SSSTF, ONCESSSTF LOCATION 15 RNAUZED.

8. POTENTIAL CLAY UNER TEST PAD TO 8E FIELDLOCATED DURING CONSTRUCTION.

9. POTENTIAL CSA TO BE FIELD LOCATED DURING CONSTRUCTION.

SCALE

ao' 0 80' 180'

IN=

CONTOUR INTERVAL ?PT.

D

B

INEEL SUBCCANDIACT NO.

S01-588058

RECIUES1ER:

CFI2MHILL (10 MONTGOMERY WATSON

EIESEN: J MINER

DRAM: R MORGAN

PRO.ECT NO.

SPEC CM(

FOR FINEW/APPROVN. SIGNATURES

SEE DAR NO. DAR

INEEL CERCLA DISPOSAL FACIUTY (ICDF)

GENERAL SITE ANDSTOCKPILE PLAN

91E

DGAGE CON HEX CODE NUMEER

AREA

821

nst0100

a02

aft DK- C-1 01 Roy

A

•EFFEC110E DMZ: SCA1E5 AS STEEMN CPP 9AEET 1 OF 1

8=AM =V 3 3 7 6 5 4 3 2 PAGE: 5

N 692,800 I

N fi/921,600

3:1 SIDE SLOPE

P7IARSEI 6 ED:

-- NORTH PERIMETER;

15307

ACCE-SB ROAD EASTrf PERIMETER

ACCESSROAD

4900...

‘,..

N,... -I rips=1

1

FLOOR OF LDRS ,_An --.....

3:1

SUMP 4881'SEE LDRS SUMP

PLAN DETAIL

Alik

CRSU

ST OF LDRSP 4883'

WF

'V

IRoc4

,,..,.,„,-""

1:534

CELLII1

6

:::., oP0- ,,,---

./."12+1..

/i"

700 ,- 49 -cv

11---/-- i_ / _p-/ 1 320

00

CD

3:1 SIDE SLOPE

1 53S. A

[REVISION:.

ORIGINAL SIGNE BY:!DATE OF ORIGI LI SIGNED:I SEAL NUMBER: ti.,9ORIGINAL STORNI AT:

4920

PHILLIP E. CROUSE21 JULY 20019144ENVIRONMENTALRESTORATIONRECORDS DEPT.

SEEC-1CONOF

DWG03 FORTINUATIONCRON

3:1 SIDE SLOPE

REVISIONS

0 IAPPROVED FOR CONSTRUCTION 17 JULY 2001

LANDFILL CONTROL POINT US11NG

POINTN0.

NORTHING EASTING ELEVAIION

1 692565.20 295106.75

iiiiii

Pat3Pcow

-•

0000bo

2 692596.70 295393.713 692596.70 294819.794 692315.94 294813.795 692346.16 295405.716 692354.16 295106.75

ACCESS ROAD CONTROL POINT USTING

STAIION NORTHING EASTING ELEVAllON

0+00 692764.51 295617.73 4920.01+00 692664.51 295617.73 4923.02+00 692564.51 295617.73 4926.03+00 692464.51 295617.73 4929.0

3+73.62 692390.88 295617.73 4929.04+00 692364.61 295615.70 4929.05+00 692275.75 295573.02 4929.06+00 692225.33 295488.32 4929.0

6+41.60 692220.29 295447.13 4929.07+00 692232.03 295389.92 4929.08+00 692252.13 295291.96 4926.79+00 692272.24 295194.00 4920.810+00 692292.34 295096.05 4910.811+00 692312.45 294998.09 4900.812+00 692332.56 294900.13 4890.8

12+08.28 692334.22 294892.02 4890.0

NOTES

1. CELL 1 GRADE SHOWN REPRESENTS THE TOP OF THE PREPAREOSU8GRADE SURFACE.

2. FENCE AND EROSION CONTROL MEASURES ARE SHOWN ONDRAWINGS C-101 AN EC-101, RESPECIIVELY.

3. EXISTING NELL AND SURVEY CONTROL BENCH MARKCOORDINAIES ARE SHOWN ON DRAWING G-102.

4. BERM LOCAllONS ARE APPROXIMAlE AND WILL BE FIELDVERIFIED.

5. CONTROL PONT LOCATIONS TO BE FIELD VERIFIED.

6. SLOPE TO DRAIN AREAS SHALL BE SLOPED AT A MINIMUMOF 1 PERCENT.

7. COMPACTED CLAY UNER IEST PAD LOCATION NOT SHOWN.LOCATION TO BE ESTABUSHED IN THE FIELD 8ASED ONCONSTRUCIION PROGESS AND SPECIFICATION REQUIREMENTS.

8. CONCRETE 8ARRIERS WILL BE PLACED ALONGNORTH EDGE OF CELL 1 ACCESS RAMP ATCOMPLETION OF CONSTRUCIION.

SCALE

50' 0 50' 100'

VINE A=


D

B

INEEL--- I

SUBCONTRACT NO.

SO1-588058

REQUESTER

CH2IVIHILL MONTGOMERY WATSON

OESGTI, .1 DEWIER

ORM* R MOR6N4MEV NO.

SPEC COOE

FOR KNEW/APPROVAL SIGNATURESSEE DAR NO. OAR


CELL 1EXCAVATION PLAN

5ZED

CACE COM COAX CADE MAWAREA

821IRE0100 02

ORIG

EFFECOVE DA1E: sod: As smOVel

DWG- C-102CPP

Ke)WET 1 OF 1

A

-,A

AR -01 -1,LN SS• LiV

1534N 692,400

N 692,2

N 692,000

N 691,800

.37 SIDEOPES

ll

oo

uicn

(JJ

GS-123

4920

NTEC

_______......... _

7 2I

,.,-

i22

.....t 4433

I

betnN

25 B:;RiFG SE-''CE ----'1:S. LINE

24

26

....,'5'

3:1 SlopE ! `4.?

i ;27

P.'

1

I

- - I ;

1

r

l

28 I ;61

1 Io-

_J L;

I

z

ce

LDRS SUMPBOTTOM

ELEV. 4919' I

LDRS SUMPELEV. 4921'

I35 ' 34

LDRS SUMPBOTTOMELEV. 4919'

LDRS SUMPELEV. 4921'

33 32X

ji

I ir

II11I !

....

I

\iz }1---,,,

;

/

K ;

-

SLOPE Toip

-,..

61

4922 4922 io1--- 10

x36

WESTEVAPORATION

POND

i 3„

EASTEVAPORATION

POND

38 9

,.11.a

15MI

A

SC0712.E.J0 DRAIN _„....-",

'''.

., t_H:........, A9.30_

POND CREST\

_... .......) .. ...... _ ELEV. 49311

_ _ _ _ _41

49136 4

/

8voyERHEAL.;R sNEN

IAJ

4920

SER,4

St'iPP- V.)

3:1 SIDESL ES

REVISION: 0

ORIGINAL SIGNED BY. ! PHILLIP E. CROUSE8DATE OF ORIGINAL SPPIED: 21 JULY 2001 SEAL NUMBER: :cm 9144 cvORIGINAL STORED ATui ENVIRONMENTAL

_RESTORATIONRECORDS DEPT.

fv, - 51

CNME,:)1., AREA

CPP- 22

RE‘ASIONS

APPROVED FOR CONSTRUCIION

PAGE

17 JULY 2001

EVAPORAliON POND CONIROL POINT USTING

POINTNO.

NORTHING EASING ELEVATION

20 692643.78 295858.03 4928.021 692643.78 296242.74 4928.022 692618.78 295858.03 4928.023 692618.78 295767.74 4928.024 692462.36 295779.74 4932.025 6924.62.36 295754.74 4932.026 692403.78 295760.74 4934.027 692403.78 296224.74 4934.028 692343.93 295823.59 4922.029 692337.93 295952.89 4920.030 692337.93 296032.59 4920.031 692343.93 296161.89 4922.032 692208.63 296161.89 4922.033 692208.63 296026.59 4922.034 692208.63 295958.89 4922.035 692208.63 295823.59 4922.036 692048.63 295811.59 4924.037 692046.63 295964.89 4924.038 692046.63 296020.59 4924.039 692046.63 296173.89 4924.040 691962.41 295753.68 4930.041 691962.41 296235.43 4930.0

NOTES:

1. EVAPORATION POND PAD AND POND GRADES SHOWNREPRESENT THE TOP OF SUBGRAOE SURFACE.

2. FENCE AND EROSION CONTROL MEASURES ARE SHOWN ONDRAWINGS C-101 AN EC-101, RESPECTIVELY.

3. EXISIING WELL AND SURVEY CONTROL 8ENCH MARI<COORDINATES ARE SHOVA4 ON DRAVANG G-102.

4. CONTROL POINT LOCATIONS TO BE FIELD VERIFIED.

5. SLOPE TO DRAIN AREAS SHALL BE SLOPED AT A MINIMUMOF 1 PERCENT.

50'

SCALE

0 50' 100'


SUBCONIRACT NO.

SO1-588058 CH2MHILL (91110NTGOMERY WATSON

RFC/LESTER. INEEL CERCLA DISPOSAL FACILITY (ICDF)

EVAPORAllON PONDFILLING PLAN

NITER

CLSCH. PHILIP CROUSE

MR* JANET BEVER

PROJECT NO

SPEC CCCE

FOR REVIEW/APPROVAL SIONAILIRESSEE DAR NO. OAR

SIZE cAcE CCM MAIER AMA TYPE a OINC DWG- C-103821 0100 02

EFFECTIVE DATE SCALE AS SHOWN CPP swn 1 OF 1

A

•

811.1T-111-11EV 7 6 5 4 4 3 2 1 PAGE:

D

16.0'

10.0'

APPROXIMATE BEDROCK SURFACE

4950,

44.V r_

DATUM ELA7 sa5o.00

1T 16 0'

10.0'

1 ‘'N- 3:1 (TYPICAL)

LDRS SUMP PLAN DETAILSCALE: NONE

495",

4

DATUM MTV 4850.00 0

1 1_

2.•

SUMP

EAST PERIMETER ACCESS ROAD

TOP OF BERM

_J1 3

PREPARED SUBGRADE SURFACE

EAST-WEST LANDFILL CROSS-SECT1ON

EAST PERIMETER ACCESS ROAD

44.0'

50.0'

APPROXIMATELOCATION OFOVERHEADPOWER UNE

L- 25.0'EVA'POR ATION PONDACCESS ROAD

1240

EAST-WEST LANDFILL AND EVAPORATION POND CROSS-SECT1ON


APPROXIMATE EXISTINGGROUND SURFACE

44.0' r-


35.0'CELL 1 ACCESS RAMP

SUMP

45.0'

609

44.0'

TOP OF BERM

3


NORTH-SOUTH LANDFILL CROSS-SECTION

REVISION:

ORIGINAL SIGNED BY:


SEAL NUMBER:

ORIGINAL STORED AT:

O

PHILLIP E. CROUSE

21 JULY 2001

9144


nco

RNSIONS

I 0 APPROVED FOR CONSTRUCTION

APPROXIMATE LOCATION OF BURIEDSERVICE WASTE UNE. EXACT DEPTHTO BE FIELD VERIFIED.

50.0'

3

.--



SCALE

60' 0 60'

17 JULY 2001

120'

CONTOUR INTERVAL N.A.

INEEIL="1:r:77---7"'SUESCMIRAGT NO.

scri —meow

REQUESTER:

CH2MHILL MONTGOMERY WATSON

DESGN: mar CROUSEDRAM:

PRATT NOT

9:EC CODE

ET BEVER

FOR WWII/APPROVAL 904AIURESSEE OAR NO. DAR


GRADING SECTIONS AND DETAILS

CAGE CODE

DFMK Wit NUNBUE

4 a

nind (171321ORIG D C -104 R8

rEFFECTDE DATE: SCALE: as slam/ SHEET

1 OF 7

AR—DI—REV 13 8 7 6 5 4 3 2

RDASIONS

1 PAGE: 8

D

495'

490

DATUM ELEV 4850 0


LDRS SUMP

SLOPE TO DRAIN14'

4900 L.

DATUM ELEV 4850

.G.7.11— —13

WEST EVAPORARbNPOND

3 3:1

2i0

APPROXIMATE LOCATIONS OFBURIED SERVICE WASTE UNE.

EXACT DEPTH TO BE FIELD VERIFIED.

--- -.-.•••, ---- •

2.5X

LDRS SUMP PREPARED SUBGRADE SURFACE

40'

SLOPE TO DRAIN

EAST EVAPORATI

— POND - — - —

3:1 3—1.

3

4.00


EAST-WEST EVAPORATION PONDS CROSS-SECTION


LDRS SUMP

600

SLOPE TO DRAIN

WEST EVAPORARON POND \ . _ • .

20' I

e0'

800


ZOO


NORTH-SOUTH EVAPORATION PONDS CROSS-SECT1ON

REVISION:

ORIGINAL SIGNED BY:


SEAL NUMBER:

ORIGINAL STORED AT:

0

PHILLIP E. CROUSE

21 JULY 2001

9144ENVIRONMENTALRESTORATIONRECORDS DEPT.

800

APPROXIMATE LOCATIONS OFBURIED SERVICE WASTE UNE.EXACT DEPTH TO BE FIELD VERIFIED.

0 I APPROVED FOR CONSTRUCTION

50'

17 JULY 2001

SCALE

0 50' 100'

CONTOUR INTERVAL N.A.

INEELEc41 r E. bsWa..11LIA.il,..L2

SUBCONTRACT NO.

SO1-558055

REOLEFIER:

CH2MHILL 41) MONTGOMERY WATSON

DESICH PHILLIP CROUSE

COBR1t JANET BEVER

PROLECT NO.

SPEC CODE

FOR REVIEW/APPROVAL %MATURESSEE DAR NO. DAN


GRADING SEC11ONS AND DETAILS

CAGE OODE

DNCO CITE MEIER

AREA EVE ORIC

821 0100_ 02.C -105 Re)

•EFFECRIE OA1E

ON.

SCALE: AS CPP SHEET 2

FUT -151 -REV 3.3 1 PAGE:REVISIONS

9

D 5,000

?,600

II

I

tP •

B

/-

START PERIMETER COLLECTION DITCHA N 692748E294579IE 4921.00

STRAWDAM OSEE D

N691895E294557IE 4919.17

8

F1L,TER F NCEDETAIL DWG

SPW-E,

-102

... ,,,,,

153c: A

—...

7.-,..„; N.

' \

1522\\\..„...

‘.Ny"

Z /7 ,/ i

././ 1;,././ 1

I

z..--/' ,it

;7'7 i/".; '

-./

°PA; '1 534

"

-.. • ....... ........ ......_ _.77

../ ,OP •,

t

oto

On E`O'FR stP

150.-12" HPDE CULVERTI.E. IN 4917.50I.E. OUT 4917.00

........ / ....

BALE CHECK300' CENTERS, TYP AIL DWG EC-102 ,/

4_

13S57

\ .-.--: .„,.._.. :-: :-: ::,:r, - ....,,_.,-.-:-------...,--,_-,-,-,4,_,,Th—....41.. • • • ..1.. 4.......p..--- •:'=" '-"-"......."

il

Ak 538

TEMPORARY STOCKPILE AREA

X

•••• • • •

...

:sk IPAR ING AREASEE DWG C-101

N. N._ DRAINAOE 1WALE,

AREA 'SFDEPTH= 3:1

GS

SID SLOPES

IUZE INLET AND OUTLUZotr .° ---'," TV.1\OT W/ RIPRAP A MINIM M OF , N692725

t 2 *AP -,...sAT- 'RILL:Zign. ENDS. '-'8' }MIN- -THICKNESS - E2963E17-\ ,,N4 ,, ,,,„„ ---rILTER FENCE \I., 4917.46

•

1

N

CS- 5

STAGING ANSTORAGE A EA \\

X R X D. 4 -

MATCH DITCH INVERT

--PERIMETER--;;DFTGH,- TSEE TYPICAL DINH SECTION, DWG EC-102

/

fr i i, _II

ssaa

1

I

1

Vo.

1s, xv 04mtrA3PUnil 4

11

4

RUA:ZS', SERvICE. WAS14

TO LEVEL SPREADER, SEEDWG EC-102 FOR DE AIL.DISTANCE TO LEVEL PREADERNOT TO EXCEED 300' FROMDITCH JUNCTION

EI4VM.INIVEN i AtCCATROL AREACP4.-22

DIT H JUNCTION1888

E4963071E149115.70

! I

REVISION:

ORIGINAL SIGNED BY:


SEAL NUMBER:

ORIGINAL STORED AT:

D

JAY G. DEHNER

20 JULY 2001

9721


xxv I r.xxrxwmix

0 l APPROVED FOR CONSTRUCTION

Frrtryr..0 n Tr.

I 17 JULY 2001

NOTES:

1. PERIMETER DITCHES AT PERMANENT FENCE UNETO BE INSTALLED CONCURRENT WITH EXCAVATION/FILL PLACEMENT ACTIVITIES.

2. INTERIOR COLLECTION DITCH AT TEMPORARY STOCKPILEAREA TO BE INSTALLED AFTER CONSTRUCTION OFCOMPLETED STOCKPILES.

3. DITCH CULVERTS TO ALLOW CONSTRUCTION EQUIPMENTACCESS NOT SHOWN. CULVERTS TO BE POSITIONEDIN FIELD BASED ON FINAL CONSTRUCTION ACCESSROAD LOCATIONS.

4. SEE SPECIFICATIONS FOR EROSION CONTROLREQUIREMENTS FOR TEMPORARY AND PERMANENTSTOCKPILES.

5. LEVEL SPREADER TO BE FIELD LOCATED BASED ONUPDATED SURVEY OF GROUND CONTOURS IN DISCHARGEAREA.

LEGEND:

TOPSOIL AND SEED

DRAINAGE DITCH W/FLOW DIRECTION

STRAW BALE CHECK DAM

— FILTER FENCE


NEELCi,F M.ViT LlC

SUBCONTRACT NO.

501-5880513

REQUESTER

CH2MHILL

DESIGN G CLARK

DNA R MORGAN

PROICT NO.

SPEC CODE

FOR REVEVAPPROVAL SIGNATURESSEE DAR NO. DAR


EROSION CONTROL PLAN

CAGE COOE DEX C2E NEMERAREA TAT CI. OR1C DYG- EC-1 01

A

B21 0100 02

EFFECTIVE DATE: SCALE: A5 SHOV81 CPP SHEET 1 OF 1

F4T-01—Rfle 3 3 8 7 6 5 4 3WIRE MESH SUPPORT FENCE

Li

FILTER FABRIC

BACKFILL WITHNATWE MATERIAL

NEWLY GRADED ORDISIURBED SLOPE

USE STAPLES OR WIRERINGS TO ATFACHWIRE MESH TO POSTS

II

u

FENCE POST AT 6' O.G.

SECTION

USE STAPLES OR WIRERINGS TO ATTACHFILTER FABRICTO WIRE MESHFILTER FABRIC

II

ELEVATION

FILTER FENCE NTS

FENCE POST

WIRE MESH SUPPORTFENCE AS RECOMMENDEDBY FILTER FABRIC MFR

a40

1.4

112

BURY BOTTOM OFFILTER FABRIC INEr X 1.-0" TRENCH

STAKE BALES TO MAINTAIN POSITION

STRAW MULCH(BEYOND)

EXST SUBGRADE

6" MIN TOPSOILW/SEED

TWO STRAW BALES, MIN

44/bat*Mk/ i74v\

11011

HMI

IHI

SECTION

2 1REVISIONS

0 I APPROVED FOR CONSTRUCTION

DITCH FLOW DIRECIION

STRAW BALE CHECK DAM DETAILNTS

PROFILE

PAGE: 10

me,. I

I 17 JULY 2001

2 "X r X STAKE,2 PER BALE, TYP

STRAW BALE, TYP

C

6" MIN TOPSOILW/SEED 4H1

TYPICAL DITCH SECTION NTS

LEVEL SPREADER, STRAW MULCH,ON 6" TOPSOIL W/SEED

in

FLOW

RIPRAP

L. PLAN 3: 1

ri

LEVEL SPREADER DETAILNTS

REVISION:

ORIGINAL SIGNED BY:


SEAL NUMBER:

ORIGINAL STORED AT:

END OF DITCH CHANNEL

3: 1

JAY G. DEHNER

20 JULY 2001

9721ENVIRONMENTALRESTORATIONRECORDS DEPT.

LEVEL SPREADER, STRAW MULCH,ON 6" TOPSOIL W/SEED

RIPRAP STRAW MULCH

EXST SUBGRADE

6" MIN TOPSOILW/SEED

I J1°

EXST SUBGRADE

SECTION

INEE Pw=7.7. d.

SUOCCHIRACT NO.

S01-588058

REQUESTER

CH2MHILL MONTGOMOW WATSON

CESIGN J DEHNERMAHN R NORCAN

PRO,ECT NO.

SPEC CODE

FOR REVEW/APPROVN. =AIMSSEE DAR NO. DAR


EROSION CONTROLSECTIONS AND DETAILS

DCAGE CODE KU COM MAW

—NIKE-. TYPE CL CHIC

B21 0100 02 OWC-EC- 1 02

A

EFFECTIW OME SCALE AS SHOVN CPP SHEET 1 OF 1

ineel cercla disposal facility final design excavation and

Documents