CERTIFIED MAILRETURN RECEIPT REQUESTED

eder associatesconsulting engineers,

O O 1 7 5

April 10, 1987File #497-2

Mr. Michael dffordRemedial Project Manager 'MODUS WifflfKLWMBRANCHUnited States Environmental

Protection AgencyRegion VWaste Management Branch230 South Dearborn StreetChicago, Illinois 60604

Dear Mr. Glfford:

In accordance with the requirements of the Administrative Orderbetween National Presto Industries, Inc. (NPI), the UnitedStates Env1ronmental Protection Agency, and the W1sconslnDepartment of Natural Resources, enclosed are five copies ofProgress Report No. 9 prepared for the NPI site 1n Eau Claire,Wisconsin.

Should you need additional Information, please advise.

Very truly yours,

EDER ASSOCIATES CONSULTING ENGINEERS, P.C.

William M. WarrenSenior Hydrogeologlst

WMW/nzEnc.

cc w/enc.: R. NaumanJ. Derouln

85 FOREST AVENUE • LOCUST VALLEY. NEW YORK 1 156O • (516) 671-844OLEONARD J. EDER. P. E.

JOHN McOUIRE. P. E.

FREDERICK H. INVARD. P. E. • STEPHEN J. OSMUNDSEN. P. E. • GARY A. ROZMUS. P. E.

JORGE MOL1NA, ING. • WILLIAM J. CUNNINGHAM. P. E. - JOSEPH B. HELLMANN. P. E.

eder associates consulting engineers, p.c.

PROGRESS REPORT NO. 9REMEDIAL INVESTIGATION/FEASIBILITY STUDY/REMEDIAL MEASURE

FOR

NATIONAL PRESTO INDUSTRIES, INC.EAU CLAIRE, HISCONSIN

This progress report Is prepared and submitted in accordance withthe reporti ng requi rements summari zed 1 n the Adm1ni strative Orderbetween National Presto Industries, Inc. (NPI), the United StatesEnvironmental Protection Agency (USEPA), and the Wisconsin Departmentof Natural Resources (DNR), effective July 8, 1986.

Activities in March 1987 included the completion of MW-14 asreported in Progress Report No. 8. Notes from the drilling contractoron the installation of MW-14 and MW-15 are enclosed.

A meeting was held on March 12th at USEPA Region V offices 1n Chicagoto discuss comments on the Work Plan and Quality Assurance ProjectPlan (QAPP). Attendees were Richard Nauman (NPI); Gary Rozmus andBill Warren (EA); M1ke Gifford (Remedial Project Manager); Sue Hongand Dr. Tse1 of the Quality Assurance Office (QAO). Discussionscentered on major and minor deficiencies 1n the NPI Work Plan and QAPPas presented in a USEPA draft document.

Pace Laboratories has been notified of the deficiencies and QAPPrevisions have been started. A meeting was held at Pace on March 23rdto discuss the QAPP with Richard Nauman, W.M. Warren, and Pacerepresentatives Dr. Scruton, Dr. Splinter and Mary Mackey inattendance.

Aside from the spedf1cs of sampl1ng and analytlcal protocols, twomajor items resulted from these meetings:

eder associates consulting engineers, p.c.

1. Analvtes for Identification of Potential Contaminants

It was agreed that only CLP-HSL analytes listed 1n USEPA publishedmethods for analysis of organic compounds would be analyzed for.It was also agreed that It will not be necessary to analyze forthe entire 11st of metals on the CLP-HSL. EA proposes thefollowing list: cadmium, chromium, copper, lead, nickel, zinc,arsenic, vanadium, and barium.

2. Spent Forge Compound Analyses

Since the QAO determined that the detection limits submitted inthe spent forge compound organic analyses were too high, the USEPAwould allow the substitution of groundwater samples from monitorwells near Lagoon No. 1 in the Phase 1 contaminant identification(as described in the Work Plan). This may be necessary, but Inlight of the eventual requirements of waste characterization, Pace1s currently attempting to attain lower detection limits for spentforge compound analyses (for organic compounds) and will submitthis data as soon as possible.

- t81 doe

*wc .

*«A well

/jx frnrf

lOl cKteA«

w

Mr

^ of

\O

(L

1 SO -' *^

$*v

«3e 1

u. r

wtUL CONSTRUCTION R

LOCKMQ CAP

TWO FEETINCH STEEL

PROTECTIVE CASINGGROUND LEVEL

TWO FEET

GALVANIZEDSTEEL WELL CASING

SAND PACK(IF NEEDECO

INCH GALVANIZEDSTEEL WELL SCREEN

BRUCE A UESCH ASSOCIATES INC CHIPPCWA FALL3fWI

TYPICAL WELL CONSTRUCTIOM

yftClfT AT TMt Of MIU.MMso

' Date Completed ^V^iQfa/a/ff? Send Bill To:

otaoH o**t . uu CUM. M tow

WOR K S H E E T W-

NAMEADDRESS

CONTRACTOR

Temporary Casing Size Length Chlorine

In feet bom wefl•DMtrtat: (Racord•fttwar In appropriate

Build'r Sanitary 6)09. DrainC.I. Othar

Sanitary Bldg. Sawar

C.I. Othar

Floor iConnac

C .1. S*war Othar Saw*o: Storm aide. Dram

C.I. OtharStorm Bidg. law*C.I. Othar

StraatSan. storm

Othar Sawart Foundation Drain Connactad to

C.I. Othor SawafCHarwatar

iwagaSumpcwarwaiarSump

Sawa9a SumpHhar

ClaarwatarSump

S«P»teTank

HoldingTank

Sawaoa Absorption UnitSaapaga PitSaapaga BadSaapaga Trancn

Privy PatwastaPit

Pit: NonconformlngWallPumpTank

Subsurface PumproomNonconformlng Existing

BarnSuttar

AnimalBarnPan

AnimalYard

Silowith Pit

Silow/oPit

EarthanSiiagaStoraga Tranch OrP«

TemporaryManuraStack

WatartlahtLiquid ManuraTank

Solid ManuraStor*Strut

agaictura

SubsurfacaGaioltna orOil Tank

Wasta Pond or LandDisposal Unit(S pacify Typa)

Othar (Qlva DaKrlptJon) DistancMMaaaurad DEstimated D

Well fa tirtandad to Mtppty watar for

Casing Size QShoe

Cattrtg:t«hgtHir'"Feet Inchef

.">'/ 1 ^

|0t

.TOTAL

fI0

0

From To

Screen Size Q.D.Packer

Air Q Water D ?oth D JettingMaterial ay.JuaniVfH———IQ Upper Hole Size

iflO Upper Hole Depth"Casing Above Ground

_fi—Sajts Cement

Presaure GrouteBentonite QrouteO

»t GPM

Bottom Bit Dia._lD Cable Tool— Hot»ry-«irU w/drilling mud

w/drillingmud ft airJotarv-harnmtr

.A air

Town of

Street or C.T.H.

subdivision name, lot & block No.

T & C O P.E

Weight___ UF«

_WWI.usr

Cofnments

,4ftyOCNT AT TIME OF DRILLING

PHONE NO.

W O R K S H E E TH.

W.

Date Completed T-^«f Send Bill To:

NAME

ADDRESS

CONTRACTOR

Temporary Casing Size /O Length gfQ Chlorine

Dbtuce bi feet from wen10 MM**: (Recordanswer in appropriate

Building Sanitary Bidg. DrainC.I. Other

Sanitary eidg.. SewerC.I. Other

Sewage Sump T

Con neeC.I.Sewef Olh«r Sewer

>ra|ned'to: Storm Bldf. OretnC.I. Other

Storm Bide, ft evC.I. Other

Street SewerSen. Storm

Other Seweri Foundation Drain Connected to

C.I. Other SewerClear water

SewageSumpCMarwaierSump

C7I.Clear water

SumpSepticTank

HoldingTank

Seweoe Abtorption UnitSeepage PitSeepege BedSeepage Trench

Privy PetWattePit

Pit: Nonconlomitrtg Existing

WellPumpTank

Soltd M*nurStorageStructure

SubsurfaceNonconformlng Exlitlng

Barn3 utter

AnimalBarnPen

watte Pond or LandDisposal Unit(Specify Type)

AnimalYard

Silo !With Pit

Other (GtveDeierIptlon)

Glass LinedStorageFacility

SHOw/oPit

Earthen Si (ageStorage Trench OrPit

TemporaryManureStack

rVaterilghLtauld ManureTank

SubsurfaceGasoline orOH Tank

Distance*Meetured DEstimated D

Wall to Intended to supply water for

Casing SizeShotSto

Casing Lengths:Feet Inches

dM

TOTAL &£

J*S

Packer ___ _Development Timj>Screen Length _ _Air D Water.O Both D Jetting TooiD PressMaterial JjallaYrflleM Stot SOLJLHfO Upper Hole Size

2fi. Upper Hote Depth ._„ ._ _.__. .•j— f j BentonRe QrouteQJJ Casing Above Ground AajejBja^aaBB

Saxs CementBentonlto

PTBBSure QroutB

.To Water«? .Hrs.at.i Bit Dia._

D Cable Tool... Rotary-air .LJ w/drilling mud

Drillers

Rotary-hammerw/drilling

D mud A airRotary-hammer« air

GPM

KVcU.

Water

i of

T.

Town of,

County ,

, Sec.

R

Street or C.T.H..

subdivision name, lot & Mock No.

Total Depth /fl^'

T & C D P.E.

Weight _____ tt. MFG.,

.Wall.

u*k *£

Comments

PHONfc NO.jftTt

/A Surted

xDattComple

NAME

kT TOME OF Oft •lL«o X^yemiagjajB.Bpi.a^a.aj**\ *. a» OLSOM DWV« • IMI OJMt. wt MVI " ——— .__ . ————— ————————————————————

\AA 0*1 W H R K S H F P T W

ted Send Bill >•:

"yislfj (k'/UL.AjfV NJOJULCi/ 1

ADDRESS

CONTRACTOR

Temporary C

DbtiMcelAto naaiMl:answer in ablock!

Street Sewer

San. Storm

Privy PetwastePit

TemporaryManureStack

:asina Size Lenath Chlorine L»

feet from well(Record

pproprlate

Building Sanitary Bldg. Drain Sanitary Bldg. Sewer ConrSi'eB'if'Po- Storm Bldg. Drain Storm Bldf. SewC.t. Other C.t. Other C.I. Sewer other Sewer C.t. Other C.I. Other

Other Sewers Foundation Drain Connected to Sewage Sump Clear water Septic Holding Sewage Absorption Unit

C.I. Other Sewage C.I . Other sump i arm i in* e«*o«o« PitSewer Sump seepagw KHCHar water cwarwaieT Seepage BedDr. sump Seepage Vrench

Pit: Nonconforming Existing Subsurface Pumproom Bam Animal Animal silo Glass Lined Silo EartherWell Nonconformlng Existing L*utw fe'n T*r° """ "" fl?^ £7.° I!,0"**PumpTank

WatertightLiquid ManureTank

Well rt Intended to supply watt

£~/t

SMageT ranch Or

Solid Manure subsurface Waste Pond or Land Other (Grye Description) ...Storage Gasoline or Disposal Unit Distance*Structure OH Tank (Specify Type) Meetur*d O

Estimated O

tpfor: ' Formations

Screen Siz.O.D. j2^£^?gy^^'^^ ^ftaA^ £jljLAShoe — a...., .... Mmr * YA /fUh.V:''!v :• u; ' . • / " - s *• m •' • ,

Casing. -Lengths: .' .Feet Inches

TOTAL _,.

- *..

Development Time . ... -jQ —— , — - ——— J. —————Scr*fn Length „ _.„„ Overall /*\1 I *A J* J* J iAir D Water D Both D Jetting Tool D Press. ——— fc^VVWf Jl*\*SL*LAUatorl.l Rlnt

... Upper Hole Size Sexs Cement *) I-* l\ ** / /^» *Rftntnnrrtt / ' f WTOC/ UCL

Upper Hole Depth Pressure Groute DBentonite Groute D . .... .. . ————————— £ ———

Casing Above Ground Ready Mix D ft ft AAA JLJA J s*YJ \JLSf yVcj^^*^ \ -^

Static Water Level . /

To Water® Hrs at GPM /. _/ »A J ,* * IB««ryA.mm.r jrfWtt^V /*< X>-t>a^5

Bottom Bit Die. w/drilling "" / /

_. Rotary-air ,_. Rotarv-rtammar ^^^ki^tA V^tyf sfttottU w/dril(i«Timid_j] y H. A air I ^C/|/1 SjlMuCLlJiljLi

Drillers f *>Ct A { jfi^"*1 — [/

Rio f f) f Water TRK

% of % Sec.

T "" R

Town of

Countv

Street or C.T.H. ,

subdivision name, lot & block No.

TArn PP n A«tm utaii

uuhinM ft urn

Fr«n T(—— fl f .X.^

^/^1

t>t /v*

>w *

(LslA^/

• *3 in~rJL1

Wit,i)

47A/

M,

Comments ————————————— — —————————————————————————————————————— • —— » ——————————— __

or—(A

oIA0

CP•%o.

eO

rroc

Oc

c-ivo i?

^c^ u«Qvy^ i^ '

KQI

'

i"»c< ^MVW "_tr«3 P^j) ',JP /^^v> i^»'

^^^J\] ^ /^^ P"413 p. p.

g -jo Q0> y^o P-J^**)7 ?^f^ t«i ^P 'j>ujx>? f**\'»t //v.wc *&*"*{• *•>*•

,, 8 f&vnp****!? *-*** OO'.h i9^

U+/H

", K-

I' •• -3. p/c f - , , -,-/

j \>?~nr>i a

\u.r/ 'J'-'-i '^M

f'V)

I

GROUND LEVEL+

•*L>*9 f

FIVE FEET

LOCKING CAP

WCH STEELPROTECTIVE CASING

ROTARY BOREHOLE

NEAT CEMENT GROUT

INCH GALVANIZEDSTEEL WELL CASING

F^ ?»& INCH GALVANIZEDSTEEL WELL SCREEN

Gu/ieuiV^ 0° "

CHIPPEWA FALLS,WI SEP 86

TYPICAL WELL CONSTRUCTION B

,TMOFDIUU.INO

rX/V> /

PHONt NO.

W O R K S H E E TH.

W_

/* Sand Bill To:

X ADDRESS

CONTRACTOR

Temporary Casing Size ID Length Chlorine UDbtoHot In tot from w*fl

(Recordaittwer In appropriate

Building Sanitary Bldg.DrilnC.I. Other

Sanitary Btdg. S*w«r

C.I. Olh*r

Floor >'J!PConrxc •o To;C.I.S*w«r Othar S«w>r

Storm Bldf. DrainC.I. Oth«r

Storm BIO«. 5»wC.I. Othw

StrMt SawarSen. Storm

Othar SawarcC.I. Othaf

Foundation Drain Connactad toSawarcwarwaiarOr. ___

Sump

Sump

Sewage Sump IC.I. Other ~ Sump

Sap ticTank

HoldingTank

Saw«9a Abtorptlon UnitS*ap«9a PitSvapaoa B*d

Privy P«twait*Pit

Pit: NoneonlotmjnjWallPump

TemporaryManuraSUck

Tank

Liquid Manure1

TankSolid ManuraS tor MaStrucfura

Subsurlaca PumproomNonconformlng

SutafurfacaGasollna orOH Tank

Barn AnimalBarnPan

Waste Pond or LandDisposal Unit(Specify Typa)

AnimalVird

SHOWith Pit

Glau LinedStorageFacility

Silow/oPit

Earthen SilageStorage Trench OrPit

Other (Glva Description)Oil tenet*Mmirtd DEstimettd Q

Well to Int»nd«d to supply water for:t Formations From Tc

Casing SizeShot ———

Casing LengfHkV '"Fatt Inches

10"w

/o VTOTAL

/u

lO r

O

Scr«,n Size O.D. _fy ^gJtaJ^J^Jjj

Develooment Time ,<w;r**n Length £( Owiirall ^f3Air O Wate/ D Both D Jetting Tool p toss.Material &*U^*«I<A SlAf jfj

IQ Upper Hole Size ___ Saw Cemet Bentc

^T Upper Hole Depth Pressure Grouten " Bentontte GroutefcJ Casing Above Ground Ready Mix

Static Water Level

To Water 0 Hr«.»t

Rnttom Rit D!» , . . w/oVHIinflO Cable Tool Q mud & air— Rotary -air Rotary-hammerLJ w/drillingmud LJ ft air

Drillers Qhr* *\ |Wf &

g)S 1 punhj»*-, 1

rrtmtte

Dna

GPM

Rio <£ L(L^> f2 Water TRKe rM.W,

!4 of % Sec.

T R

Town of

Countv

Street or C.t.H.

subdivision name, lot & block No.

$Tntal n*pth 1 Cfo

TAf in PP rVl*tm Wall

UMnht ft UPft

: wn

*

Commants

AT TMffC OP DNItUMOan oiaoN owwt * uu CLM*. wi tnei

W O R K S H E E TSend Bill To:

ADDRESS

PHONE NO.

H.W.

CONTRACTOR

Temporary Casing Sire. Length Chlorine

DfetMC* te tot from well

answer In appropriate•>*"**

Building Sanitary Bldg. DrainC.I. Other

Sanitary Bidg. SewerC.I. Other

?ioor Or a InConnected TO!

C .I . Sewer Other SewerStorm Bltfg. OraNt

C.I. Oth*rStorm Bldg. S*C.I. Oth«t

San. StormOther

C.I. OtharFoundation Drain Connected to

Dr.

SumpciaarwaiarSump

5*wag« SumpC.I. Othar

CMarwatarSump

S*Pt)cTanh

HoldingTank

SawaeaAlMorptlon UnitS««pag« Pit

Privywast*Pit

Pit: Noncorrformlog ExUtlno.WallPump

TemporaryManureStack

TankWater tightLMuld ManureTank

Solid ManureStorageStructure

Subsurface PumproomNonconformlng Exlttlng

BarnCutter

AnimalBarnPen

Waste Pond or LandDl«po«al Unit(Specify Type)

AnimalYard

SiloWith Pit

Glest LinedStorageFacility

Sliow/opft

Cartrten silageStorage Trench OrPit

SubsurfaceGasoline orOH Tank

Other (Give Description)Dtitence*Measured DEstimated O

Well to Intended to supply water for:

Casing SizeShoe

Casing Lengths?Feet Inches

Qo

TOTAL

Formations From

Screen Size£>.D. ^pfj-k»r y vDevelopment Tim* .Scr«*n 1 *nqth ,ujj?Air O Water D Both D JettfntUntoriAl

__ Upper Hole Size

__ Upper Hole Depth

__ Casing Above Ground

Statir Watar La>w«l

] C\- -Ti jcri - L*** nijxri i ,*SrffT r*ir^^Tf "' LOth*r"'^ '" V f M > '''

Ou«rall3 Tool D Press. . ..Slot

,_ , fi«*f n»mf>ntBentonHe -

Pressure Qroute O^Bentonfte Qroute D^Ready Mix D

ToW!it»ra Mrs -t GPM

Rnttnm Pit f)i«

D Cable Tool_ Rotary-airLJ w/drilling mud

Drillers

Rio

% of % Sec.

RoMrv-hemrmrw/drilling

D mud A air_ Rotary-bamrmrU ft air

Water TRK

H • j.

*1 i - * Ox* P I \ */ ^*4*f -7^^ *i\Atr StA3

/^/ RtA.£< f^CiMKXT*/

T R

Town of

Countv .

Street or C.T.H.

subdivision name, tot & blod

Total Depth --

Ti'cn PP.H A«tm .ttfelnht ft UCrt

cNo.

.

Wflll

y l . l * iH h&<v4 \r\t?yvWii*iT^

J£ ViAA* \atn<*A|

^

*

, .

^

Comments

GROUND LEVEL-I-

TWO FEET5/X WCM STEELPROTECTIVE CASWG

TWO FEET

8 nBOREHOLE

NEAT CEMENT GROUT

..-FiveSTEEL WELL CASING

C"C C S-wsi W,;nC'

SAND PACK(IF NEEDED)

INCH GALVANIZEDSTEEL WELL SCREEN

PRESTO TYPICAL WELL CONSTRUCTION