*,~ 7: q759-9' . .tDOCKETED

USNRC C

^70O5 KAR -3 PHJ 4: 06

e2, 0I ^ 1OCI(WOOO GiREEN1E*W1 ENGINEERlNG - CONSTRUCTION

1500 International Drive

864578-2000 '

Spartanburg, SC 29303

'-rtrF n1' TH�- -TA I.

.

.- , D U iCWI tI $)T AFF .AFk-:~ -11=111'e-lild

Sheet I of 1

* Date:

job No.:

30-Mar-04

018511To Lockwood Greene

1500 International Drive

Spartanburg SC 29303

* Attn: Distribution. ..

Job Name: Urer

Transmittal No: 195

nco

.

The Following Data was sent via:. Various

Code for Lockwood Greene Docutments

A - Approval B - BidB/C -Bid / Construction C - ConstructionD - Design . .- InformationLA -Ucen*e Application P -PurhasePE - Permit R - ReviewRD -Record Drawing * RF - RefeTerenceSAR-SAR T-TransmittalOrdyX -See Conmucnts

Copies To Qty. Coples To Qty.

Chris Funk Floyd SouveJohn Shaw ; Kurt Merdick (Framatome-Charlotte) .Master File/Dual Storage (20.19.13) I 1 Randy CampbellRichard Hammond * - I . . ... .- * . . - . . . * :

Comments:

Transmitted By: Rloxanne Greenleaf n

Transmitted For O1S MA.SILF1 IS T

Quantity Transmitted: Scc Di fibtition

Document No. Rlev. Descnption .Code|

L4-501-RES 01 aiiu/tnform.ihon er Environmental Pennit

US. NUCLEAR REGULATRY COMMISSION

k040eMat1r0fLI0X5 M O iffY S~V6ZC'j, LI*.1 O-3 /e-'3 - M I _ _ _ _

OFRED by: Appicant/Lceisee lr r"1S6CNRC Staff Other_ _

inm on /o _ w itness n e__Re_ActonTalmn: CAEGWTEW CTHED .R WITHAW

- _. -a* ; , T, I,

LES-00768. * . * .

Rnew -1IWI/Inn - -F.t

-FeMP1a*e--'Sr C.Y-'6'R8

U -

,i I1LOCKWOOG GREENEQ0 ENGINEERING & CONSITUCTION

Client: LES

Project-Name:

Lockwood Greene Project Number:

* Department:

NATIONAL ENRICHMENT FACILITY

018511.85

MECHANICAL

Document Name:

Bldg./Area-System-Equip. Number:

Document Number:

DATAINFORIATION FORENVIRONMENTAL PERMIT

All

L4-50-01-RES

Rev. Date Description Prepared Checked Approved

O 05-MAR-2004 Issued for John Tramel Chris Funk Chris FunkInrtormation

I 29-LAR-2004 Issued for Chris Punk Flo SAUVE Chris gnkInformation

018511.85p:5O.Lenvironmental perrnicdataslnto forenv perrnRtrev. t'docRev I (25-MAR.2004) Page of 16

a)LES-00769

. - \, . . -1� -

TABLE OF CONTENTS

1.0 PURPOSE ........... __;_ .

2.0 SUMMARY OF FINDINGS ..................

3. OUTSTANDING ISSUES .......... ....._

4. QUALiTY ASSURANCE SYSTEMI.......

5. NUCLEAR SAFETY CRITERIA..._..;.....

6. INPUTS..........._......_......~..

7. ASSUMPTIONS._......................

8. REGULATORY REQUIREMENTS......

9. REGULATORY GUIDANCE.;

10. REFERENCES ..........

11. ATrACIIMENTS.....................

Page

.~3

, _ ,15

*.1,.....__.................

1N......... ......... _ �

.1

~....._16

.... _....................

6�

-Page 2 of16'

LES-00770

01851185p:l50envirorvnental permiPdata&Infa For env pefrnit rev. 1.docRev 1 (25-MAR-2004)

I -

I

2.2.2. Information needed for NDPES Form 2F as listed below:a. The latitude and longitude of the See Figure 3.4-1, Figure I - NEF General Site Area

stormwater basin outfall location Mapb. A site map showing the topography Sce Figure 3.4-1, Figure 1 - NEF General Site Area

Mapb.i The drainage area of the stormwater outfall Included graphically in Figure C00002.dwg, Figure 2

1 . . ..- NEF Sito Map."ib.ii Paved areas and building within the Included graphically in Figure C00002.dwg, Figure 2

drainage area of each stornwater outfall, -NEF Site Map, except areas where pesticides,each known past or present areas used for herbicides, soil conditioners and fertilizers are appliedoutdoor storage or disposal of significant include but are not limited to termite treatment formaterials, each existing structural control under the slabs of the buildings, herbicides forjointsmeasure to reduce pollutants in storm water in concrete (UBC pad), fertilizer for xeroscaped areas.runoff materials loading and access areas,areas where pesticides, herbicides, soilconditioners and fertilizers are applied.

b.iii Each of its hazardous waste treatment, Included in Figure C00002.dwg, Figure 2-N EF Sitestorage or disposal facilities (including each Map.area not required to have a RCRA permitwhich is used for accumulating hazardouswastes for less than 90 days). Assume thatthe only four buildings that store oraccumulate hazardous materials are: theSeparations Building; the CentrifugeAssembly Building; the Technical ServicesBuilding and the Central Utilities Building

___ (anywhere within these buildings).c. For each outfall (stormwater basin only), Included graphically in Figure C00002.dwg, Figure 2

provide an estimate of the area drained by - NEF Site Map..the outfall that is covered by impervioussurfaces, e.g., paved areas, building roofs,parking lots and roadways. Include anestimate of the total area (including allimpervious and pervious areas) drained byeach outfall.

d. A narrative description of the location, Areas where pesticides, herbicides, soil conditionersmanner and frequency in which pesticides, and fertilizers are applied include but are not limitedherbicides, soil conditioners, and fertilizers to termite treatment for under the slabs of theare applied buildings, herbicides forjoints in concrete (UBC pad),

_ and fertilizer for xeroscaped areas

2.3. Groundwater Discharge Permit as listed below: _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _

1. Map I (GW 2): A local road map clearly See drawing with file name New Mexico Figures.dwg,defining the location of the facility and the NEF Road Map, NM Groundwater Discharge Permit.route to get to the facility (use ER Figure

____ 2.1-1) _ _

018511.85p:Y50%envitonmentat pesnit'datashfo rot env penitjev. 1 .docRev I (25-MAR-2004) Page 4 of 16

I'LES-00771

2. Latitude and longitude of all surface,discharge locations (all three basins andseptic system)

Per e-mail from Carroll Walker to George Harper, dated 12-

March-2004:

UBC basin: Lat. 32d 26' 2r-Long.103d 5'3"

Site SW basin: Lat. 32d 25'51" - Long. 103d 4'4I"

Treated Effluent Basin: Lat. 32d 26'2" - Long. 103d 4 55"

Tank 1: LaL 32d 25' 57" - Long. 103d 4'36"

Tank 2: LaL 32d 26' 1 I1"- Long. I03d 5'6"

Tank 3: Lat. 32d 26' 1JO - Long. l03d 4'49"

Tank 4: Lat. 32d 25'59" - Long. 103d 4' 46"

Tank 5: Lat. 32d 26' 2" - Long. 103d 4' 39"

Tank 6: Lat. 32d 25' 52r - Long. I 03d 4' 29"-I 4-3. Basis of Design for the Liquid Effluent

Collection and Treatment Systemn'and allliquid discharges to basins. Pcak designdischarge rate (the maximum volume ofwastewater the system was designed to treaton a daily basis. This is generally based on'the capacity of the different components ofthe system.- size of the basins, volume of'tanks, etc.) in gallons per day (all threebasins and septic system)

During a 23-March-04 meeting at LG attended by C.Walker, C. Funk, G.'Harper, & E. Mahr, the followinginputs were agreed to for the basis of the dischargecalculations:Rainfall: 6 in. per day, peak ''14 in. per year, avgAreas: TEEB 1.1 acres

UBC 43 acres (23-pad + 20-other):'- Stormwater 95.6 acres

(SeceL4-3-50-BOD, L4-53-5 I-DOD, & L4-53-55-CALC for details.)

4. Average discharge rate on an annual basis See BODs listed above and email with spreadsheetin gallons per day of actual flow (all three from Cirroll Walker to George Harper, dated 2-basins and septic system) March-2004, concerning septic system.

5. The methods used to meter or calculate See BODs listed above.discharge volume (all three basins andseptic system). Also include boiler blow-down water. '

6. The Total Dissolved Solids influent and See LA-53-26-BOD and Figure 0000-R-100 1.dwg,effluent concentrations and concentration Block Flow Diagram,; Liquid Effluent Collection andinformation about any other contaminants, Treatment System.'e.g., chemicals used in the'algaecidcs, " Typical blow-down concentrations may' be as follows:biocides and corrosion inhibitors, that a're Phosphate' 4-12 ppmadded to the cooling tower blow-down -- Epoxy carboxylate polymer = 4-8 ppmwater and the boiler blow-d6wn water. See Hydroxyl sulfthrate polymeriii-' ppmlist of regulated of chemicals in 20.2.6.7 and 'Copper inhibitor HRA = 2-4 ppm'20.6;.3103: For the Liquid Effluent Typical chemicals used in cooling tower waterCollection and Treatment System we will treatment are as follows:need: 96% Sulfuric'AcidBasis of design . - Continuum AEC3 109Liquid Effluent Collection &Treatment Liquid BromineSystem process flow diagram

?. The total volumetric capacities of tanks, See L4-53-51-BOD, L4-53-56-Calc, and L4-53-26-basins, leachfields, and any other storage , BOD.units. Area must be provided for all landapplication areas (if any), leachfields orother area features.

018511.85p:'50Lecnvironmentat permitfdata&info for env perm itev 1.doc<Rev 1 (25-MAR-2004)

I I

LE. S-00772

H-

8. Describe in detail (provide, latest'narratives) See BOD L4-53-5 I-BOD and L4-53-26-BOD.the operational plan, including allconveyance, collection, treatment,distribution and disposal systems. Possiblyin SAR.

9. Map 2 (GW 4): Detailed Site Map. See Figure 6.1-2.dwg, NEF Detailed Site Map, NMIndicate site monitoring locations on a Groundwater Discharge Permit.facility map (11" x 14"). (start with marked-up ER Figure 6.1-2 and remove TLD andair sampling locations, as well as wind rosesectors) In addition, provide the following:

a. Locations of flow meter monitors, Sec Figure 6.1-2.dwg, NEF Detailed Site Map, NMmonitoring sites (water, soil vegetation, Groundwater Discharge Permit (no flow monitors areetc.) and Site monitoring wells; - included)

b. Latitude and longitude of these monitoring See Figure 6.1-2.dwg, NEF Detailed Site Map, NMsites, flow monitors and monitoring wells, Groundwater Discharge Permit.

c. Northing, Easting and elevation of these See Figure 6.1-2.dwg, NEF Detailed Site Map, NMmonitoring sites, flow monitors and Groundwater Discharge PermiLmonitoring wells (to the nearest 1/100 foot) '

10. Map 3 (GW 3): Facilities buildings (use See Figure C00002.dwg, Figure 2 -NEF Site Map.marked up ER Figure 2.1-4)

II. Maps 4 (GW 1). Area Map that is a 7.5 See Figure 3.4-l.dwg, NEF Area Map, Groundwaterminute topographical quadrangle map, Use Discharge Permitmarked-up ER Figure 3.4-1 and transfer theone USGS observation well site location(from ER Figure 4.4-7) onto the USGAtopographic map. Identify the location of allwater supply wells, injection wells, seeps,springs, bodies of water, and watercourseswithin one mile of the outside perimeter ofthe discharge site.

12. Map 5 (GW 5): A USDA National See drawing file MSWord Figures.dwvg, NEF Site SoilResources Conservation Service (NRCS) Map, NM Groundwaler Discharge Permil.soil survey map and descriptive informationfor soil(s) associated with the discharge site.Use marked-up ER Figure 3.3-6)

13. Verify that boiler blowdown is discharged The boiler blow-down discharges to the UBC Storageto the UBC Storage Pad Storrmwater Stormwater Retention BasinRetention Basin

14. Chemistry of incoming and outgoing. The water analysis for the six wells that serve the citypotable fresh water supply(s) and effluents of Eunice is in attachment D. LG recommends usingto the UBC Storage Pad Storrmwater. worst case TDS from attachment D with 4 cycles ofRetention Basin and the Treated Effluent concentration for total TDS to evaporative basin.Evaporative Basin. As a minimum we needthe total dissolved solids (TDS).

'2.4 Air Permit

4e~"e 4: lh8- ^ U/ Ji- 1 •J~t/01851 t.85 . AL 74; A A4-_ 4

ap:Wenvironmental permitkdata&info for env permit rev. I.docRev 1 (25-MAR-2004) Page 6 of 16

LES-00773

- 9. REGULATORY GUIDANE

For Codes and Standards refer to Lockwood Greene's' L4-53-04-LIST, Project RegulatoryRequirements & Guidance Documents.

910. REFERG A RNCES GUIDAN

'lA-50-01-HVAC-Confrinemcnt Ventilation Code SummaryIA-50-02-HVAC - Building IIVAC Systems SummamyLA-50-05-NAR - GEVS - Technical Services Building NarrativeLA-50-06NAR - GEVS - Separation/Blend & Samrple Narrative'LA-53-26-BOD - Liquid Effluent Collections and Treatment System - BODLA-53-50-3OD- UBC Storage Storr Water Retention Basin - BOD.4-53-5 I -BOD- Treated Effluent Evaporative Basin - BODI 500-H-I001 - Flow Diagram, TSB Contamination Workshops HVAC System1 300H-1003 - Flow Diagram, Centriflge Storage & Misc. Areas (CAB) HVAC System1600A4000- Central Utilities Building Sections-OOORI 002 - Attachment A, NEF Process Block Diagram, NM Air Permit.0000-R-1001 - Block FloW Diagram, Liquid Effluent Collection and Treatment System.

11. ATrACIIMENTS

Attachment A: Boiler Emissions Data (4 Pages)

Attachment B: Boiler Stack Data (I Page)

Attachment C: Diesel Generator Data (11 Pages)

Attachment D: Eunice Water Quality (6 Pages)'

Attachment E: 11(V Cooling Tower Brochure (8 Pages)

Attachment F: Boiler Ratings (I Page)

Attachment G: Boiler Dimensions (I Page)

Attachment H: Fuel Tank Description (13 Pages)

Attachment 1: ER Boiler Emissions (2 Pages)

Attachment J Fuel Tank Quote (4 Pages)'

Attachment K: Number 2 Fuel Oil MSDS (7 Pages)

Attachment L: Annual Stormnwater Discharge Calculation (2 Pages)

a. .*.

p:A5O-envircnmental peffmit~data&info for env permit-rev. 1.docRev 1 (25-MAR-200-4) Page 16of I6

LES-00774

- L fU-

08/07/2083 15:15 505394360111~lG~7:O03 THU 11:31 AM~ NAED HOBBS

iWiter anti Air Tet:*wo Howico statn Unive

't-<*-*'DBO 30003

Lan CruceR, m 88003,% ~.. .(505)646-4422

*,:.. ... :

CITY OF EUNICE

FAX:5053930906G(E - 2l62

PAGE. 202

"q Labirsitky

/L-

Pago I of .T *Roport fjAoI r a

Date: 06/30/97

i

: s :

ANAILY1lCALRIPORT RECEVED

LI

X ..

To: City of Eunice

Attn: Larry llaaso

P.O. Box 147

Runice, NMS B8231

394-2576

Purrcase Otder i?

JUL - 2;1997B. OFIC

. HOBBS Of FICE

4

Below are the resuts for Secondary Group Anal'm * *ML 7Me thod deutcion l0th)

Swoo ID. AA7171i

Sample Description: We #6 Hob North Src #8Sample coflctiondate:r'' 03/05j9? Samplecomlocionthne 10:15Submittal dale: 03/:6i97 Submittal timne 15:UWSS# 21513 Rjuest ID No. U028643 Colleatr MYRAMEYERSSample Nrpe: Monitoring Sawplrg&1nwigmtio2 (Grab

Date ofENl Method ppiaul * Units, MD Analysis AnalystCakiuhmbyiC. EA2M7 77 mgiL 0.1 .Q, 7,97 MiLM6k93JumbyCP6 EPA 200.7 103 viJL 0.1 03M79r7 MDLSo.hmbyInCP- EPA 200T 351 ntgil. 0.1 M7J9J7 1BLrWaitumbyrCp- EPA20D.7 4j0 uijL 0.1 03244j$7 MMUL

ller&=(&ChCO3) EPA 130.2 234 MuL 1 KD/27 . ALBAWhityfs CCO)3) EPA310.1 168.0 MVL 0.1 03W0.7 WUlCoumwic akdnity EPA310.1 5.0 . iL . 03.L7j97 BJIIbeatbue1adhi 11PAWL 005.0 Vl, 1. 03wJl EmC(bbMebyAutoc*z EA325. 36 D M . =Wl0.50 7 7 BJHS&itate *PA 3754 70 mgL 2 MW31u& RJ1

EkcaalCdisaity EFA120.1 571 . 1ruInb0hCv I 03W17 7 BJHplrotwmt EPA1W.1 7.25 O*5r7 BJHToa1 Dimwted Soiks &d12540C J t U . 1 C 3Z IH

tiuvbaftkio UPA 110,2. 05 5 03 D7 SISOdIoib1tjC 1 EPA 14061 . 1 03¶I7W/97 'SBTvbidity ept*uie=- EPA 183.1 3.70 N . 0.01 0347,7 SLSSvd.cimbAs. ErA 425.1 1tdoiewd mg/L oms 03,797 *S1S

F Lwpb ID. AA79173

Sample Descripion: Well #5 Hobbe North StC #7

Sample colkltion date 03)05/97 Sample ooIecion titne: lOOO

Submittal date: 03106j97 Submittal time: 15:44WSS# 21513 Request ID No. U028642 .Collector: MYRAMEYERSSample Furpomel 1oiitoring Sampling Informution OAb

- nD.l ..s

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Result

11.340.64.4

251179.00.0

211A57.966703

Units MDL Analpis Analystm 0.t

M&UL (XIAL &1mlL 0.1

ngwL, 0.1=V~L~ 1.0

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F6 j,6 1.1 . * *7

I . :..CITY OF EULICE - ADM,,FAX:5053930906

( b-V6PAGE 3

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Page 2 of 6Roxpcvt #qf01&bDlOv

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- Samplecollectiondate:. 03A]597 .-- .Samplollection tnoc jO:00

Subminal ate: 0316o97 Submittal lime: 15:44s-- rWSS#21S13 - Request ID No. U02864Z Cbflector MYRAvl

: Suple Ptupos: Monitoring . - . . SawiplingInformation: GrabEYERS. I,

* . Holwtemntr

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*~.. ' 1 ' sbdbum-bal lr

Thtldbyhcpkklnnew-9*Sdfcsutaub yMAS-

Dat ofUnits MNDL An9lalsk Analyst* Metbod

ETA 150.1Sotd2540CETA110.2EA 34011EPA 180.1EPA 425.1

7.12* 407

. ot atiecredNot detected0.0

* Not detttd

*1.5

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03t27J9703/76197QWO7197

03107197C3./07.

D3M1mnl

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Scs pI LD. M79173

Sampll Decwption: -Wel #4 Ilobb6 South S .#6Sample coflcction date: 03IU5d97 Samtpl calectioftitse. 09:20Sulmiitial date: .03A06,97 Submittal time 15:44WSS021513 R cquestID No. U028641 Collector. MYRAMEYUSSamplePuftpo Monhorin - SUnplinglnforniationr Orab

Date of

-IJtailt Iy tC.

Mliwo; byI l'_fta5ft1,Mtl1cP-Sodlunbyla- -7o&Amwh by IC'.

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-- EPA31I0EPA310.1

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0.1 O"C7j701 03,V7,9701 031jW797

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08/07/2083 15:15 5853943601' AUG17-O3 THU 11:32 AM NRED HOBBS OFFICE

ibmpk 1. M791. ': *;. Sample Descuiptlon: WDl #4 HIobbs St

:.-~ *5.. Sazwlecollcciondate:. 03/06507K: i.'. '... 'Submiltal date: o3f1

* 'WSS# 21513 Rrquesil llNo. U0* * f. o -:

CITY OF EUNICE - ADM .iFAX:5053930906

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Sample Purpose: Monitoring Smplhg Iotaft Cit)Date or

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SampleDecsaiption: Well #3 Hobs South Src #5Saimpan ooectbon date: 03K5/97 Sample llection time: 09:10Submittal datc: 0310617 Submitta time. 15:44WSS# 21513 Request ID No. 302640 Cofletor: MYRAMEYERS,SWniplc Puipo= Monitoring Sampling Tnformat: Orab

Emt MkDd RrsulL Unltsb IDL Asatyna Analyst

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sogum by WX ZPA=7 315 M11L. 0.1 03/19,97 MDLrvtassjlCPm . EPA 2W0.7 44 m.L D.1 0319,97 MBL

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muklA I0OnDcttity EPA 120.1 544 mobOm I 030797 13pHdof wtur UA MI 7.34 03.07/17 BJH

al Vbldd eSoUdi stdwd 2 C 302 I4 t 0N 3BiPm - bIti1w DM110.2 0.5 5 03077 S1S

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LES-00777 X

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., AUG,7 W3 Ti 11:32 A IED HOBBS OFFICE - A:5053930906 PAGE 5

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SampJe Decription: Wel #1 Hobbs North Src. #1Sample colweot daie: 03A30J97 S.mp colmcon timt: 0950

Stubnitzl datc: 03A0)97 Submittal tzn: 15:44

WSS# 21513 Requat ID No. UO2B638 Coltector MYRA MEYERSSampleurpose: Monitoring Swtpinginfornation: riab

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Datc ofUnite MDL Awalj1, AwIytMetod

EPA2=7EPA 20.7EPA2W.7:EPA2007EPA 11wEPA 310.1VEA3SI013PA310Q1EPA3252EPA 375.AEPA 120.1VA 15.SUMU24CEPA110.2EPA 140.tEPA 18.EPA425.1

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LES-00778

08/07/2003 15:15 . 5053943601A.UG-7-03'HU ,I1;33 MA NED HOBBS OFFICE

CITY OF EUNICE - AIM

FAX:5053930906PLI/V pA 6

PAGE 6 1Pago 5 o0f 5

1Report f oOIQ2o

1:

Rsimuto relt.e only to the items tested. Thlo report OhaML not be reproduoed except in fell,

v'thot the written approtal of tha laboratory. zhis lboratory ia ac~eZ3ted by the Aeriean

lhsoclation for Laboratory Aooreditatiom (AM) &M4 the results abon La this report have baen

d.terbiued in aocordanee vith the lWoratory's tome of &ccredititiom unlarn stated4 othexviv

it. the repot. Thoss toets not presently accredited axe noted by a wlpon

1- Plma.e advlse should you have queStions cbncorn:Lng thaub data.'ti, Reapoctfully subfitted,

Andrew Leo BristolLaboratOry MaZgqer

(505)646-4422

I 1.,

ILES-00779

* PRELIMINARY(to be verified in final design) flA-fl FA 7

National Enrichment Facility Job No. 18511.01Lea County, New'Mexico Sheet No. i-;2

Date 27-Oct-O3

Computed By D. MICKANENChecked By C. WALKER

Annual Stormwater Discharge

Assumptions:1. Rainfall data obtained from "Normal Annual Total Precipitation! map, US Dept of Commerce,

'Crimatic Atlas of the United States". 1968, map page 43.2. Site area based on boundary survey for site by Pettigrew and Associates dated 8-26-03.3. Site consists of deep sandy soils per USDA SCS, Soil Survey. Lea County, New Mexico. 1974"4. Assumed factor for runoff losses due to infiltration, evaporation. and transpiration is due to

deep sandy soils throughout the site.5. All annual rain falling on developed site will be stored in site retention/detention basins.

. . - An: - , - - .. ;:

QTobFAG`PA

lV .

Qoffistlte(AGArA2)APA

K Qslt.=(Aj'PA)+(A 2 4PA)

Q~ct=QTOt2 I - 1(QlOfsite~lr)+Qsize)

Where:QTw = total gross annual discharge (acre-ftlft3. or rn3)Q0saje = gross annual discharge (acre-ft, ft3. or in3 ) on the unimproved areaQsae = gross annual discharge (acre-fL ft.. or m 3 ) on the developed siteQNt = net annual discharge resulting from stored volumes in site basins and infilt. losses (acre-ft. ft3. or mr )AG = gross surface area of site (acres or ft2)Al = drainage area of developed site draining Into south detention basin (acres or ft2)A2 =drainage area of UBC storage pad draining into west retention basin (acres or ft2)PA = total depth of annual rainfall (In or ft) from Ref. 1.

,I = factor for losses due to infiltration, evaporation, and transpiration (unitless)

Ar0 543 acres = 23,653,080 ft2

Al= 95.6 acres = 4,164,336 ft!Az= 40.1 acres = 1,746,756 ft2

PA= 14 inches = 1.17 ft-1= .0.6

LES-00780

4

r.PRELIMINARY

(to be verified in final design) (L- w-2)

National Enrichment FacilityLea County, New Mexico,.

Job No.

Sheet No._Date_

Computed ByChecked By

18511.01

1 of 227-Oct-03

D. MICKANEN

C. WALKER

Annual Stormwater Discharqe (cont.)

QToUi ( 23653080 ftA2) * (1.17 ft)QT~tr3 . 27,674,100 fte 7,831,800 m'

Qofftsite= [(23653080 ftA2) - (4164336 ftA2) -(1746756 ftA2)] * (1.17 ft)J.Qoff5jt,= 20,758,100 ft = 5,874,500 m3

[ (4164336 ftA2) * (1.17 ft)] + ((1746756 ftA2)*(1.17 ft)]Q5 ite 6,916,000 ft3

- 1,957,200 m

QNet= (27674100 ftA3) - {[( 20758100 ftA3) * (0.6)] + (6916000 ftA3)}

QN~t= 8,303,200 fet = 2,349,800 m'

If-LES-00781