APPENDIX H SESOIL DATA INPUTS - semspub.epa.gov · Kll Permeability of Upper Layer (cm2) K12...

APPENDIX H

SESOIL DATA INPUTS

0285-23-1 ftR0028UO

Data Types CHEMICAL DATA FOR ADDITIONAL PROCESSES

ELEMENT Parameter Description Reference^ B « nnM ^ ^ H. ——W___ _-- W - HW BBV —— ——— H B ^ V

VAL Valence (-) Chemical HandbookKNH Neutral Hydrolysis ConstKBH Base Hydrolysis Const (I/day)KAH Acid Hydrolysis Const (I/day)KDEL Liquid Biodeg. Rate (I/day)KDES Solid Biodeg. Rate (I/day)SK Ligand Stability Const (-)B Molec. of Ligand per Mole Compound

MWTLIG Molec. Wt. of Ligand (g/nol)

Data Type: APPLICATION DATA

Element Parameter Description Reference

HEADER Applic. Area Name (0-48 char) SiteILYS No. of Soil LayersIYRS No. of Years of Data (1-99)AR Application Area (cm2)L Latitude of Site (deg N)ISPILL Spill Index (0 or 1)

Data Typei APPLICATION DATA (LAYER SPECIFIC DATA)


Dl Thickness of Upper Layer (CM) SiteD2 Thickness of Second Layer (en)D3 Thickness of Third Layer (cm)D4 Thickness of Lower LayerNSUB1 No. Sublayers in Upper LayerNSUB2NSUB3 No. Sublayers in 2nd LayerNSUB4 No. of Sublayers in Lower LayerPHI pH of Upper LayerPH2 pH of 2nd LayerPH3 pH of 3rd LayerPH4 pH of Lower LayerKll Permeability of Upper Layer (cm2)K12 Permeability of 2nd Layer (cm2)K13 Permeability of 3rd Layer (cm2)K14 Permeability of Lower Layer (cm2)

Data Type: MONTHLY CLIMATE DATA FOR EACH YEARElement /' Parameter Description Reference

TA Air temperature (deg C) NOAA 1980, 1987NN Cloud Cover (frac.)S Relative Humidity (frac.)A Short Wave Albedo (frac.)REP Evapotranspiration (cm/day)MPM Rain Depth (cm/month)MTR Mean Storm Duration (days)MN Number of Storm Events (t/month)MT Length of Rainy Season (days/month)

Note: The user may enter evaportranspiration data in which caseNN, S and A are not needed. If REP is zero then NN, S and A areused to estimate evaptranspiration.

Data Type: SOIL DATA

Element ___Parameter Description___ Reference

NAME Soil Title (0-48 char.) SCSRS Bulk Density (g/cm3)Kl Intrinsic Permeability (cm2)C Soil Disconnectedness Index (-)N Effective Porsity (-)OC Organic Carbon Content (!)CEC Cation Exchange Cap. (»eg/100g)FRN Freundlich Exponent (-)

Data Type: BASIC CHEMICAL DATA

Element ___Parameter Description___ Reference

NAME Chemical Name (0-48 char.) Chemical HandbookSL Solubility in Water (ug/ml)DA Air Diffusion Coeff. (cm2/sec)H Henry's Law Const (m3-atm/K-mol)KOC OC Adsorp. Coeff. (ug/g)/(ug/ml)K Soil Adsorp. Coeff. (ug/g)/ug/ml)MWT Molecular Weight (g/mole)

§U£>ta Types APPLICATION DATA (LAYER RATIOS)

Element Parameter Description Reference————• f^ «——~_____KDEL2 Ratio of KDEL Layer 2 to 1 SiteKDEL3 Ratio of KDEL Layer 3 to 1KDEL4 Ratio of KDEL Layer 4 to 1KDES2 Ratio of KDES Layer 2 to 1KEDS3 Ratio of KDES Layer 3 to 1DKES4 Ratio of KDES Layer 4 to 1OC2 Ratio of OC Layer 2 to 1OC3 Ratio of OC Layer 3 to 1CEC4 Ratio of OC Layer 4 to 1CEC2 Ratio of CEC Layer 2 to 1CEC3 Ratio of CEC Layer 3 to 1CEC4 Ratio of CEC Layer 4 to 1FRN2 Ratio of FRN Layer 2 to 1FRN3 Ratio of FRN Layer 3 to 1FRN4 Ratio of FRN Layer 4 to 1ADS2 Ratio of ADS Layer 2 to 1ADS3 Ratio of ADS Layer 3 to 1ADS4 Ratio of ADS Layer 4 to 1

•at a Type: WASHLOAD DATA

Element Parameter Description___ Reference

HEADER Washload Data Title (0-48 char) SiteARW Washload Area (cm2)SLT Silt Fraction (-)SND Sand Fraction (-)CLY Clay Fraction (-)SLEN Slope Length (cm)SLP .Land Slope (cm/cm)

Data Type: MODEL EXECUTION DATA


RUN Run number (Cannot modifyl) ScenarioOPTN Run Option (Cannot modifyl)CLIM Climate indexSOIL Soil IndexCHEM Chemical IndexWASH Washload IndexAPPL Application IndexYRS Number of Years Simulated

APPENDIX I

SESOIL - EXAMPLE OUTPUT REPORT

0285-23-1

RUN NO. 39

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APPENDIX J

SESOIL SCREENING RUNS - MODEL OUTPUT

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APPENDIX K

COMPARISON OF FIELD AND MODELHYDROL06IC AND CLIMATOLOGIC DATA

0285-23-1

Hillcreek SESOIL Model Database Verification mcvalid2.wk1

PRECIPITATION (cm) INFILTRATION (cm)

RI SESOIL DifferenceReport Database

January -2.78 -3.89 -1.1February -3.11 -3.44 -0.3

March 1.33 1.28 -0.1April 7.38 8.17 0.8May 13.61 13.67 0.1June 19.11 18.72 -0.4July 21.78 20.67 -1.1

August 21 19.78 -1.2September 17.72 16.33 -1.4October 11.78 10.72 -1.1November 5.4 4.22 -1.2Deceafcer -0.2 -2.11 -1.9

Water SESOIL Difference Water SESOIL DifferenceBalance Database Balance Database

January 6.81 6.17 -0.6 January 3.40 6.192 2.8February 6.12 5.43 -0.7 February 0.00 5.435 5.4

March 7.06 7.03 -0.0 March 3.53 6.973 3.4April 7.95 8.88 0.9 April 8.79 8.855 0.1May 8.48 8.42 -0.1 May 13.64 8.448 -5.2June 8.74 10.2 1.5 June 11.10 10.111 -1.0July 8.31 8.93 0.6 July 9.30 8.925 -0.4

August 8.38 9.49 1.1 August 8.66 9.376 0.7September 9.19 10.66 1.5 September 9.42 10.578 1.2October 8.97 8.49 -0.5 October 8.97 8.574 -0.4November 8.76 10.07 1.3 November 8.76 10.045 1.3December 7.26 8.46 1.2 December 7.26 8.425 1.2

Total 96.03 102.23 6.2 Total 92.84 101.94 9.1

ACTUAL EVAPOTRANSPIRATION (cm) NET RECHARGE (cm)

Water SESOIL Difference Water SESOIL DifferenceBalance Database Balance Database

January 0 0.3 0.3 January 3.40 6.032 2.6February 0 0.66 0.7 February 0.00 4.876 4.9

March 0.79 2.81 2.0 March 2.74 4.129 1.4April 3.4 6.21 2.8 April 5.38 2.629 -2.8May 7.67 10.4 2.7 May 5.97 -1.831 -7.8June 11.61 12.43 0.8 June -4.62 -2.336 2.3July 9.47 13.07 3.6 July -0.18 -4.05 -3.9

August 8.51 10.45 1.9 August 0.15 -1.104 -1.3September 8.71 7.06 -1.7 September 0.36 3.394 3.0October 5.08 3.89 -1.2 October 0.97 4.72 3.8November 1.88 0.6 -1.3 November 6.88 9.233 2.3December 0 0.3 0.3 December 7.26 8.08 0.8

Total 57.12 68.18 11.1 Total 28.32 33.77 5.45

MEAN AIR TEMPERATURE (C)

AB8029I

APPENDIX L

SOIL MOISTURE DATA

0285-23-1 18002912

: \ '

Millcreek SESOIL Model Database Verification mcvalidT

SOIL MOISTURE CONDITIONS

| FIELD| (4/88

SAMPLE

SAMPLESTO 5/88)

MOISTURE(LOCATION CONTENT «>

1346789101213141617181921222324252728293132343536374041484950

AVERAGE:

65.512.18.916.910.65.29.217.67.217 Otj. y

13.490• y15.813.912.417.116.210.418.717.915.117.16.822.121.016.114.819.318.725.89.89.011.6

13.8

| SESOIL PREDICTED -Month

JanuaryFebruary

MarchAprilMayJuneJuly

AugustSeptemberOctoberNovemberDecember

Average Annual:

AREA 1(X)

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14.3

(Monthly ComparisonI(Site Average 1988| SESOIL PredictedI(Difference(VariabilityI

- May

13.813.7

0.1

I

APPENDIX M

SOILS PHYSICAL CHARACTERIZATION DATA

0285-23-1

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OOLDUROVZOINO A ASSOCIATES. INC.aCOTECHNtCAL-OeOHYDMOLOOICAL CONSULTANTS ADDCurw C.e

Erco Laboratory

1983

EnsecoJune 28, 1988

Mr. John KerwlnGoldberg-Zolno & Associates, Inc.320 Needham StreetNewton, MA 02164

Dear John:

Enclosed are the results of the analyses performed on theone sample for Project No. L-10851. This project was received under chainof custody at Enseco - Erco Laboratory on June 8, 1988, and was processedfor a three-week turnaround time. A brief description of the QualityAssurance/Quality Control and methods employed by Enseco are containedwithin the report. This letter authorizes the release of the analyticalresults and should be considered an Integral part of this report.

Please refer to this project by the Erco Laboratory IdentificationNo. 8098 to help expedite any future discussions. We will be happy toanswer any questions or concerns that you may have.

Sincerely,

Clyde* E. TresslerClient Service Representative-

Thomas R. Copeland, Ph.D.Technical DirectorEncl.

Enseco Incorporated ft D ft #1 *5 <•% -»205 AJewife Brook Parkway ** « U U C J 7 ICambridge, Massachusetts 02138

u

QUALITY ASSURANCE/QUALITY CONTROL

QUALITY ASSURANCE/QUALITY CONTROL

As an Indication of the overall quality of the data generated by Enseco - ErcoLaboratory for this report, the following controls have been provided (whenapplicable).

Reagent or analytical blanks are analyzed to assess the level of contaminationwhich exists in the analytical system. An analytical blank, analyzed with everybatch of samples, consists of reagents specific to the method. This blank iscarried through every aspect of the procedure, Including preparation, cleanup, andanalysis. Ideally, the concentration of an analyte in the blank Is below thereporting limit for that analyte. However, some common laboratory solvents andmetals are difficult to eliminate to the part-per-billion levels commonly reportedin environmental analyses. Therefore, analytical data are corrected for blankcontamination before they are reported to the client.

Laboratory control samples (LCS) are used to monitor the laboratory's day-to-day performance of routine analytical methods. An LCS consists of a standard,control matrix which is spiked with a group of target compounds representative ofthe method analytes. The LCS 1s analyzed with environmental samples to provideevidence that the laboratory is performing the method within accepted QCguidelines.

An LCS has been established for most routine analytical methods. Reagentwater is used as the control matrix for the analysis of aqueous samples. The LCScompounds are spiked Into reagent water and carried through the appropriate stepsof the analysis. As stated in SW-846 (third edition), a universal blank matrixdoes not exist for solid samples and therefore no matrix is used. The LCS forsolid samples consists of the LCS compounds spiked Into a reagent blank and carriedthrough the appropriate steps of the analysis. The data thus obtained are used toset the LCS control limits. As sufficient laboratory data become available, thecontrol limits are redefined based upon the most recent six months of LCS data.Control limits for accuracy are based on the historical average recovery of the LCSplus or minus three standard deviation units.

Surrogates are organic compounds that are similar to the analytes of Interestin chemical behavior but which are not normally found 1n environmental samples.Enseco routinely adds surrogates to samples requiring GS/MS analysis and reportsthese surrogate recoveries to the client. These surrogates are added to samples tomonitor the effect of the matrix on the accuracy of the analysis. Results arereported 1n terms of percent recovery.

«RflQ2973

ANALYTICAL RESULTS

——-——————————————————— lEnsecc

AN TICAL RESULTS

The method number provided on e. ta report sheet refers to a publicationoriginating from a regulatory or stai, .-setting organization. In general, themethods employed are those specified t. 'le U.S. Environmental Protection Agencyand other state and federal agencies. A -ases where an approved regulatory methoddoes not exist, a method developed by Ensc^ will be employed to meet the specificneeds of the client. The methods commonly employed by Enseco are based on methodsfrom the following references.

U.S. Environmental Protection Agency. 1983. Methods for chemical analysisof water and wastes. EPA-600/4-79-020. Cincinnati, OH, March.

U.S. Environmental Protection Agency. 1984. Test methods for evaluatingsolid waste, physical/chemical methods. (SW-846); Washington, D.C.April.

U.S. Environmental Protection Agency. 1986. Methods for the determinationof organic compounds in finished drinking water and raw source water.Cincinnati, OH, September.

"Guidelines Establishing Test Procedures for the Analysis of PollutantsUnder the Clean Water Act," 40 CFR, Part 136; Federal Register. Vol. 49,No. 209 (1984).

American Public Health Association, American Water Works Association, WaterPollution Control Federation. 1985. Standard methods for the examinationof water and wastewater. 16th Edition.Washington, D.C.,Aprl1.

Current EPA Contract Laboratory Program (CLP) protocols for the analysisof organic and inorganic hazardous substances including chlorinated dioxinsand furans.

S8002975 I

CLIENT: Goldberq-Zolno & Associates. Inc. INORGANIC ANALYSISSAMPLE RECEIVED: 06/08/88________________REPORT COMPLETED: 06/27/88

• RESULTS IN: meg/100 qREPORTED BY: ______CHECKED BY: ____________________ - Data Report -

CationExchange

Erco ID Client ID Capacity

8098-01 L10851 CEC 76.1 9.1

Erco Blank ND

Reportingit 0.05

Method Used: 9081

If customer has any questions regarding analysis, refer to sample In question by Its~ o XOf.

• Not detected.

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APPENDIX N

SHALLOW GROUND WATER FLOW SIMULATION

0285-23-1 A 88 029*85

Appendix N

PLASM Flow Model Simulations

Page Trenches Description Cover Type

1-2 3 Isopotential map and flow Nonelines from 3 trenches.

3-4 3 Isopotential map and flow lines Noneof 3 trenches perpendicular todirection of ground water flow.

5-6 2 Isopotential map and flow lines Nonefrom inactive third trench.

7-8 4 Isopotential map and flow lines Nonewith the addition of a fourthtrench.

9 - 1 0 5 Isopotential map and flow lines Nonewith the addition of a fifthtrench.

11 0 Isopotential map with no Topsoil/claytrenches.

81003986

THREE TRENCHES——————7»———T————————

4000 -

400 -

100100 400 700 1000 1300 1800 1900 2200 2300 2800 3100 3400 3700 4000

A80029S7

4000

3700

3400

3100

2800

2500

2200

1900

1600

noo

1000

700

400

100

T —— T —— T ~ T T —— I _^_Ic Effectiveness ofutoiinnu\ frenche

100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

AB002988

0*2.\\\ -

THREE TRENCH COLLECTION SYSTEM4000

3700 -V

3400 -

i i mi i /i i i i i i i i i k i u>T\i i i i i i i t i i100 400 700 1000 1300 1100 1900 2200 2500 2BOO 3100 3400 3700 4000

A8002989

4000

3700

3400

3100

2800

2500

2200

1900

1600

1.00

1000

700

4OO

100

Lraul ic Effectivenessveness of

i t i I .A i jQLxr .<s. i I.*, i i A i i i I i i I.*..KI t.*. t t .*.*. i iI t t I.1..

Trenchc

100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

IR002990

INACTIVE THIRD TRENCH

400 h

100100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

HIRD TRENCHttt= 14

400

100100 400 TOO 10OO 1300 1600 1900 22OO 2SOO 28OO 3100 34OO 3700 40OO

FOUR TRENCH GROUND WATER COLLECTION SYSTEM

4000 -

3700 -••

3400 -iv

3100 ••P

2800 -

400 •

100100 400 700 1000 1300 1600 1900 2200 2900 2800 3100 3400 3700 4000

A8Q02993

8

4000

3700

3400

3100

2800

2500

2200

1900

1600

noo

1000

700

400

P—T — w p...—-r —fW Yw T >-T »Flow Lunes fop 4 Trench Sys

' V I «,. '» X V-W __~~ __«.——— ——*

100

44i / /

i{ / •/ / / \ V' r SEI1 / / / / X~~VA,-S.'« ^ î I } } / / X

~ i i i I .^v i jioLxfjs i I.». i i J I I I I

400

100100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

10

flow Lines for* S Trenches Clio Cap}

400 h

100100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

88002996

ISOPOTENTIAL MAP WITH TOPSOIL/ CLAY COVER

400 -

100100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

V

<r''

APPENDIX 0

RANDOM WALK GENERATED CONTAMINANT PLUMES

0285-23-1

Appendix 0

RANDOM WALK Simulations of Contaminant Plumes

ParticlePage Traces Description Loadings Cover Type

Remedial condition:

1-5 TCE Particle traces Max. Nonefor 25 year simulation.Loading from Areas1, 3 and 4.

6 - 1 0 TCE Particle traces Avg. Nonefor 25 year simulation.Loading from Areas1, 3 and 4.

1 1 - 1 5 TCE Particle traces Avg. TopsoiI/clayfor 25 year simulation.Loading from Area1 only.

16 - 21 1,2-DCE Particle traces Avg. Nonefor 25 year simulation.Loading from Area1.

22 - 26 1,2-DCE Particle traces Max. Nonefor 25 year simulation.Loading from Area1.

27 - 31 1,2-DCE Particle traces Avg. Topsoil/clayfor 25 year simulation.Loading from Area1 only.

Non-remedial condition;

32 - 36 TCE Particle traces Max. Nonefor 25 year simulation.Loading from Areas1, 3 and 4.

37 - 41 1,2-DCE Particle traces Max. Nonefor 25 year simulation.Loading from Area1.

*8002999

Vv...

+000 f> ~ T T\" T T >~T'~"W T TVR TCE Max loadings

3700

3400

3100

2800

'500

1200

9OO

600r000

700

400

100 I I I •

100 400 TOO 1000 1300 16OO 19OO 2200 2SOO 2800 3100 34OO 37OO 4000

4000

3700

3400

3100

2800

2500

2200

1900

1600

1300

1000

700

400

100

i T Tr™T- T «TW Tw T ^110 VR TCE Max loadings

I I .*!. l l .4s l i i it t i i.4t. t t.Ti i «."WJSi t i.* -4v~«

100 4OO TOO 1000 13OO 16OO 190O 2200 2500 2800 3100 34OO 3700 4000

A800300I

3

4000 R W

3700

3400

3100

2800

2500

2200

19OO

1|

1300

1000

700

400

15 yRSwax loadings

100 l l l I ifs I srC\l fJr\ i I .T^ t i >4\ i i t f i i i.4t."fc i i.'tv i i .~v-

100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 40OO

4000

3700

3400

3100

2800

2500

2200

1900

1600

1300

1000

700

400

100

26 VR TCE Max loadingsV

.4* t l.*-t.T« t l.' .Tt—J

100 400 700 1000 1300 160O 1900 22OO 2500 28OO 3100 3400 3700 4OOO

4000

3700

3400

3100

1800

'.500

:20O

900

600

VRS\TCE sax loadings

000

700

400

f \s^ 'Pi I f I »«K i ,- M f i i o* t i A i t ti f\f\ • • • • • *TV i VTV -m ~i »T* !..__• V*T . i i «"wv • • i il I j I Jn 1?" I tOFi I J_t?Vl< i I ***fc/fffc. * I i

100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

000

700

400

100

800

500

200

9OO

600

300

000

700

400

100

p- T * W^WWYWW^Y- fW yw T w|www|

5 VR TCEAvg loadings Cno cc

t i l l .r. i ..Nl <\ r> i l .«<. t t .4\ i i i Ii i t t.4<.- i i.4» t t.—i- t i t.»w>fc—i i i

100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

ftROQ3005

•*1*'-f

i« N_- -sii- •w\frw->«-w Y '«» » >» •w*"v«'w> wv»^ >!>" "| * ~ »T

10 VR VcEavg loadings Cno

I I I I .^. l.-Oi f K I 1.- , I I .*. t I t It I t UTt.-t I IM I t>-c4 I t.-V M-M I t

ap>

lOO 400 700 100O 13OO 1600 19OO 2200 2SOO 2800 3100 3400 3700 4000

WGG30Q6

8

000

700

400

100

800

500

200

900

600

300

000

700

400

15 VR VcEavg loadings Cno c

100 I I I I .T. t .»ti\l -X* . I i.* I I .*. I t I ft I t t.-fl.«* t l.4« t I.»VT< t t.-VTfc—< I t

100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

J.RQQ3QQ7

-?•*• " w s % . \ A .

VR \CE avg loading <no c

I I I I .•*. I ••I.-*, i . oJ r K i I .«*. t t A i » i Ii i i r.-li.-i t t.4t i i>-*.4« t i.-i-4«.-< i_ iW 400 700 1000 1300 1600 1900 2200 2SOO 2800 3100 3400 3700 4000

10

000

700

400

100

800

500

200

9OO

600

.00

OOO

700

400

10O

»* Nffc i» N»W Nfc \w~i|k* WW Nfc* N**v A,* \»* I \»*W* W I

25 TCEXavg loading Cno

l i i l .^. i .V Jx -N i 1.- i i A i t t It t i t.4«.«t i i.4|fWWW |* N»"WW WW \«*W* SpW "4* V_l I v_*v_vv_^ I I

VR TtE avg loading (Topsoil/Clay Cover)

t I .^. t i .•*. i t i Ii i t i.j«..««, i i.4*100 400 700 1000 1300 1600 1900 2200 2SOO 2800 3100 3400 3700 4000

WO 030 io

12

4000

3700

3400

3100

2800

2500

2200

1900

1600

1300

1000

700

400

100

^~~Y~TT—-p.-~wyWT--W> ^>w ^. ,10 VR TCEavg loading (Topsoil/Clay Cover)

I I I t .T\ I Sf UsljF, I i ,«K t I .4\ I I I It I I lJl.-l I l,4t I l.-cJ< I I.-S.4*.—I I

100 400 700 10OO 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

)0

'Q

0

0

VRSTCE avg loading (Topsoil/ Clay Cover)

I I I I .•*. I .fOI K-tv I I .^. I I .•». I I I ll t I l.il.-H t l.4< I I.-«J< I I.-«.4<.«M

100 400 700 1000 1300 1600 1900 2200 2SOO 2800 3100 3400 3700 4000

14

4000

3700

3400

3100

2800

2500

2200

1900

1600

1300

1000

700

400

100

38 VR i:CE awff loading (Topsoil/Clay Cover)

i i i I .T. i .wvJxt; . i I .TV i i .4\ i t i L i t i.4t.- . i i.4t i i ..4t i i .-t.4t.~<100 400 TOO 1000 1300 1600 1900 220O 2SOO 2800 3100 3400 3700 4000

13

15 <rs

ft VR \CEavg loading (Topsoil/Clay Cover)

0 -

J i l l O1\ t tTî^xrJS I I OTt i < &. t t t tt 1___|__| .4t i*^ I toil t I **VM I I il VfU.1 ! I I

100 400 700 1000 1300 1600 1900 22OO 2SOO 280O 31 OO 34OO 3700 4000

16

PCE INITIAL PLUME WITH 5 TR] INCHES3700 h"

3400

3100

2800

2500

2200

1900

1600

noo

1000

700

400

100 I I I i I I I \LxT t l l l l l l l l l i l l l l l l l l l l l . 1t i i i l i i i j l i t i i t i i i100 400 700 1000 1300 1600 1900 220O 2SOO 2800 3100 3400 3700 4000

, --r—' V

4000 I- • "X i T T T T i

Avepagtt* DCE loadings 5 Vear-s3700 -

3400

28OO

2500

2200

1900

1600

1'jOO

1000

700

400

i i li.~( i i.Jt i i i Ii i > i.Ji.-t i t-Jj i i-j_li4OO 70O 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

18

4000

3700

3400

3100

2800

2500

2200

1900

1600

1'jOO

1000

700

400

100

T * T — T T — T ^ T I IAverage DCE loadings 10 Veafrs

100 400 700 1000 13OO 16OO 1900 220O 2500 2800 3100 3400 3700 4000

AR0030I7

4000

3700

l \ T T T T i l lfe loadings DCE 15 Veai's

.-VI I .^. I I .*. I I I It t I 1.4l .-L I I .*

700 -

*400 -

100100 4OO 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

20

4000

3700

3400

3100

2800

2500

2200

1900

1600

1.00

1000

700

400

100

.- —T ~TT~Slver-age•• V

loadings DCE 20 yeai

.*. i I .«f. i i .A. i r i I i i i .A .A i i .Ji i t A A t i u. Ji ->100 400 700 1000 1300 1600 1900 22OO 25OO 2800 3100 3400 3700 4000

21

loadings DCE 25 Veai700

too

,00

100

.00

00

00

00

00

00

00

" 1 1 1 I .*«. i v\Jx<rf\. i I A i i Ji j_i i l i i i .!>.«». i i.4t. i i .HWA. i i .100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

22

4000

3700

3400

3100

2800

2500

2200

1900

1600

noo

1000

700

400

100

5 VR DtE wax loadings

L+J I I.—t+J I

100 4OO 700 1000 1300 1600 19OO 2200 2SOO 2800 3100 3400 3700 4000

23 < • • '\ •• '

1 ' V i * * \»* Iv"* >•**« T "* " — fr « Sf»* *W%»1 'i* Wt N|»* >» I *—i *» W* 1

0 VRS\DCE nax loadings3700 U.

Li

3400

3100

2800

2500

2200

1900

1600

1 .00

700

400

100 I l I !.•*.100 400 700 1000 1300 1600 19OO 2200 2500 2800 3100 3400 3700 4000

24

4000

3700

3400

3100

2800

2500

2200

1900

1600

1.00

1000

700

400

100

! » »*3 3r ^ ^ * 3K I J a! ii S II a! ^ ^ 2*3I 2>3l '!J ? ^

15 VRS\DCE Max loadings

. t t i I iTI. i **"k "" K • I %".... i t A. A t i it t i t*1!1*** t t+T* l l VTa I It X1 ^ I I

100 400 700 1000 1300 16OO 19OO 2200 2500 28OO 3100 3400 3700 40OO

25

3700 —

>•"»" >••>•• » >•• *

loadings

I I .—h I I ,+\ I I t If I I l.4».—V I I.<K f l."».»t I I.«W<M.«*< t I100100 400 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

26

4000

3700

3400

3100

2800

2500

2200

1900

1600

noo

1000

700

400

100

-3?' .2l*ZI? ^^

25 VRSADCE Max loadings

« I t I ,~\ I ..>i sfj*, t i .—k t I .4v I t I ll I I l.4<>~» I UTt I IJ~t!fi I l.'n.Tt'M I I

100 400 700 1000 1300 16OO 190O 2200 2500 2800 3100 3400 3700 4000

W VR DCE avg loadings (Topsoil/Clay Cover)"F ——

100 4OO 700 1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000

28

4000

3700

3400

3100

2800

2500

2200

1900

1600

1.00

1000

700

400

100

^.rwwYwwsTY^Y"*^YV T OT w~'10 VR DCE avg loading (Topsoll/ Clay Cover)v

i i i I.-». I .T.NJ<'\'f. t I .->. i t k i t i Ii t t i.4i.-t t i.jt i i."t.4« i t.»vft.-i5Y ''**' T' "''™"™1 T ~" ~ " ™ "'l*"' ! i5 V R E(CE avg 1 o ad i n g (Topsoil/ Clay Cover)

00

.00

00

00

00

00

00 p

w30

30

I I I ! on l . .M i iv t I .~t. t i .4s i i i Ii i t i.4i.- t iA i i.-n.T< i I. VTSVM t t

100 4OO 700 1000 1300 1600 1900 220O 2500 28OO 31 OO 3400 3700 4OOO

30

4000

3700

3400

3100

2800

2500

2200

1900

1600

noo

1000

700

400

100

JKjy JBJJFWt""1"1 |

20 VR J&CEavg loadings (Topsoil/ Clay Cover)

l .^ i .'tvNLxfots i I .-+v i i .4v i i IB i t i.-n.-k i i.-h i i..100 4OO 700 1000 1300 16OO 190O 2200 2500 2800 3100 3400 37OO 4OOO

AB003029

31

T >-TW f~ t v- ^ -VR qCE avg loading (Topsoil/ Clay Cover)

DO

1OO 400 700 1000 1300 1600 1900 220O 2500 2800 3100 3400 3700 4000

&ft003830

32

4000

3700

3400

3100

2800

2500

2200

1900

1600

r.oo

1000

700

400

100

T5 VR TCE W/ MAXIMUM LOADING

ill .*-•*. I j L K I \ ,+. I I A I I I Ii I I I.Jt. .l l.4t I l.- -it I l.-4-Jt.-J I .-4.

100 400 700 1000 1300 1800 1900 2200 2500 2800 3100 3400 3700 4000

*B00303I

4000

3700

3400

3100

2800

2500

2200

19OO

1600

r.oo

1000

700

4O'J

ICO

10 VRS^CE W/ MAXIMUM LOADING

I I I JwH t .TPXJl JK I J .T> I I A. I I I 1 I I I A. , J I .4. I I .s.4. I I .Tw-k.-*. !.-<..'

100 400 700 1000 1300 1600 19OO 2200 2500 2800 3100 3400 3700 4000

34

4000

3700

3400

3100

2800

2500

2200

1900

1600

1"00

1000

700

4OO

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APPENDIX P

SLUDGE DEWATERIN6 VENDOR TEST REPORTS

0285-23-1

EIMCO - utah 84110-0300Telephone 801/526-2000Telex 38-8331

Process . 669 West Second SouthEquipment

November 3, 1988

Mr. Douglas DaleyMalcolm Pirnie3515 Abbott RoadP.O.Box 1938Buffalo, NY 14219

Re: Iron Hydroxide Sample

Dear Mr. Daley,

A sample of iron hydroxide with lime from a ground water operation wasreceived by EIMCO Technology & Development for EIMCO BDP Beitpresstesting. In addition to the Beitpress testing, data was acquired to size a Shriverpressure filter. Testing was conducted October 31 - November 1, 1988.

The Beitpress simulated was a gravity drain platform with a back-upcompression belt. The iron hydroxide and lime sludge was readily flocculated withanionic polymer Percol 727, no other polymer types were investigated. Threemedia types were tested, DA 6927, DA 6093, and DA 6318. Best dischargeperformance was achieved with the DA 6093/ media. The Beitpress test results aresummarized in Table 1.

As mentioned, Shriver pressure filter testing was also conducted. Nofloccuiation was necessary for filtering. The Shriver test results are found inTable 2.

The Shriver pressure filter produced a slightly drier cake at a solids contentof 66.7 wt% where the Beitpress cake averaged 62 wt% solids. Samples of wetcake will be sent to you so that you can see the differences in the cakes producedby the Beitpress and Shriver press and perform required analyses on the samples.

If additional information is needed, please do not hesitate to contact me at(801) 526-2079.

Very truly yours,EIMCO Process Equipment Companyr \ *—.—A , (f- Atf L £y\ v*t- \"Anne LoulSeF Jeffrey \

mm/1/20cc: Ron Klepper Kurt Wilson .

Steve Slottee Kelly Brownl/,Neil Grohmann

D. Daiey / Malcolm Pirnie / Nov. 3, 1988 / Page 2 *%

TABLE I

BELTPRESS TEST SUMMARY

ProjectedTest Results Full Scale

Feed Solids, wt% 17.5pH 8.5Polymer Percol 727Dosage, Ibs/ton D.b. 0.20-0.33 0.35Hydraulic Capacity, gpm/m 56-116 120Solids Capacity, ton/hr/m 2.8-5.8 6.0Cake Thickness, inches 3/16-5/16 3/8Cake Solids, wt% 61.2-62.6 62Filtrate Solids, wt% 0.05-0.3

TABLE 2

SHRIVER TEST SUMMARY

Chamber Thickness, inches 1.25Filtration Pressure, psig 80Filtration Time, min 30Pumping Rate, gpm/f t2 0.11Cake Solids, wt% 66.7Dry Cake Density, lbs/ft3 71.0

Co

IDURCOTHE DURIROIM OOIVIPAIMY, IIMC.F I L T R A T I O N S Y S T E M S D I V I S I O N

9542 HARDPAN ROADANGOLA. NEW YORK 14006PHONE: (716) 549-2500TELEX: 200914December 14, 1988 FAX: 17155493950

Malcolm-PirnieP.O. Box 1938Buffalo, NY 14249

Attn: Mr. Doug Daley

Re: Technical Service Report No. 1114-Y

Dear Mr. Daley:

A sample of treated groundwater runoff was submitted to theDuriron Laboratory for filtration testing. A bench scale filterpress was used to filter the material.

A total of 1 test was run on the sample. A chamberthickness of 1.25 inches, maximum feed pressure of 100 psi, andcycle time of 1.5 hours was used. No dryness test on the finalcake was performed because the cake sample was needed forcustomer analysis.

A summary of the results from testing can be found on page 2of this report. Should you have any questions regarding thetesting performed or the results obtained please don't hesitateto contact me at (716) 549-2500.

Sincerely,

THE DURIRON COMPANYFILTRATION SYSTEMS DIVISION

Melinda JablonskiChemist

MJ:ms

C.C. CPI Pump & EquipmentDan Bull

.4TE OCTOBER 25. 1988 LAB f

CLIENT MALCOLM PIRKIE RUN BY KELIN2A JA.LOHSK! SAMPLE .BMP-SIT!!)* SROUN'DHATE?fi.ti.f-

SUBJECT :inw HYDRO)! IDES:

-INE RAS DftTA

i ON STREftff TIME iHIS)

2 PRESSURE (PSIJ

3 CAKE («M)

4 INFLUENT T3S (U

5 PRE TREATMENT

6 »ET CAKE •*• DISH (5R.)

7 DISH (SR.i

S tv'ET CAKE (88.) (6-7;

9 SET CAKE (1) (81.002205)

10 WET CAKE VOLUME (CU. FT.)

I AKE DENSITY (f/CU FT! (9/10)W f _________ ______ _ ______ __ ___^12 DRY CAKE + DISK (6R.)

13 CRY CAKE (SR.) (12-7!

14 CAKE DRYNESS (Z) {1378)1100

15 SBT.100ML + BKR (SR.J

lb BEAKER (6R.)

17 WST 100WL SAHPLE IS?;.) (15-1.)

IS SP.6R. (17/100)

19 FILTRATE (L)

20 FILTRATE (SAL) (1910.2642)

21 CAKE VOL. (SAL) (.Ot7.4B>

22 I!U VOLUME (SAL) (20+21!

23 VOLUME REDXK (W 10<M2!/22tlOO>^^k _.___„__. _ ,.,„__ . .KINS fCU FT/SAL) (10/22)

TEST i

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TEST 2

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