APPENDIX L SOIL GRAIN SIZE (PHYSICAL) ANALYSIS … · x sand 19.0 y. silt x cla^ 75.4 5.4 ds5 0.0s 5s0 use 0.04 d3q &15 0.026 0.0153 uiq 0.0116 1 cc cu 1.1s 4.2 material description

APPENDIX L

SOIL GRAIN SIZE (PHYSICAL) ANALYSIS DATA

HR3Q2320

188

80

70

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DS50.0S

5s0 Use0.04

D3Q &150.026 0.0153

UIQ0.0116

1

Cc Cu1.1S 4.2

MATERIAL DESCRIPTION0 Brown SILT? Some Sand* Little Clay

Project No.: 15251.75Project: SAEGERTOWN RI - WE I 60873.10 Sample: GA--SSMW6D @ 18.0 FT

Date: 12-10-90

1

GRAIN SIZE DISTRIBUTION TEST REPORTEWIj Engineering Associates? Inc.

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PI i $35—

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MATERIAL DESCRIPTIONO Gray-Brown SILT, Little Sand & Clay, Trace Gravel

Project No.: 15251.75Project: SAEGERTOWN RI - WEI 60878.11O Sample:GA -SSMM6D @ 50.0 FT

Date: 12-18-90

EUI,GRAIN SIZE DISTRIBUTION TEST REPORTEngineering Associates? Inc.

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O Brown Fine-Coarse SAND & GRAVEL? Little Silt, Trace Clay

Project No.: 15251.75Project: SAEGERTOWN RI - WE I 68878.11O Sample: GA-SSW3D Q 18.0 FT

Date: 12-18-90GRAIN SIZE DISTRIBUTION TEST REPORT

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1 reject No.: 15251.75reject: SAEGERTOWN RI - WE I 60878.11Sample: GA-SSW3D & 44.0 FT

late: 12-18-98

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Project No.: 15251.76Project: SAEGERTOWN RI - WEI# 68878.1120500 Sample: GA-SSB3 & 4.0-6.0 FT

Date: 12-11-90

EUI,GRAIN SIZE DISTRIBUTION TEST REPORTEngineering Associates? Inc.

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Project No.: 15251.76Project: SAEGERTOWN RI - WEI# 60878.1120500 Sample: GA-SSB3 @ 8.8-18.0 FT

Date: 12-11-90

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Project No.: 15251.88Project: WEI 68878.1128500 Sample-: GA-SSB14 @ 2.8 FT

Date: 12-14-98

2>o <9- 003

GRAIN SIZE DISTRIBUTION TEST REPORTEW I f Eng i neer i ng Assoc i at es ? Inc.

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MATERIAL DESCRIPTIONo Brown Fine-Coarse GRAVEL, Some Sand, Little Silt & Clay

Project No.: 15251.88Project: WEI 60878.112858 lo.s c - so "/0 Sample: 6A-SSB14 @ 6.0 FT

Date: 12-14-90

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Project No.: 15251.88Project: ME I 60878.112050 Z.t>So-oof0 Sample: 6A-SSB12 & 4.0 FT


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MATERIAL DESCRIPTIONO Brown Fine-Coarse SAND & GRAVEL, Trace Silt S* Clay

Project No.: 15251.88Project: WE I 60878.112850 . <-, „ ,2-O.S O — QO(a0 Sample: 8A-SSB12 @ 8.6 FT

Date: 12-14-90

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Project No.: 15251.88Project: WE I 68878.112050 IjoSO-OoJ0 Sample: GA-SSB13 Gr 4.8 FT


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Project No.: 15251.88Project: WEI 68878.1128500 Sample: GA-SSB13 G 12.8 FT 3.OSO-CO*?

Date: 12-14-90

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng Assoc i a.t es ? I nc .

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Project No.: 15251.88Project: WEI 68878.112850O Sample: GA-SSB7 & 2.0 FT

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Project No.: 15251.81Project: WEI 60878.112050O Sample-: 6A-SSB9 @ 8.0 FT 3.offc?-oll


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MATERIAL DESCRIPTION0 Brown Fine-Coarse SAND, Some Gravel & Silt, Little Clay

Project No.: 15251.81Project: WEI 60878.112050O Sample: 6A-SSB15 S 4.0 FT Zogo- oi^

Date: 12-14-90

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MATERIAL D E S C R I P T I O N ! USCSo Brown Sandy SILT, Little Clay? Trace Gravel i ML

Project No.: 15251.81Project: MEI 60878.112050O Sample: GA-SSB15 @ 6.0 FT

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MATERIAL DESCRIPTION { USCSo Brown-Black Fine-Coarse GRAVEL, Sane Sand & Silt, Little Clay GM

Project No.: 15251.80 ' ? < • / <Project: WE I 60878.112050 lOBO-o0 Sample: GA-SSB4 @ 4.8 FT

Date: 12-14-90

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng Assoc i at es ? I nc .

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Project No.: 15251.80Project: WEI 60878.112059 3.of0-0i<oO Sample: SA-SSB8 @ 6.0 FT

Date: 12-14-93

EWI?GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer- i ng Assoc i at es 9 I nc .

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MATERIAL DESCRIPTIONO Gray Silty Fine-Mediu"! SANR, Some Clay, Trace Gravel

Project No.: 15251.80Project: WEI 60878.112050 1+Ofo-cl']O Sample: GA-SSBS & 12.0 FT


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Project No.: 15251.80Project: WE I 60878.112050 VOSo- c 7.O0 Sample: GA-SSBS <DUP> S 12.0 FT

Date: 12-14-93

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng Assoc i at es 9 I nc .

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MATERIAL DESCRIPTION0 Brown Fine-Coarse GRAVEL, Some Sand, Little Silt & Clay

Project No.: 15251.80Project: WEI 60878,112050 Zo&-o*.*-O Sample: GA-SSB4 @ 8.0 FT

Date: 12-14-90

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEngineering Associates? Inc.

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MATERIAL DESCRIPTIONO Gray-Brown Lean CLAY, Little

Project No.: 15251.90Project: UEI 68878.112050O Sample: GA-SSB6-2 -

Date: 12-26-90

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MATERIAL DESCRIPTIONO Gray— Brown Lean CLAY, Some Sand, Little Gravel

Project No.: 15251.98Project: WEI 60878.112050O Sample: GA-SSB6-4 O.Ojfb- DA."?


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Project No.: 15251.90Project: WEI 60878.1120500 Sample: GS-SSB7-4 2s>s&~ oy

Date: 12-26-90

EW I ,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer- i ng Assoc i s.t es 9 I nc .

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Project No.: 15251.90Project: WEI 60878.112050O Sample: GA-SSB5-4

3-06 o - Q

Date: 12-26-90

EWI?GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng AS.S.QC i a.t es y Inc.

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MATERIAL DESCRIPTION j USCS0 Brown-Black Lean CLAY, Some Sand? Little Sravel i CL

iProject No.: 15251.91Project: ME I 60878.112950O Sample: GA-SSW4D-4

ZO O- 031/


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Project No.: 15251.91Project: WEI 60878.1120500 Sample: 6A-SSW4D-34


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MATERIAL DESCRIPTIONO Brown Fine-Coarse SAND 8< GRAVEL, Trace Silt 81 Clay

Project No.: 15251.85Project: WEI 60878.110 Sample: GA-W9D G 14.8 FT tofo-o 3 Cr


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MATERIAL DESCRIPTIONQ Brown Fine-Coarse SAND & GRAVEL, Little Silt, Trace Clay

Project No.: 15251.85Project: WEI 60878.110 Sample: GA-W9D @ 46. & FT LogO-OS"}

Date: 12-12-90

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEngineering Associates, Inc.

C,j.68.4

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MATERIAL DESCRIPTIONO Brown Fine-Coarse GRAVEL, Some Sand, Little

Project No.: 15251.85Project: WEI 60878.110 Sample: GA-W5D G 16.0 FT y.

Date: 12-12-90

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Silt, Trace Clay

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Project No.: 15251.85Project: WEI 60878.11O Sample: GA-W5D G 48.8 FT ZLoSe-03'}

Date: 12-12-90

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng Assoc i s.t es , I nc .

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Brown Fine-Coarse SAND & GRAVEL, Little Silt, Trace Clay pW-SM/6W-Gfi

Project No.: 15251.77Project: ME I 60881.112051O Sample: SC-SSB2 @ 6.0 FT '2.o5hco(

Date: 12-11-90

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng Assoc i at es , I nc .

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O Gray-Brown SILT, Some Clay, Trace Sand

Project No.: 15251.77Project: WEI 60881.1120510 Sample: SC-SSB2 6 18.8 FT

Date: 12-11-90

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Project No.: 15251.83Project: WEI 60881.112051O Sample: SC-SSB16 G 4.8 FT ?LO$l-oO'3


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Project No.: 15251.83Project: WEI 60881.1120510 Sample: SC-SSB16 <DUP> @ 4.8 FT %o£\-oO^\

Date: 12-14-90

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o Brown Fine-Coarse SAND & GRAVEL, Little Silt, Trace Clay SW-SM / GW-GJ*

iProject No.: 15251.83Project: WEI 60881.112051O Sample: SC-SSB16 & 8.8 FT ^Q$\'OO^

Date: 12-14-90

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng Assoc i a.t es , I nc .


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MATERIAL DESCRIPTIONO Gray Lean CLAY» Trace Sand & Gravel

1 reject No.: 15251.85reject: WEI 60878.11Sample: SC-W2D S 18.8 FT 3*0gl-oo(,

late: 12-12-90

WI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng Assoc i at es , Inc.

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MATERIAL DESCRIPTIONO Brown Fine-Medium SAND, Little Silt, Trace Clay

Project No.: 15251.85Project: WEI 60878.110 Sample: SC-W2D @ 44.8 FT £o£i- oo7


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MATERIAL DESCRIPTIONO Brovn Fine-Coarse GRAVEL, Some Sand, Silt & Clay

Project No.: 15251.87Project: WEI 60882.1120800 Sample: SA-SSB11 @ 4.8 FT lo-So-oOl

Date: 12-14-90

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng Assoc i at es , I nc .

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O Brown Fine-Coarse GRAVEL, Some Sand , Silt & Clay

Project No.: 15251.87Project: WE I 60882.1120800 Sample: SA-SSB11 <BUP> @ 4.8

Date: 12-14-98

FT Q.01$O~ <50">L

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O Brown Fine-Coarse SAND, Some

Project No.: 15251.87Project: WEI 68882.1120880 Sample: SA-SSB11 @ 18.8 FT

Date: 12-14-98

EWI,

Gravel & Silt, Little Clay

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MATERIAL DESCRIPTION ] USCSo Brown Sandy SILT, Little Clay

Project No.: 15251.87Project: WEI 60882.1120880 Sample: SA-SSB17 @ 4.8 FT 0-00

Date: 12-14-98

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer- i ng As-soc i a.t es. y I nc .

ML

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MATERIAL DESCRIPTIONO Brown Fine-Coarse GRAVEL, Some Sand, Little Silt & Clay

Project No.: 15251.87Project: WEI 68882.1128880 Sample: SA-SSB17 0 18.8 FT ^


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MATERIAL DESCRIPTIONO Brown Fine-Coarse SAND & GRAVEL, Little Silt, Trace Clay

Project No.: 15251.82Project: ME I 60878.1120810 Sample: SM-SSB1 & 6.8 FT 2-OS|-oO\

Date: 12-14-90

EW I y

GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer i ng Assoc i at es ? Inc.

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1MATERIAL DESCRIPTION

O Brown Fine-Coarse SAND, Little Gravel, Silt & Clay

Project No.: 15251.82Project: WEI 68878.112881O Sample: SM-SSB1 @ 14.8 FT 3.0 U 1- So 9


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Project No.: 15251.89Project: WEI 68888.1128810 Sample: SM-SSW-1D-44 tOÎ'Oote

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Project No.: 15251.84Project: WEI 68879.112884O Sample: LO-SSB18 @ 4.8 FT ±o«M-c?OX


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Project No.: 15251.84Project: WEI 68879.112884O Sample: LO-SSW7D @ 18.8 FT .0 -oo2>

Date: 12-14-98

EWI,GRAIN SIZE DISTRIBUTION TEST REPORTEng i neer- i ng As-soc i at es ? Inc.

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Project No.: 15251.84Project: WEI 68879.112884O Sample: LO-SSW7D @ 26.8 FT £, -00

Date: 12-14-98

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iProject No.: 15251.92Project: WEI 60879.112084O Sample: LO-SSB4-€r-36 g '-f-cO <<=>

Date: 12-18-98GRAIN SI2E DISTRIBUTION TEST REPORT

EWI? Eng i ne-e-K- i ng Associates? Inc.


ENTERED BY: MMLCHECKED BY: jjjOAPPROVED BY:

Sheet No".

APPENDIX M

RESULTS OF IN-SITU HYDRAULIC CONDUCTIVITY TESTING

ftR3023?5

A Q T E S O L V R E S U L T S

0°'07/91 17:14:18

PROBLEM DEFINITION

P.jblem title: W1D(3) Bailer

K >wns and Constants:No. of data points............... 66Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 36.23Well screen length............... 4.7Static height of water in well... 38.2Log(Re/Rw)....................... 4.377

ESTIMATION RESULTS

Analytical method: Bouwer and Rice (unconfined aquifer slug test)

PARAMETER ESTIMATESEstimate Std. Error

K - 1.1397E-004 +/- 4.5864E-006yO = 2.5279E+000 +/- 1.2992E-002

ANALYSIS OF MODEL RESIDUALSr ndual = calculated - observedweighted residual « residual * weight

W ighted Residual Statistics:Number of residuals............... 66Number of estimated parameters.... 2Degrees of freedom................ 64Residual mean..................... 0.0005367Residual standard deviation....... 0.0828Residual variance................. 0.006855

Model Residuals:

Time Observed Calculated Residual Weight

0.0066 2.63 2.5272 0.10278 10.0099 2.71 2.5269 0.1831 10.0133 2.74 2.5266 0.21343 10.0166 2.7 2.5263 0.17375 10.02 2.67 2.5259 0.14407 1

0.0233 2.67 2.5256 0.14439 10.0266 2.67 2.5253 0.14471 10.03 2.67 2.525 0.14504 1

R3Q23760

UO

0.0333 2.67 2.5246 0.14536 10.05 2.6 2.523 0.076971 1

0.0666 2.59 2.5214 0.068572 10.0833 2.57 2.5198 0.050182 1

0.1 2.55 2.5182 0.031791 10.1166 2.54 2.5166 0.023389 10.1333 2.54 2.515 0.024995 10.15 2.52 2.5134 0.006601 1

0.1666 2.52 2.5118 0.008196 10.1833 2.52 2.5102 0.0097996 1

0.2 2.51 2.5086 0.0014022 10.2166 2.51 2.507 0.0029942 10.2333 2.49 2.5054 -0.015405 10.25 2.49 2.5038 -0.013806 1

0.2666 2.49 2.5022 -0.012217 10.2833 2.49 2.5006 -0.010619 1

0.3 2.47 2.499 -0.029023 10.3166 2.47 2.4974 -0.027437 10.3333 2.47 2.4958 -0.025842 10.4167 2.44 2.4879 -0.047895 1

0.5 2.43 2.48 -0.049982 10.5833 2.43 2.4721 -0.042095 10.6667 2.41 2.4642 -0.054223 10.75 2.39 2.4564 -0.066385 1

0.8333 2.38 2.4486 -0.068573 10.9167 2.38 2.4408 -0.060776 1

1 2.36 2.433 -0.073013 11.0833 2.35 2.4253 -0.075275 11.1667 2.35 2.4176 -0.067552 11.25 2.33 2.4099 -0.079863 1

1.3333 2.33 2.4022 -0.072199 11.4166 2.32 2.3946 -0.074559 1

1.5 2.3 2.3869 -0.086934 11.5833 2.3 2.3793 -0.079342 11.6667 2.28 2.3718 -0.091766 11.75 2.28 2.3642 -0.084222 1

1.8333 2.27 2.3567 -0.086703 11.9167 2.27 2.3492 -0.079198 1

2 2.25 2.3417 -0.091727 12.5 2.2 2.2974 -0.097376 13 2.17 2.2539 -0.083866 1

3.5 2.14 2.2112 -0.071179 14 2.09 2.1693 -0.079301 1

4.5 2.06 2.1282 -0.068216 15 2.03 2.0879 -0.057909 1

5.5 2 2.0484 -0.048366 16 1.97 2.0096 -0.039571 1

6.5 1.95 1.9715 -0.021511 17 1.92 1.9342 -0.014172 1

7.5 1.89 1.8975 -0.0075404 18 1.87 1.8616 0.0083976 1

8.5 1.84 1.8263 0.013655 19 1.82 1.7918 0.028245 1

9.5 1.79 1.7578 0.032179 110 1.78 1.7245 0.055471 112 1.68 1.5975 0.082451 114 1.6 1.4799 0.12008 116 1.52 1.3709 0.14905 1

W10(3) B a l l e r10 rrrr

K = 1.13976-004 ft I m l n

- yO = 2 . 528 ft

1 , I l l l l I l l I I l I I I I I I I l I I l I I I I I I I I I I I I I l l i l I I I I I I I I I I0. 3.2 G.I 9.6 12.a 15.

Time Cmin)

fiR302378


1/91 17:16:25

PROBLEM DEFINITION

P.oblem title: W1D(4) Bailer

K >wns and Constants:No. of data points............... 64Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 36.23Well screen length............... 4.7Static height of water in well... 38.41Log(Re/Rw)....................... 4.38

ESTIMATION RESULTS


PARAMETER ESTIMATESEstimate Std. Error1.5127E-004 +/- 6.4750E-0053.1525E+000 +/- 1.8756E-001

ANALYSIS OF MODEL RESIDUALS

r ;idual = calculated - observedweighted residual » residual * weight

W ighted Residual Statistics:Number of residuals............... 64Number of estimated parameters.... 2Degrees of freedom................ 62Residual mean..................... 0.001655Residual standard deviation....... 1.16Residual variance................. 1.345

Model Residuals:


0.0066 12 3.1515 8.8485 10.0099 2.01 3.1509 -1.1409 10.0133 4.25 3.1504 1.0996 1 AR3Q23790.0166 2.94 3.1499 -0.20988 1

0.02 3.09 3.1493 -0.059335 10.0233 3.14 3.1488 -0.0088078 10.0266 3.09 3.1483 -0.058281 1

0.03 3.06 3.1477 -0.087738 1

0.0333 3.060.05 3.01

0.0666 30.0833 2.97

0.1 2.950.1166 2.950.1333 2.94

0.15 2.920.1666 2.90.1833 2.9

0.2 2.890.2166 2.890.2333 2.87

0.25 2.870.2666 2.860.2833 2.86

0.3 2.860.3166 2.860.3333 2.860.4167 2.82

0.5 2.810.5833 2.790.6667 2.78

0.75 2.760.8333 2.760.9167 2.74

1 2.731.0833 2.731.1667 2.71

1.25 2.71.3333 2.71.4166 2.68

1.5 2.681.5833 2.671.6667 2.67

1.75 2.651.8333 2.651.9167 2.63

2 2.632.5 2.573 2.54

3.5 2.494 2.46

4.5 2.435 2.39

5.5 2.366 2.33

6.5 2.37 2.28

7.5 2.258 2.24

8.5 2.29 2.19

9.5 2.1610 2.1412 2.05

3.14723.14453.14193.13923.13663.13393.13133.12863.1263.12343.12073.11813.11543.11283.11023.10763.10493.10233.09973.08663.07363.06063.04773.03493.02213.00932.99662.9842.97142.95882.94642.93392.92162.90922.8972.88472.87262.86052.84842.77712.70752.63972.57362.50922.44632.3852.32532.26712.21032.1552.1012.04841.99711.94711.89831.7152

-0.087211-0.13455-0.1419-0.16924-0.18658-0.18394-0.19129-0.20864-0.226

-0.22336-0.23071-0.22808-0.24544-0.24281-0.25019-0.24755-0.24492-0.24231-0.23968-0.2666-0.26358-0.27062-0.2677-0.27485-0.26205-0.2693-0.26661-0.25397-0.26138-0.25885-0.24637-0.25395-0.24156-0.23924-0.22696-0.23475-0.22258-0.23046-0.2184-0.20706-0.16752-0.14971-0.1136

-0.079151-0.056313-0.0250490.00468080.0329150.069690.0950440.139010.151630.192930.212940.24170.33484

111111111111111111111111111111111111111111111111111111

UR3Q2380

WtDCt) Ba I ler

* 10.

K = 1 . S 127E-004 f t / m l n

yO = 3.153 ft

12.

R30.238I


OV07/91 17:18:52

PROBLEM DEFINITION

F.oblem title: W2D Pressure Test

K awns and Constants:No. of data points............... 62Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 33.1Well screen length............... 4.6Static height of water in well... 30.54Log(Re/Rw)....................... 3.646

ESTIMATION RESULTS


PARAMETER ESTIMATES

Estimate Std. ErrorK - 5.8652E-003 +/- 1.2151E-004yO - 1.1507E+001 +/- 9.1695E-002


r sidual = calculated - observedWeighted residual = residual * weight

I ighted Residual Statistics:Number of residuals............... 62Number of estimated parameters.... 2Degrees of freedom................ 60Residual mean..................... 0.1516Residual standard deviation....... 0.2777Residual variance................. 0.0771

Model Residuals:


0.0099 11.9 11.247 0.65343 10.0133 11.53 11.158 0.37152 10.0166 11.31 11.074 0.23636 10.02 11.17 10.987 0.18309 I

0.0233 11.01 10.903 0.10663 j0.0266 10.88 10.82 0.059524 10.03 10.75 10.736 0.014275 1

0.0333 10.71 10.654 0.055899 1

0.05 10.15 10.25 -0.10046 10.0666 9.67 9.8644 -0.19438 10.0833 9.31 9.4907 -0.18066 1

0.1 8.93 9.1311 -0.20109 10.1166 8.58 8.7872 -0.20718 10.1333 8.24 8.4543 -0.21427 10.15 7.91 8.134 -0.22397 1

0.1666 7.62 7.8276 -0.20761 10.1833 7.34 7.531 -0.19105 1

0.2 7.07 7.2457 -0.17573 10.2166 6.81 6.9728 -0.16282 10.2333 6.56 6.7086 -0.14865 10.25 6.32 6.4545 -0.13448 1

0.2666 6.1 6.2114 -0.11138 10.2833 5.88 5.9761 -0.096056 1

0.3 5.65 5.7496 -0.099645 10.3166 5.46 5.5331 -0.073091 10.3333 5.27 5.3235 -0.053463 10.4167 4.4 4.3896 0.010384 1

0.5 3.67 3.6204 0.049577 10.5833 3.08 2.986 0.093985 10.6667 2.57 2.4622 0.10779 10.75 2.17 2.0308 0.13925 1

0.8333 1.85 1.6749 0.1751 10.9167 1.57 1.3811 0.18891 1

1 1.35 1.1391 0.21092 11.0833 1.17 0.93948 0.23052 11.1667 1.01 0.77468 0.23532 11.25 0.89 0.63893 0.25107 1

1.3333 0.79 0.52697 0.26303 11.4166 0.71 0.43463 0.27537 1

1.5 0.65 0.35839 0.29161 11.5833 0.58 0.29559 0.28441 11.6667 0.54 0.24373 0.29627 11.75 0.5 0.20102 0.29898 1

1.8333 0.49 0.1658 0.3242 11.9167 0.46 0.13671 0.32329 1

2 0.44 0.11276 0.32724 12.5 0.38 0.035477 0.34452 13 0.36 0.011162 0.34884 1

3.5 0.36 0.0035118 0.35649 14 0.36 0.0011049 0.3589 1

4.5 0.38 0.00034764 0.37965 15 0.38 0.00010938 0.37989 1

5.5 0.38 3.4412E-005 0.37997 16 0.38 1.0827E-005 0.37999 1

6.5 0.38 3.4065E-006 0.38 17 0.39 1.0718E-006 0.39 1

7.5 0.39 3.3721E-007 0.39 18 0.39 1.0609E-007 0.39 1

8.5 0.41 3.338E-008 0.41 19 0.41 1.0502E-008 0.41 1

9.5 0.41 3.3043E-009 0.41 110 0.41 1.0396E-009 0.41 1

R302383

W2D Pr»ssur» T«st100

K * Q.005865 I l l m l n

yO * 11 . 5 1 ft

a o a n a o a a ° a a

o.i U I I t I I t I I l I I 1 I M t I I I I t I I I I I I I I M I t 1 I I I 1 t I I 1 1 I t I

o. a.\ •<. s. e. 10.Tima (mtn)


/91 17:21:59

PROBLEM DEFINITION

Problem title: W2D(2)-Bailer

K )wns and Constants:No. of data points............... 36Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 33.1Well screen length............... 4.6Static height of water in well... 30.52Log(Re/Rw)....................... 3.644

ESTIMATION RESULTS



= 2.8078E-002 +/- 2.3093E-003yO = 2.8065E+000 +/- 1.0780E-001


r sidual = calculated - observedweighted residual - residual * weight

V ighted Residual Statistics:Number of residuals............... 35Number of estimated parameters.... 2Degrees of freedom................ 33Residual mean..................... 0.01894Residual standard deviation....... 0.2079Residual variance................. 0.04323

Model Residuals:


0.0066 3.6 2.6087 0.99131 10.0099 2.71 2.5151 0.19494 10.0133 2.22 2.4221 -0.20212 10.0166 2.06 2.3352 -0.27519 1

0.02 2.03 2.2489 -0.21889 10.0233 1.97 2.1682 -0.19818 10.0266 1.89 2.0904 -0.20037 1

0.03 1.81 2.0131 -0.20312 1

UJ z0.0333 1.76 1.9409 -0.18087 10.05 1.51 1.6131 -0.10314 1

0.0666 1.3 1.3422 -0.042232 10.0833 1.12 1.1156 0.0044163 1

0.1 0.97 0.92721 0.042793 10.1166 0.84 0.77149 0.068506 10.1333 0.73 0.64122 0.08878 10.15 0.63 0.53294 0.097056 1

0.1666 0.54 0.44344 0.096557 10.1833 0.46 0.36856 0.091437 1

0.2 0.39 0.30633 0.083672 10.2166 0.33 0.25488 0.075116 10.2333 0.28 0.21184 0.068156 10.25 0.25 0.17607 0.073928 1

0.2666 0.2 0.1465 0.053497 10.2833 0.17 0.12176 0.048235 1

0.3 0.15 0.1012 0.048796 10.3166 0.12 0.084208 0.035792 10.3333 0.11 0.069989 0.040011 10.4167 0.04 0.02779 0.01221 1

0.5 0.03 0.011046 0.018954 10.5833 0.01 0.0043909 0.0056091 10.6667 0.01 0.0017434 0.0082566 10.75 0.01 0.00069301 0.009307 1

0.8333 0.01 0.00027547 0.0097245 10.9167 0.01 0.00010938 0.0098906 1

1 0.01 4.3478E-005 0.0099565 1

flR302386

»30C23-i»lI.I10. L i m i n i i i M i i i M i i n m i i m i m i i m ijTrnTrni|iiiTTrrrr|nil run p

< * 0.02101 ft/nun

yO . 2.107 rt

RR302387


0~ '07/91 17:25:25

PROBLEM DEFINITION

P.oblem title: W3D(1) Bailer

K )wns and Constants:No. of data points............... 64Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 39.3Well screen length............... 4.7Static height of water in well... 35.88Log(Re/Rw)....................... 3.688

ESTIMATION RESULTS



K = 2.7237E-002 +/- 1.3227E-003yO = 3.9139E+000 +/- 8.3413E-002


r sidual - calculated - observedweighted residual = residual * weight

V ighted Residual Statistics:Number of residuals............... 64Number of estimated parameters.... 2Degrees of freedom................ 62Residual mean..................... 0.08117Residual standard deviation....... 0.1796Residual variance................. 0.03227

Model Residuals:


0.0033 4.75 3.7762 0.97375 10.0066 3.78 3.6435 0.13652 10.0099 3.41 3.5154 -0.10538 l0.0133 3.22 3.3881 -0.16811 i0.0166 3.08 3.269 -0.18899 1

0.02 2.97 3.1506 -0.18064 10.0233 2.86 3.0399 -0.17987 10.0266 2.76 2.933 -0.17299 1

UJ£ DID

0.03 2.67 2.8268 -0.1568 10.0333 2.57 2.7274 -0.15742 1

0.05 2.17 2.2756 -0.10557 10.0666 1.82 1.9006 -0.080637 10.0833 1.52 1.5858 -0.065759 1

0.1 1.28 1.323 -0.043048 10.1166 1.08 1.1051 -0.025057 10.1333 0.92 0.92198 -0.001983 1

0.15 0.79 0.76924 0.020761 10.1666 0.71 0.6425 0.067504 10.1833 0.63 0.53605 0.093946 1

0.2 0.57 0.44725 0.12275 10.2166 0.5 0.37356 0.12644 10.2333 0.46 0.31167 0.14833 1

0.25 0.42 0.26004 0.15996 10.2666 0.39 0.21719 0.17281 10.2833 0.38 0.18121 0.19879 1

0.3 0.34 0.15119 0.18881 10.3166 0.33 0.12628 0.20372 10.3333 0.31 0.10536 0.20464 10.4167 0.25 0.042641 0.20736 1

0.5 0.22 0.017277 0.20272 10.5833 0.2 0.0069999 0.193 10.6667 0.19 0.0028331 0.18717 1

0.75 0.17 0.0011479 0.16885 10.8333 0.15 0.00046507 0.14953 10.9167 0.15 0.00018823 0.14981 1

1 0.14 7.6264E-005 0.13992 11.0833 0.14 3.0899E-005 0.13997 11.1667 0.14 1.2506E-005 0.13999 1

1.25 0.12 5.0669E-006 0.11999 11.3333 0.12 2.053E-006 0.12 11.4166 0.12 8.3179E-007 0.12 1

1.5 0.12 3.3665E-007 0.12 11.5833 0.12 1.364E-007 0.12 11.6667 0.11 5.5204E-008 0.11 1

1.75 0.11 2.2367E-008 0.11 11.8333 0.11 9.0622E-009 0.11 11.9167 0.11 3.6677E-009 0.11 1

2 0.11 1.486E-009 0.11 12.5 0.09 6.5597E-012 0.09 13 0.09 2.8956E-014 0.09 1

3.5 0.09 1.2782E-016 0.09 14 0.07 5.6423E-019 0.07 1

4.5 0.07 2.4906E-021 0.07 15 0.07 1.0994E-023 0.07 1

5.5 0.07 4.8532E-026 0.07 16 0.07 2.1423E-028 0.07 1

6.5 0.07 9.4567E-031 0.07 17 0.07 4.1744E-033 0.07 -. J-l

7.5 0.07 1.8427E-035 0.07 _ " ^ 18 0.07 8.1341E-038 0.07 1

8.5 0.07 3.5906E-040 0.07 19 0.07 1.585E-042 0.07 1

9.5 0.07 6.9964E-045 0.07 110 0.07 3.0884E-047 0.07 1

w3o(i)

C * 0,02724 M/mln

yd - 3. 3H ft

a n no o a a a o a o a o o a

1,6-002 LUa 2, 4 ITun. Cmln}

AR302390


7/91 17:27:28

PROBLEM DEFINITION

F.oblem title: W3D(2) Pressure

K awns and Constants:No. of data points............... 46Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 39.3Well screen length............... 4.7Static height of water in well... 35.86Log(Re/Rw)....................... 3.687

ESTIMATION RESULTS


PARAMETER ESTIMATES

Estimate Std. Error= 1.4308E-002 +/- 1.8083E-004

yO = 8.2378E+000 +/- 5.1688E-002

ANALYSIS OF MODEL RESIDUALSr sidual - calculated - observedweighted residual = residual * weightV ighted Residual Statistics:

Number of residuals............... 46Number of estimated parameters.... 2Degrees of freedom................ 44Residual mean..................... 0.01681Residual standard deviation....... 0.1112Residual variance................. 0.01236

Model Residuals:

Time Observed Calculated Residual Weight0.0133 8.16 7.6364 0.52358 10.0166 7.67 7.4941 0.17586 1

0.02 7.42 7.3503 0.069677 1 IR30P390.0233 7.18 7.2134 -0.033374 10.0266 7 7.079 -0.078977 1

0.03 6.81 6.9431 -0.13313 10.0333 6.67 6.8138 -0.14376 1

0.05 5.99 6.1952 -0.20516 1

UJ3 D0.0666 5.45 5.6359 -0.18592 10.0833 4.97 5.1242 -0.15425 1

0.1 4.52 4.659 -0.13903 10.1166 4.16 4.2385 -0.078461 10.1333 3.81 3.8537 -0.04366 10.15 3.49 3.5038 -0.013794 1

0.1666 3.19 3.1875 0.0024919 10.1833 2.92 2.8981 0.021879 1

0.2 2.68 2.635 0.044993 10.2166 2.44 2.3971 0.042854 10.2333 2.24 2.1795 0.060486 10.25 2.05 1.9816 0.06836 1

0.2666 1.87 1.8028 0.067241 10.2833 1.71 1.6391 0.07091 1

0.3 1.57 1.4903 0.07972 10.3166 1.43 1.3558 0.074247 10.3333 1.3 1.2327 0.067333 10.4167 0.81 0.76634 0.043664 1

0.5 0.52 0.47669 0.043305 10.5833 0.33 0.29653 0.033475 10.6667 0.22 0.18435 0.035653 10.75 0.15 0.11467 0.035328 1

0.8333 0.12 0.071331 0.048669 10.9167 0.09 0.044346 0.045654 1

1 0.07 0.027585 0.042415 11.0833 0.06 0.017159 0.042841 11.1667 0.04 0.010668 0.029332 11.25 0.04 0.0066357 0.033364 1

1.3333 0.04 0.0041277 0.035872 11.4166 0.03 0.0025676 0.027432 1

1.5 0.03 0.0015963 0.028404 11.5833 0.03 0.00099294 0.029007 11.6667 0.01 0.0006173 0.0093827 1

1.75 0.01 0.00038399 0.009616 11.8333 0.01 0.00023886 0.0097611 11.9167 0.01 0.0001485 0.0098515 1

2 0.01 9.2371E-005 0.0099076 12.5 0.01 5.3452E-006 0.0099947 1

R3Q2392

W30(2) Prassur*10.

o1a

" I " " " ' " I " " ' " " I " " "

0.1 —

1.E-002 I I I I I I I I I I I I M I I I I I ftJ I I I I I I Id fay A fal ' I I I I I.Id0. O.S 1.2 1.8 2.4 3.

T i m« { m i n )


r/11/91 12:56:58

PROBLEM DEFINITION

F.oblem title: W4D(2) Pressure

k owns and Constants:No. of data points............... 28Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 34.9Well screen length............... 4.7Static height of water in well... 34.43Log(Re/Rw)....................... 3.932

ESTIMATION RESULTS



K - 2.9040E-003 +/- 2.8777E-005yO = 7.9095E+000 +/- 1.2428E-002


r sidual = calculated - observedWeighted residual - residual * weight\ ighted Residual Statistics:


Model Residuals:


0.0033 7.83 7.8813 -0.051284 10.0066 7.88 7.8531 0.026878 10.0099 7.91 7.8251 0.084938 10.0133 7.86 7.7963 0.063745 10.0166 7.81 7.7684 0.041602 1

0.02 7.77 7.7398 0.0302 10.0233 7.74 7.7121 0.027856 10.0266 7.7 7.6846 0.015413 1

0.03 7.66 7.6563 0.0037025 10.0333 7.62 7.6289 -0.0089399 1

0.05 7.46 7.492 -0.031986 10.0666 7.31 7.3583 -0.048289 10.0833 7.18 7.2262 -0.046193 1

0.1 7.05 7.0965 -0.046469 10.1166 6.92 6.9698 -0.04983 10.1333 6.8 6.8447 -0.044708 1

0.15 6.67 6.7218 -0.051833 10.1666 6.57 6.6019 -0.031879 10.1833 6.46 6.4834 -0.023363 1

0.2 6.35 6.367 -0.016974 10.2166 6.24 6.2534 -0.013353 10.2333 6.15 6.1411 0.0089068 1

0.25 6.03 6.0308 -0.00084881 10.2666 5.94 5.9232 0.016774 10.2833 5.84 5.8169 0.023107 1

0.3 5.75 5.7125 0.037532 10.3166 5.65 5.6105 0.039473 10.3333 5.56 5.5098 0.050192 1

ftR302395

W40(2) Pressure10 i i i i i i l i l | l i i i i i i i i i i i t i l l l l l i t i i i i i i i i t i i i i i i i i

K = 0.002904 ft/mm

7.91 ft

I I I I l l l l i I i l l i l i l l i I l l i i i l l l l I l l l l l l l l l I l l l l l i l l l0. 0.2 0.4 0.6 0.8

TI ma C mIn)

BR302396

ft A Q T E S O L V R E S U L T S

1/91 13:55:49

PROBLEM DEFINITION

Problem title: W4D(1) BAILER

K owns and Constants:No. of data points............... 62Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 34.9Well screen length............... 4.7Static height of water in well... 34.43Log(Re/Rw)....................... 3.932

ESTIMATION RESULTS


PARAMETER ESTIMATES

Estimate Std. ErrorK = 3.3957E-003 +/- 7.6334E-005yO - 3.9130E+000 +/- 3.1283E-002


r sidual = calculated - observedweighted residual = residual * weightI ighted Residual Statistics:


M«de1 Residuals:Time Observed Calculated Residual Weight

0.0099 4.37 3.8641 0.50588 10.0133 3.92 3.8475 0.072504 10.0166 3.94 3.8314 0.10857 . 1

0.02 3.9 3.8149 0.085061 10.0233 3.87 3.799 0.070996 10.0266 3.83 3.7831 0.046864 1

0.03 3.78 3.7669 0.013143 10.0333 3.79 3.7511 0.038877 1

0.05 3.65 3.6725 -0.022503 10.0666 3.56 3.596 -0.035987 10.0833 3.48 3.5206 -0.040619 1

0.1 3.41 3.4468 -0.03683 10.1166 3.3 3.375 -0.075016 10.1333 3.22 3.3043 -0.084279 1

0.15 3.14 3.235 -0.095025 10.1666 3.08 3.1676 -0.087624 10.1833 3.01 3.1012 -0.091233 1

0.2 2.95 3.0362 -0.086235 10.2166 2.89 2.973 -0.082975 10.2333 2.82 2.9107 -0.090665 1

0.25 2.78 2.8497 -0.06966 10.2666 2.71 2.7903 -0.080288 10.2833 2.65 2.7318 -0.081806 1

0.3 2.6 2.6746 -0.07455 10.3166 2.55 2.6188 -0.068826 10.3333 2.51 2.5639 -0.053938 10.4167 2.25 2.3066 -0.056572 1

0.5 2.03 2.0753 -0.045303 10.5833 1.84 1.8672 -0.027223 10.6667 1.66 1.6798 -0.019792 1

0.75 1.5 1.5114 -0.011368 10.8333 1.36 1.3598 0.00016966 10.9167 1.23 1.2233 0.0066684 1

1 1.12 1.1007 0.019326 11.0833 1.03 0.99031 0.039685 11.1667 0.93 0.89091 0.039092 1

1.25 0.85 0.80158 0.048419 11.3333 0.77 0.72121 0.04879 11.4166 0.71 0.6489 0.061102 1

1.5 0.66 0.58376 0.076238 11.5833 0.6 0.52523 0.074769 11.6667 0.55 0.47251 0.077491 1

1.75 0.52 0.42513 0.094867 11.8333 0.47 0.38251 0.087493 11.9167 0.44 0.34411 0.095889 1

2 0.42 0.30961 0.11039 12.5 0.3 0.16421 0.13579 13 0.23 0.08709 0.14291 1

3.5 0.19 0.04619 0.14381 14 0.17 0.024497 0.1455 1

4.5 0.15 0.012993 0.13701 15 0.15 0.0068909 0.14311 1

5.5 0.15 0.0036547 0.14635 16 0.14 0.0019383 0.13806 1

6.5 0.14 0.001028 0.13897 17 0.14 0.00054524 0.13945 1

7.5 0.14 0.00028918 0.13971 18 0.14 0.00015337 0.13985 1

8.5 0.14 8.1342E-005 0.13992

AR302398

W4DC1) BAILER10. iii r r r r i r j i i rnrr i i i i i i i i ii i i i r i M i i i i f i i M r i i i i r r

C = 0 ,003395 ft/mm

- yO = 3.913 ft

0 . 1

OD

a a o

I I I I I I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

2. \<T 6^ 8^ 10.T i me (m i n )'

AR302399


1/91 10:52:35

PROBLEM DEFINITION

Problem title: W5D(2) Pressure

l< owns and Constants:No. of data points............... 42Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 41.7Well screen length............... 4.7Static height of water in well... 36.89Log(Re/Rw)....................... 3.658

ESTIMATION RESULTS


PARAMETER ESTIMATES


yO = 1.1543E+001 +/- 1.0943E-001


i sidual - calculated - observedweighted residual - residual * weight1 ighted Residual Statistics:


Residuals:


0.0133 7.6 7.816 -0.21596 10.0166 7.14 7.0952 0.044835 10.02 6.55 6.422 0.12801 1

0.0233 5.93 5.8297 0.10025 10.0266 5.34 5.2921 0.047878 10.03 4.82 4.79 0.029986 1

0.0333 4.34 4.3483 -0.0082747 10.05 2.59 2.6648 -0.074842 1

0.0666 1.56 1.6379 -0.077945 10.0833 0.94 1.0038 -0.063815 1

0.1 0.57 0.61519 -0.045188 10.1166 0.37 0.37813 -0.0081255 10.1333 0.25 0.23173 0.018266 10.15 0.19 0.14202 0.047981 1

0.1666 0.14 0.087292 0.052708 10.1833 0.11 0.053497 0.056503 1

0.2 0.1 0.032785 0.067215 10.2166 0.1 0.020152 0.079848 10.2333 0.08 0.01235 0.06765 10.25 0.06 0.0075687 0.052431 1

0.2666 0.06 0.0046521 0.055348 10.2833 0.05 0.002851 0.047149 1

0.3 0.05 0.0017473 0.048253 10.3166 0.05 0.0010739 0.048926 10.3333 0.05 0.00065817 0.049342 10.4167 0.03 5.7067E-005 0.029943 1

0.5 0.02 4.9625E-006 0.019995 10.5833 0.02 4.3154E-007 0.02 10.6667 0.02 3.7417E-008 0.02 10.75 0.02 3.2538E-009 0.02 1

0.8333 0.02 2.8295E-010 0.02 10.9167 0.02 2.4533E-011 0.02 1

1 0.02 2.1334E-012 0.02 11.0833 0.02 1.8552E-013 0.02 1

ftR

W50CZ) Pressure

' t" " " " ' 1 " " " " ' 1 " " ' " " 1 " " ' " " 1 " " " " -If K « 0.07301 ft/mm ~

^ yO = 11 .54 f t

1 -

1 .

C

01a

Q. 1

1 .E-0020

-!

I 1:r :-la

iii i i i 1 1 i i I i i 1 1 i i i i 1 1 i i i i i 1 1 i i I i i i i i i i i i I i i i 1 1 i i i i

I

.1 1.4 2.8 4.2 5.S 7.I Time (min)

AR302UG2


C"/ll/91 10:54:49

PROBLEM DEFINITION

Problem title: W6D(1) Bailer

!• owns and Constants:No. of data points............... 66Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 39Well screen length............... 4.7Static height of water in well... 37.5Log(Re/Rw)....................... 3.812

ESTIMATION RESULTS



K - 2.1957E-004 +/- 1.5154E-005yO = 4.0499E+000 +/- 6.0669E-002


} sidual = calculated - observedweighted residual « residual * weightI ighted Residual Statistics:

Number of residuals............... 66 'Number of estimated parameters.... 2Degrees of freedom................ 64Residual mean..................... 0.003849Residual standard deviation....... 0.3612Residual variance................. 0.1305

Model Residuals:


0.0133 6.59 4.0453 2.5447 10.0166 3.01 4.0442 -1.0342 10.02 4.72 4.043 0.67697 1

0.0233 3.94 4.0419 -0.1019 1 >0.0266 4.18 4.0408 0.13922 10.03 4.14 4.0396 0.10039 1

0.0333 4.08 4.0385 0.041515 10.05 4.05 4.0328 0.017217 1

A R 30-2 i* 03

ft

COfobO)0.0666 4.03 4.0271 0.0028765 10.0833 4.03 4.0214 0.0085624 1

0.1 4 4.0158 -0.01576 10.1166 3.98 4.0101 -0.030124 10.1333 3.98 4.0045 -0.024462 1

0.15 3.97 3.9988 -0.028808 10.1666 3.95 3.9932 -0.043196 10.1833 3.94 3.9876 -0.047558 1

0.2 3.92 3.9819 -0.061928 10.2166 3.92 3.9763 -0.056339 10.2333 3.9 3.9707 -0.070725 1

0.25 3.9 3.9651 -0.065119 10.2666 3.89 3.9596 -0.069554 10.2833 3.89 3.954 -0.063964 1

0.3 3.89 3.9484 -0.058381 10.3166 3.87 3.9428 -0.07284 10.3333 3.87 3.9373 -0.067273 10.4167 3.83 3.9096 -0.079589 1

0.5 3.79 3.8821 -0.092133 10.5833 3.76 3.8549 -0.09487 10.6667 3.75 3.8278 -0.077765 1

0.75 3.71 3.8009 -0.090884 10.8333 3.68 3.7742 -0.094191 10.9167 3.67 3.7477 -0.077654 1

1 3.63 3.7213 -0.091335 11.0833 3.6 3.6952 -0.095201 11.1667 3.59 3.6692 -0.079219 1

1.25 3.56 3.6435 -0.083451 11.3333 3.52 3.6179 -0.097864 11.4166 3.51 3.5925 -0.082457 1

1.5 3.48 3.5672 -0.087197 11.5833 3.46 3.5421 -0.082146 11.6667 3.43 3.5172 -0.08724 1

1.75 3.41 3.4925 -0.08254 11.8333 3.38 3.468 -0.088012 11.9167 3.36 3.4436 -0.083628 1

2 3.33 3.4194 -0.089444 12.5 3.21 3.2778 -0.067811 13 3.08 3.142 -0.062044 1

3.5 2.95 3.0119 -0.0619 14 2.82 2.8871 -0.067148 1

4.5 "2.73 2.7676 -0.037562 15 2.62 2.6529 -0.03293 1

5.5 2.52 2.543 -0.023045 16 2.41 2.4377 -0.027712 1

6.5 2.32 2.3367 -0.016742 17 2.24 2.24 4.558E-005 1

7.5 2.14 2.1472 -0.0071755 18 2.08 2.0582 0.02176 1

8.5 2 1.973 0.027013 19 1.92 1.8913 0.028734 1

9.5 1.85 1.8129 0.03707 110 1.79 1.7378 0.052162 112 1.54 1.4673 0.072687 114 1.33 1.2389 0.0911 116 1.17 1.046 0.12396 118 1.03 0.88321 0.14679 120 0.92 0.74572 0.17428 1

W60C1) B a l l e r10 . i i i i i i i i I i i i i i r i i i i i i i i r [ [ i i i i i i i i i i i i t i i i i i r i r

<T < = 2. 1957E-Q04 ft/mm

- yO = 4,05 ft

0. 1 I I I I I I I I I I I I I I I I I I I I I I I I M I I I I I I I I I I I I I I I I I I I II I I0. A. 8. 12. 15. 2.0.

Time (mi n)


1/91 10:57:08

PROBLEM DEFINITION


i< owns and Constants:No. of data points............... 65Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 39Well screen length............... 4.7Static height of water in well... 37.5Log(Re/Rw)....................... 3.812

ESTIMATION RESULTS


PARAMETER ESTIMATES


yO = 3.8749E+000 +/- 4.0843E-002


) sidual = calculated - observedweighted residual = residual * weight

I ighted Residual Statistics:Number of residuals............... 63Number of estimated parameters.... 2Degrees of freedom................ 61Residual mean..................... 0.00511Residual standard deviation....... 0.2351Residual variance................. 0.05527

M^del Residuals:


0.0133 4.19 3.8696 0.32044 10.0166 5.11 3.8682 1.2418 10.02 3.54 3.8668 -0.32685 1

0.0233 4.54 3.8655 0.67448 10.0266 3.94 3.8642 0.075816 10.03 4.22 3.8628 0.35719 1

0.0333 4.06 3.8615 0.19852 10.05 4.06 3.8547 0.20525 1

0.0666 4.02 3.8481 0.17193 10.0833 3.98 3.8414 0.13864 1

0.1 3.94 3.8347 0.10534 10.1166 3.9 3.828 0.071981 10.1333 3.87 3.8213 0.048654 10.15 3.86 3.8147 0.045316 1

0.1666 3.83 3.8081 0.021926 10.1833 3.81 3.8014 0.0085645 1

0.2 3.79 3.7948 -0.0048085 10.2166 3.76 3.7882 -0.028233 10.2333 3.75 3.7816 -0.031629 10.25 3.73 3.775 -0.045036 1

0.2666 3.71 3.7685 -0.058495 10.2833 3.7 3.7619 -0.061925 1

0.3 3.68 3.7554 -0.075367 10.3166 3.67 3.7489 -0.07886 10.3333 3.65 3.7423 -0.092325 10.4167 3.59 3.7099 -0.11986 1

0.5 3.52 3.6777 -0.15771 10.5833 3.48 3.6458 -0.16584 10.6667 3.43 3.6142 -0.18421 10.75 3.4 3.5829 -0.18289 1

0.8333 3.36 3.5518 -0.19185 10.9167 3.33 3.521 -0.19103 1

1 3.3 3.4905 -0.19052 11.0833 3.27 3.4603 -0.19027 11.1667 3.24 3.4303 -0.19025 11.25 3.21 3.4005 -0.19053 1

1.3333 3.19 3.3711 -0.18106 11.4166 3.16 3.3419 -0.18185 1

1.5 3.13 3.3129 -0.18286 11.5833 3.11 3.2842 -0.17415 11.6667 3.08 3.2557 -0.17566 1

1.75 3.06 3.2274 -0.16745 11.8333 3.03 3.1995 -0.16948 11.9167 3.01 3.1717 -0.16172 1

2 2.98 3.1442 -0.16424 12.5 2.86 2.9842 -0.1242 13 2.73 2.8323 -0.10231 1

3.5 2.6 2.6882 -0.088153 14 2.51 2.5513 -0.041331 1

4.5 2.39 2.4215 -0.03U72 15 2.3 2.2982 0.0017767 1

5.5 2.2 2.1812 0.018752 16 2.11 2.0702 0.039774 1

6.5 2.03 1.9649 0.065145 17 1.93 1.8648 0.065153 1

7.5 1.85 1.7699 0.080071 18 1.79 1.6798 0.11016 1

8.5 1.71 1.5943 0.11566 19 1.65 1.5132 0.13681 1

9.5 1.58 1.4362 0.14383 110 1.52 1.3631 0.15693 112 1.3 1.106 0.19396 114 1.11 0.8*747 0.21253 1

W6OC2) BaI Ier100 i i i i i i i i i i i i i i i i i i i i i n r i i i i i i i i rr i i i \ j i i i i i i i i

" C = 2.7115E-004 ft( m i n

- yO = 3.875 ft

0. 2.8 5.6 8.4 11.2T i me (m i n)

AR302W8


C /11/91 10:59:34

PROBLEM DEFINITION


K owns and Constants:No. of data points............... 67Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 33.9Well screen length............... 4.7Static height of water in well... 33.64Log(Re/Rw)....................... 4.006

ESTIMATION RESULTS


PARAMETER ESTIMATES

Estimate Std. ErrorK = 4.0716E-004 +/- 4.4347E-005yO - 3.6857E+000 +/- 9.8180E-002


r sidual = calculated - observedweighted residual » residual * weight

\ ighted Residual Statistics:Number of residuals............... 67Number of estimated parameters.... 2Degrees of freedom................ 65Residual mean..................... 0.01372Residual standard deviation....... 0.5607Residual variance................. 0.3144

M^del Residuals:


0.0066 7 3.6821 3.3179 10.0099 1.7 3.6803 -1.9803 10.0133 2.01 3.6784 -1.6684 10.0166 4.45 3.6766 0.77338 10.02 4.75 3.6748 1.0752 1

0.0233 3.73 3.6729 0.057059 10.0266 3.44 3.6711 -0.23113 10.03 3.81 3.6693 0.14073 1

10? D0.0333 4 3.6675 0.33254 10.05 3.78 3.6583 0.12167 1

0.0666 3.73 3.6493 0.080725 10.0833 3.7 3.6402 0.059811 1

0.1 3.68 3.6311 0.048875 10.1166 3.65 3.6221 0.027863 10.1333 3.63 3.6131 0.016882 10.15 3.62 3.6041 0.015878 1

0.1666 3.6 3.5952 0.0047987 10.1833 3.59 3.5862 0.0037507 1

0.2 3.57 3.5773 -0.0073196 10.2166 3.56 3.5685 -0.0084654 10.2333 3.54 3.5596 -0.01958 10.25 3.54 3.5507 -0.010717 1

0.2666 3.52 3.5419 -0.021928 10.2833 3.51 3.5331 -0.023109 1

0.3 3.49 3.5243 -0.034312 10.3166 3.48 3.5156 -0.035589 10.3333 3.46 3.5068 -0.046835 10.4167 3.4 3.4634 -0.063444 1

0.5 3.33 3.4206 -0.090641 10.5833 3.28 3.3784 -0.098367 10.6667 3.24 3.3366 -0.096565 10.75 3.19 3.2953 -0.10533 1

0.8333 3.14 3.2546 -0.1146 10.9167 3.09 3.2143 -0.12433 1

1 3.05 3.1746 -0.12461 11.0833 3.01 3.1354 -0.12538 11.1667 2.97 3.0966 -0.12658 11.25 2.92 3.0583 -0.13831 1

1.3333 2.89 3.0205 -0.13052 11.4166 2.84 2.9832 -0.14319 1

1.5 2.81 2.9463 -0.13627 11.5833 2.78 2.9099 -0.12986 11.6667 2.74 2.8739 -0.13386 11.75 2.7 2.8383 -0.13834 1

1.8333 2.67 2.8033 -0.13326 11.9167 2.63 2.7686 -0.13858 1

2 2.6 2.7344 -0.13436 12.5 2.41 2.5377 -0.12769 13 2.24 2.3552 -0.11517 1

3.5 2.09 2.1858 -0.095771 14 1.95 2.0286 -0.078559 1

4.5 1.82 1.8827 -0.062654 15 1.71 1.7472 -0.037243 1

5.5 1.6 1.6216 -0.021572 16 1.52 1.5049 0.015061 1

6.5 1.43 1.3967 0.033304 17 1.35 1.2962 0.053762 1

7.5 1.28 1.203 0.076994 18 1.2 1.1165 0.083521 1

8.5 1.14 1.0362 0.10382 19 1.09 0.96165 0.12835 1

9.5 1.04 0.89248 0.14752 110 1 0.82829 0.17171 112 0.84 0.61449 0.22551 114 0.71 0.45587 0.25413 116 0.61 0.3382 0.2718 118 0.58 0.2509 0.3291 1

W7DC 1) Bal ler

i i i i i i i l l I l i l l l l l I l j I I I I I I f l l l l l l t l i i i | l l l i l f l l i— I I I I

1C = 4.0716E-004 ft / m l n

yO = 3.686 ft

i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l I l I0. 3.6 7.2 10.8 14.4 18.

T i me [mIn)

AR3Q2UI!


11:01:28

PROBLEM DEFINITION


t owns and Constants:No . of data poi nts ............... 62Radius of well casing............ 0.08Radius of well ................... 0.08Aquifer saturated thickness...... 33.9Well screen length............... 4.7Static height of water in well... 33.17Log(Re/Rw) ....................... 3 .854

ESTIMATION RESULTS


PARAMETER ESTIMATES

Estimate Std. Error- 6.8210E-004 +/- 5.0774E-005

yO - 3.2657E+000 +/- 6.5909E-002


1 si dual = calculated - observedweighted residual - residual * weight

sighted Residual Statistics:Number of residuals............... 62Number of estimated parameters.... 2Degrees of freedom. ............... 60Residual mean..................... 0.02111Residual standard deviation....... 0.3301Residual variance................. 0.1089

Model Residuals:

Time Observed Calculated Residual Weight0.0133 1.68 3.2544 -1.5744 10.0166 4.13 3.2516 0.87841 1

0.02 4.48 3.2487 1.2313 10.0233 3.51 3.2459 0.26407 10.0266 3.48 3.2432 0.23685 10.03 3.75 3.2403 0.50971 1

0.0333 3.67 3.2375 0.43249 10.05 3.48 3.2235 0.25651 1

10 7 60.0666 3.41 3.2096 0.20039 10.0833 3.33 3.1957 0.13429 1

0.1 3.3 3.1819 0.11813 10.1166 3.24 3.1682 0.071833 10.1333 3.19 3.1544 0.035555 1

0.15 3.16 3.1408 0.019217 10.1666 3.11 3.1273 -0.017261 10.1833 3.08 3.1137 -0.033716 1

0.2 3.06 3.1002 -0.04023 10.2166 3.01 3.0869 -0.076883 10.2333 3 3.0735 -0.073513 1

0.25 2.98 3.0602 -0.080201 10.2666 2.95 3.047 -0.097026 10.2833 2.94 3.0338 -0.093829 1

0.3 2.9 3.0207 -0.12069 10.3166 2.89 3.0077 -0.11768 10.3333 2.87 2.9947 -0.12466 10.4167 2.78 2.9304 -0.15044 1

0.5 2.68 2.8677 -0.18768 10.5833 2.62 2.8063 -0.18626 10.6667 2.55 2.7461 -0.19608 1

0.75 2.49 2.6873 -0.19726 10.8333 2.43 2.6297 -0.19971 10.9167 2.38 2.5733 -0.19332 1

1 2.33 2.5182 -0.1882 11.0833 2.28 2.4643 -0.18427 11.1667 2.24 2.4114 -0.17142 1

1.25 2.19 2.3598 -0.16977 11.3333 2.16 2.3092 -0.14923 11.4166 2.11 2.2598 -0.14977 1

1.5 2.06 2.2113 -0.15131 11.5833 2.03 2.164 -0.13395 11.6667 2 2.1175 -0.11755 1

1.75 1.97 2.0722 -0.10219 11.8333 1.92 2.0278 -0.10781 11.9167 1.89 1.9843 -0.094328 1

2 1.85 1.9418 -0.091828 12.5 1.68 1.7052 -0.025183 13 1.5 1.4974 0.0026232 1

3.5 1.36 1.3149 0.045104 14 1.25 1.1547 0.095347 1

4.5 1.12 1.0139 0.10606 15 1.03 0.89037 0.13963 1

5.5 0.95 0.78187 0.16813 16 0.87 0.68658 0.18342 1

6.5 0.79 0.60291 0.18709 17 0.73 0.52944 0.20056 1

7.5 0.66 0.46491 0.19509 18 0.61 0.40826 0.20174 1

8.5 0.57 0.3585 0.2115 19 0.52 0.31481 0.20519 1

9.5 0.47 0.27645 0.19355 110 0.44 0.24276 0.19724 112 0.33 0.14435 0.18565 1

AR302M3

W7DC2) Pressure10 .

I1

4.8 7.2Time (mln)


( /07/91 17:32:09

PROBLEM DEFINITION

Problem title: W8D Bailer

\ owns and Constants:No. of data points............... 67Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 35.24Well screen length............... 4.7Static height of water in well... 33.27Log(Re/Rw)....................... 3.726

ESTIMATION RESULTS


PARAMETER ESTIMATES

Estimate Std. ErrorK - 1.2344E-004 +/- 1.2090E-005yO - 3.9889E+000 +/- 7.5145E-002


1 sidual - calculated - observedweighted residual = residual * weight' n'ghted Residual Statistics:


Mode1 Residuals:


0.02 7.12 3.985 3.135 10.0233 3.63 3.9844 -0.35438 10.0266 2.36 3.9837 -1.6237 .

0.03 3.97 3.9831 -0.013086 10.0333 5.02 3.9824 1.0376 1

0.05 4.24 3.9792 0.26079 10.0666 4.05 3.976 0.074001 10.0833 4 3.9728 0.02723 1

0.1 3.980.1166 3.970.1333 3.95

0.15 3.940.1666 3.940.1833 3.94

0.2 3.920.2166 3.920.2333 3.9

0.25 3.90.2666 3.890.2833 3.89

0.3 3.890.3166 3.870.3333 3.870.4167 3.84

0.5 3.830.5833 3.790.6667 3.78

0.75 3.760.8333 3.750.9167 3.73

1 3.711.0833 3.71.1667 3.68

1.25 3.651.3333 3.651.4166 3.63

1.5 3.61.5833 3.591.6667 3.59

1.75 3.571.8333 3.561.9167 3.54

2 3.522.5 3.433 3.35

3.5 3.274 3.19

4.5 3.135 3.05

5.5 2.986 2.92

6.5 2.867 2.79

7.5 2.738 2.67

8.5 2.629 2.55

9.5 2.5110 2.4412 2.2414 2.0616 1.8918 1.7420 1.6222 1.4924 1.3826 1.3

3.96953.96633.96313.95993.95673.95353.95033.94713.94393.94073.93753.93433.93113.92793.92473.90883.8933.87733.86163.8463.83043.81493.79953.78413.76883.75353.73843.72323.70823.69323.67823.66333.64853.63373.6193.53213.44723.36433.28353.20453.12753.05242.9792.90742.83752.76932.70282.63782.57442.51262.45222.22482.01851.83131.66151.50751.36771.24091.1258

0.0104570.0036615-0.013117-0.019898-0.016701-0.013488-0.030277-0.027087-0.043882-0.040678-0.047497-0.044299-0.041103-0.05793-0.054739-0.068846-0.063036-0.08729-0.081588-0.085969-0.080413-0.084902-0.089472-0.084104-0.08878-0.10354-0.088354-0.093234-0.10816-0.10316-0.088202-0.093325-0.088508-0.093733-0.099036-0.10206-0.097168-0.09432-0.093463-0.074549-0.077532-0.072366-0.059006-0.04741-0.047534-0.039338-0.03278-0.017822-0.024426-0.0025527-0.0121670.0152090.0415010.0586650.0784740.112540.122320.139130.17419

1111111111111111111111111111111111111111111111111111111 AR3Q2M6iii

W3D 8 a i I e r0 . i i i i t I I I l I I I I I I 1 I I I I j t I I I I I I I I I I 1 I I I I I ( 1 j I I I I I I I 1 I

_ K = 1 .2344E-004 f t / m i n J

IL yO = 3.989 ft

l l l l l l l l l l l l l l l l l l l l l l l l l i l i l l l l i10.4 15.6 20.8 26

AR302** ft


7/91 17:34:05

PROBLEM DEFINITION


t owns and Constants:No. of data poi nts............... 65Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 42Well screen length............... 4.7Static height of water in well... 38.04Log(Re/Rw)....................... 3.694

ESTIMATION RESULTS


PARAMETER ESTIMATES


yO - 3.5778E+000 +/- 3.8673E-002


ssidual = calculated - observedweighted residual - residual * weightsighted Residual Statistics:Number of residuals............... 63Number of estimated parameters.-... 2Degrees of freedom................ 61Residual mean..................... 0.04009Residual standard deviation....... 0.1052Residual variance................. 0.01106

Model Residuals:Time Observed Calculated Residual Weight

0.0033 4.13 3.5157 0.61434 10.0066 3.21 3.4546 -0.24461 10.0099 3.33 3.3946 -0.064629 10.0133 3.4 3.3339 0.0660850.0166 3.28 3.276 0.0039746 10.02 3.19 3.2174 -0.027433 1

0.0233 3.11 3.1616 -0.051566 10.0266 3.06 3.1067 -0.046669 1

} AR3Q2M8

0.03 3 3.0511 -0.051106 10.0333 2.94 2.9981 -0.058127 1

0.05 2.67 2.7438 -0.073802 10.0666 2.43 2.5124 -0.082385 10.0833 2.24 2.2993 -0.059264 1

0.1 2.05 2.1042 -0.054223 10.1166 1.89 1.9267 -0.036748 10.1333 1.73 1.7633 -0.033307 1

0.15 1.58 1.6137 -0.033729 10.1666 1.47 1.4776 -0.0076239 10.1833 1.35 1.3523 -0.0022802 1

0.2 1.23 1.2376 -0.0075692 10.2166 1.16 1.1332 0.02681 10.2333 1.06 1.0371 0.022936 1

0.25 0.98 0.94909 0.030908 10.2666 0.9 0.86904 0.030956 10.2833 0.82 0.79532 0.024675 1

0.3 0.76 0.72786 0.032141 10.3166 0.71 0.66647 0.04353 10.3333 0.65 0.60993 0.040065 10.4167 0.44 0.39177 0.048233 1

0.5 0.31 0.25177 0.058231 10.5833 0.22 0.1618 0.0582 10.6667 0.17 0.10393 0.066074 1

0.75 0.12 0.066788 0.053212 10.8333 0.11 0.042921 0.067079 10.9167 0.11 0.027569 0.082431 1

1 0.09 0.017717 0.072283 11.0833 0.07 0.011386 0.058614 11.1667 0.07 0.0073133 0.062687 1

1.25 0.07 0.0046999 0.0653 11.3333 0.07 0.0030204 0.06698 11.4166 0.07 0.001941 0.068059 1

1.5 0.07 0.0012468 0.068753 11.5833 0.07 0.00080123 0.069199 11.6667 0.07 0.00051464 0.069485 1

1.75 0.07 0.00033073 0.069669 11.8333 0.07 0.00021254 0.069787 11.9167 0.07 0.00013652 0.069863 1

2 0.07 8.7734E-005 0.069912 12.5 0.07 6.1739E-006 0.069994 13 0.07 4.3446E-007 0.07 1

3.5 0.07 3.0573E-008 0.07 14 0.07 2.1514E-009 0.07 1

4.5 0.07 1.514E-010 0.07 15 0.07 1.0654E-011 0.07 1

5.5 0.07 7.4971E-013 0.07 16 0.09 5.2757E-014 0.09 1

6.5 0.09 3.7125E-015 0.09 17 0.09 2.6125E-016 0.09 1

7.5 0.09 1.8384E-017 0.09 18 0.09 1.2937E-018 0.09 1

8.5 0.09 9.1038E-020 0.09 19 0.09 6.4064E-021 0.09 1

9.5 0.09 4.5082E-022 0.09 1 AR3Q2M9

W9OC1) aa i Ier10.

» 0.01335 f t / m i n

IoI

1.E-002

01 —u'lcr^1" D o a a a a o aa a a a a a a

0. \ 2.4 4.8 7.2 9.6 12.T i me (mi n)


C /07/91 17:36:53

PROBLEM DEFINITION


H owns and Constants:No. of data points............... 48Radius of well casing............ 0.08Radius of well................... 0.08Aquifer saturated thickness...... 42Well screen length............... 4.7Static height of water in well... 38.04Log(Re/Rw)....................... 3.694

ESTIMATION RESULTS


PARAMETER ESTIMATES

Estimate Std. ErrorK - 4.3162E-003 +/- 4.5519E-005yO = 1.1087E+001 +/- 4.2890E-002


isidual - calculated - observedweighted residual » residual * weight

sighted Residual Statistics:Number of residuals............... 48Number of estimated parameters.... 2Degrees of freedom................ 46Residual mean..................... -0.009082Residual standard deviation....... 0.143Residual variance................. 0.02046

Model Residuals:

Time Observed Calculated Residual Weight0.0099 10.36 10.9 -0.54024 10.0133 11.36 10.837 0.52318 10.0166 10.99 10.776 0.21439 10.02 10.9 10.713 0.18709 1

0.0233 10.79 10.652 0.13759 10.0266 10.69 10.592 0.097759 1

0.03 10.6 10.531 0.069391 10.0333 10.5 10.471 0.028868 1

0.05 10.1 10.175 -0.075257 10.0666 9.79 9.8894 -0.099439 10.0833 9.48 9.61 -0.13 1

0.1 9.2 9.3385 -0.13846 10.1166 8.94 9.0761 -0.13614 10.1333 8.69 8.8197 -0.12969 10.15 8.47 8.5705 -0.10047 1

0.1666 8.23 8.3297 -0.099733 10.1833 8.02 8.0944 -0.074366 1

0.2 7.8 7.8656 -0.065649 10.2166 7.59 7.6447 -0.054707 10.2333 7.4 7.4287 -0.028695 10.25 7.19 7.2188 -0.028788 1

0.2666 7 7.016 -0.016016 10.2833 6.83 6.8178 0.012231 1

0.3 6.64 6.6251 0.014876 10.3166 6.46 6.439 0.020973 10.3333 6.29 6.2571 0.032916 10.4167 5.51 5.4226 0.08743 1

0.5 4.81 4.7002 0.10984 10.5833 4.19 4.074 0.116 10.6667 3.65 3.5306 0.11936 10.75 3.17 3.0603 0.10972 1

0.8333 2.74 2.6526 0.087415 10.9167 2.36 2.2988 0.061193 1

1 2.03 1.9926 0.037446 11.0833 1.76 1.7271 0.032898 11.1667 1.5 1.4968 0.0032438 11.25 1.28 1.2974 -0.017355 1

1.3333 1.09 1.1245 -0.034518 11.4166 0.92 0.97471 -0.054707 1

1.5 0.79 0.84471 -0.05471 11.5833 0.66 0.73218 -0.072175 11.6667 0.55 0.63452 -0.084524 11.75 0.46 0.54999 -0.089992 1

1.8333 0.39 0.47672 -0.08672 11.9167 0.31 0.41314 -0.10314 1

2 0.27 0.3581 -0.0881 12.5 0.07 0.15181 -0.081811 13 0.01 0.064358 -0.054358 1

AR3Q2U22

W90C2) Pressure

" " '" I "'"" "I

K =0 .004316 ft/mm

yO « 11.09 ft

1 E-Q02 ' I I ' ' ' I I I I I l l l l l i l l I l l l l i l l l l I l l l l l I I I I I I I I I l I I I 1,

T i m« C min)

AR3Q2l*23

APPENDIX N

DATA RELATED TO ENVIRONMENTAL SETTING

: • • • :

'-''\\ -VI TSaekertowri

Wet M SMa t?

WARZYNMarch 7,1991

Mr. Ed DixPennsylvania Department of Environmental ResourcesBureau of ForestryForest Advisorv ServiceP.O. Box 8552Harri.sburg, Pennsylvania 17105-8552

Re: Ecological ResourcesSaegertown, Pennsylvania Area

Dear Mr. Dix:

Thank you for the information you provided in our telephoneconversation of March 5,1991. Warzyn Inc. (Warzyn) is performing aRemedial Investigation/Feasibility Study of the Saegertown IndustrialArea Site in Saegertown, Pennsylvania. As part of the RemedialInvestigation process. Warzyn is seeking information on ecologicalresources in tlie site area. This information will be used in preparationof an Ecological Baseline Risk Assessment. Consideration of FeasibilityStudy alternatives will be based, in part, on this assessment.

The site is shown on the enclosed copy of portions of the U.S.Geological Topographic Maps for the Meadville and Blooming Valley,Pennsylvania Quadrangles. Warzyn is interested in the site and in thesurrounding areas covered by the enclosed portion of the map. We areseeking the following information for the area of map coverage:

• Reports of threatened or endangered species (Federal orState);

• Known critical habitats of threatened or endangered species;

• Unique and/or sensitive habitats;

• Unique geological features;

• Known archaeological sites; and

• Federal or State wildlife refuges or wilderness or recreationalareas.

THE PERFECT RM-\NCEBET*-EEN TECHNOLOGY

AND CREATIVITY.

MADISONONE .SCIENCE COL'KT

P.O. BOX 53«MADISON. «T W051608) aji-r-rFAX(60H>r3-2M3

2^27

Pennsylvania Department of Environmental ResourcesMarch 7,1991WARZYN

I would appreciate any information your Department may haveregarding these topics. Also, if you have a list of State of Pennsylvaniathreatened and endangered species, I would appreciate a copy of it.

Thank you for your cooperation.

Sincerely,

WARZYN INC.

Qeny KellyEnvironmental Scientist

JK/aao/DWHMr-J.03-95160832.15

Enclosure: U.S. Geological Topographic Map for portions of theMeadville and Blooming Valley, Pennsylvania Quadrangles

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APPENDIX O

DATA QUALIFIER DEFINITIONS, SAMPLE IDENTIFICATION NUMBER KEYAND SAMPLE INVENTORY TABLE

APPENDIX OSUMMARY OF DATA QUALIFIER DEFINITIONS

Organic Laboratory Qualifiers*U The material was analyzed for, but was not detected. The associated numerical

value is the sample quantitation limit.

J Indicates an estimated value. This flag is used either when estimating aconcentration for tentatively identified compounds where a 1:1 response is assumed,or when the concentration reported was below the contract required quantitationlimit (CRQL).

B This flag is used when the analyte is found in the associated blank as well as in thesample. It indicates possible blank contamination and warns the data user to takeappropriate action. This flag must be used for a tentatively identified compound aswell as for a positively identified target compound.

C (For Pesticide/PCB data). The compound identification was confirmed by GC/MS.

E The compound was quantitated above the linear calibration range.

D The compound was quantitated from an analysis at a secondary dilution factor.

X Compuchem uses this qualifier to note that the semi-volatile compoundsbenzo(b)fluoranthene and benzo(k)fluoranthene, are not completely separated byGC/MS.

A The tentatively identified compound is an aldol-condensation product.

Organic Data Validation QualifiersUJ The material was analyzed for, but was not detected. The associated numerical

value is an estimated quantitation limit, and may be inaccurate or imprecise becausequality control criteria were not met.

UL The material was analyzed for, but was not detected. The associated numericalvalue is an estimated quantitation limit. The quantitation limit may be higherbecause quality control criteria were not met.

J Analyte present. Reported value is an estimated quantity and may be inaccurate orimprecise because quality control criteria were not met.

SAEGERTOWN INDUSTRIAL AREA SITESUMMARY OF DATA QUALIFIER DEFINITIONS

(continued)

R Unreliable result. Analyte may or may not be present in the sample. Supportingdata is necessary to confirm the result.

B Not detected substantially above the level reported in laboratory or field blanks.Reported value is an estimated detection limit.

N Tentative identification. Consider present. Special methods may be needed toconfirm its presence or absence in future sampling efforts.

NJ Tentative identification. Consider present. Special methods may be needed toconfirm its presence or absence in future sampling efforts. Reported value is anestimated quantity.

Inorganic Laboratory Qualifiers*U The material was analyzed for, but was not detected.

B The associated value was greater than or equal to the instrument detection limit, butless than the contract required detection limit.

* Duplicate analysis is not within control limits.

S The associated value was determined by the method of standard additions.

N Indicates the spike sample recovery is not within control limits.

> The result reported may be higher. The analyte was found at a concentration whichexceeded the calibration range.

Inorganic Data Validation QualifiersU The material was analyzed for, but was not detected above the level of the

associated value. The associated value is either the sample quantitation limit or thesample detection limit.

UJ The material was analyzed for, but was not detected. The associated value is anestimated quantitation limit because quality control criteria were not met.

UL The material was analyzed for, but was not detected. The associated numericalvalue is an estimated quantitation limit. The quantitation limit may be higherbecause quality control criteria were not met.

AR302i»32

SAEGERTOWN INDUSTRIAL AREA SITESUMMARY OF DATA QUALIFIER DEFINITIONS

(continued)

J Analyte present. Reported value is an estimated quantity and may be inaccurate orimprecise because quality control criteria were not met.

L Analyte present. Reported value may be biased low because quality control criteriawere not met. Actual value may be higher, and is therefore considered an estimatedquantity.

R Unreliable result. Analyte may or may not be present in the sample. Supportingdata is necessary to confirm the result.

K Analyte present. Reported value may be biased high because quality controlcriteria were not met. Actual value may be lower, and is therefore considered anestimated quantity.

B Analyte also found in the associated laboratory or field blanks. Reported value isconsidered an estimated detection limit.

Notes:1. The laboratory qualifiers noted may be used alone or in combination with other

laboratory qualifiers.

Field Sampling PlanSaegertown Industrial Area Site RI/FS

August 17, 1990Revised November 1990

Page 11

SECTION 4SAMPLE DESIGNATION

A sample numbering system will be used to identify each investigative and qualitycontrol sample. Each sample identifier will include the project identifier code, sampletype and location code, and a sampling event code. The sampler will maintain a logbook containing the sample identification listings.

4.1 PROJECT IDENTIFIER CODEA two-letter designation will be implemented to identify the sampling site. The projectidentifier will be "SA" to signify the Saegertown Industrial Area Site investigation.

4.2 SAMPLE TYPE AND LOCATION CODEEach sample collected will be identified by a two-letter code corresponding to thesample type. Sample type codes to be used for the subtasks covered in this sampling planinclude:

GW - groundwater sample from monitoring wellSS - split spoon or soil boring sampleSD - sediment sample •SW - surface water sampleSU - surface soil sample

• PW - groundwater from a private residential well or municipal well• FB - field blank• TB - trip blank

Other letter designators may be added for sample activities of later subtasks.

The location code will follow the sample type code. The location code consists of a two-to five-digit numeric or alpha-numeric code that indicates the sample location. Surfacewater, sediment, field blanks, trip blanks and air samples will use a consecutivenumbering system starting at 01, assigned in the field.

Field Sampling PlanSaegertown Industrial Area Site RI/FS

August 17, 1990Revised November 1990

Page 12

4.3 SAMPLING ROUND CODE/DUPLICATE CODEA two-digit numerical code will be used to designate additional location information.For soil samples, the Round code will represent the depth of the sample in feet belowthe ground surface. Duplicate samples will be designated by the Round code precededby a 9. Matrix spike and matrix spike duplicate samples are collected as additionalsample volume at selected locations.

Although identified as such on chain-of-custody records, specific sampling codes will notbe provided for matrix spikes or matrix spike duplicates samples.

4.4 EXAMPLES OF SAMPLE NUMBERSExamples of sample number codes are as follows:

SA-SSMW03A-25 = Saegertown, split spoon soil sample from monitoring wellMW03A at a depth of 25 ft

SA-GWMW03A-01 = Saegertown, groundwater sample from monitoring wellMW03A, first sampling round

SA-GWMW03A-91 = Saegertown, duplicate groundwater sample frommonitoring well MW03A, first sampling round

SA-SD10-01 = Saegertown, sediment sample from location number 10, firstsampling round

'21*35

SAMPLE INVENTORY TABLEEvaluation of Toluene Detected in Soil, Test Pit, and Sediment SamplesSaegertown Industrial Area SiteRemedial InvestigationSaegertown, Pennsylvania

Sample Tape Toluene Other VOCs_____No._____ Observations Concentration Detected

GA-SSB03-06 NA 2 (ug/kg) YesGA-SSB03-10 NA ND (ug/kg) NoSC-SSB02-06 NA 3 (ug/kg) YesSC-SSB02-18 NA 3 (ug/kg) YesSA-SSB11-04 (1) 17 (ug/kg) YesSA-SSB11-04(D) (1) 2 (ug/kg) YesSA-SSB11-10 (1) 7 (ug/kg) NoGA-SSB14-02 (1) 28 (ug/kg) NoGA-SSB14-06 (1) 14 (ug/kg) NoGA-SSB07-02 (1) 14 (ug/kg) NoGA-SSB07-04 (1) 38 (ug/kg) YesGA-SSB09-04 (2) 10 (ug/kg) NoGA-SSB09-08 (2) 9 (ug/kg) NoGA-SSB15-04 (2) 3 (ug/kg) NoGA-SSB15-06 (2) 4 (ug/kg) NoSM-SSB01-04 None 5 (ug/kg) NoSM-SSB01-14 (2) 46 (ug/kg) NoSC-SSB16-04 (2) 5 (ug/kg) NoSC-SSB16-04(D) (2) 7 (ug/kg) NoSC-SSB16-08 (2) 25 (ug/kg) NoGA-SSB08-04 (2) 52 (ug/kg) NoGA-SSB08-10 (2) 42 (ug/kg) NoGA-SSB08-10(D) (2) 71 (ug/kg) NoGA-SSB04-06 (2) 150 (ug/kg) YesGA-SSB04-08 NA 150 (ug/kg) YesLO-SSB10-02 (2) 3 (ug/kg) No

SAMPLE INVENTORY TABLE (con't)Evaluation of Toluene Detected in Soil, Test Pit, and Sediment SamplesSaegertown Industrial Area SiteRemedial InvetigationSaegertown, Pennsylvania

Sample Tape Toluene Other VOCsNo. Observations Concentration Detected

GA-SSB06-02 (2) 46 (ug/kg) NoGA-SSB06-04 (2) 49 (ug/kg) NoGA-SSB05-04 (2) 6 (ug/kg) NoGA-SSB12-04 NA ND (ug/kg) NoGA-SSB12-08 NA ND (ug/kg) NoGA-SSB 13-04 (1) 1 (ug/kg) NoGA-SSB13-12 NA ND (ug/kg) NoSA-SSB17-04 NA 11 (ug/kg) YesSA-SSB17-10 NA 2 (ug/kg) NoSM-SSB18-06 NA ND (ug/kg) NoSM-SSB18-10 NA ND (ug/kg) No

GA-TP01-04 None 19000 (ug/kg) YesGA-TP02-07 (2) 34 (ug/kg) YesGA-TP03-02 None 71 (ug/kg) NoGA-TP03-02(D) (2) 55 (ug/kg) NoGA-TP04-02 (2) 25 (ug/kg) No

GA-SD05-01 NA ND (ug/kg) NoGA-SD06-01 NA 44000 (ug/kg) YesLO-SD08-01 None ND (ug/kg) No

Notes:None - No black vinyl tape reported on sample jarND - Not DetectedNA - Sample jars not available (All soil sample jars were apparently taped in the field).(1) - One 8 ounce jar used for pesticide/PCB analysis reported with black vinyl tape(2) - One or both 4 ounce jar(s) used for VOC analysis reported with black vinyl tapeTape observations made by organic lab personnel (Compuchem)VOCs - Volatile Organic Compounds detected in analysis(D) - Duplicate sample

SASIC/TJM/ajs

HR302W?

Documents

APPENDIX L SOIL GRAIN SIZE (PHYSICAL) ANALYSIS … · x sand 19.0 y. silt x cla^ 75.4 5.4 ds5 0.0s 5s0 use 0.04 d3q &15 0.026 0.0153 uiq 0.0116 1 cc cu 1.1s 4.2 material description