Slug Test Results · SLUG TEST ANALYSIS Rising Head Test #1 Monitor Well LD-1 Well Specifications...

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APPENDIX G Slug Test Results AR303323

Transcript of Slug Test Results · SLUG TEST ANALYSIS Rising Head Test #1 Monitor Well LD-1 Well Specifications...

APPENDIX G

Slug Test Results

AR303323

SLUG TEST ANALYSIS

Rising Head Test #1Monitor Well LD-1

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

50.4211101000.22

30ln(Re/rw) =

feet Well diameter: 4 inchesfeet Borehole diameter: 8 inchesfeet Sat. thickness (Lw): 39.42 feetfeet Sandpack porosity:feet rw= 0.3333 feet

L

A= 2.52.6098 B= 0.4

Results

Regression line: r squared

Hydraulic conductivity =

Bouwer and Rice Method0.9941

41 .08 ft/day

Effective radial distancek ofslug test = 4.5 feet

Graphical Results

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SLUG TEST ANALYSISRising Head Test #2Monitor Well LD-1

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

50.42 feet11 feet10 feet100 feet0.22 feet

30ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.6098 B=

4 inches8 inches

39.42 feet

0.3333 feet

2.50.4

ResultsBouwer and Rice Method

Regression line: r squared = 0.9991

Hydraulic conductivity = 40.54 ft/day

Effective radial distance^ of slug test = __ 4.5 feet

Graphical Results

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SLUG TEST ANALYSIS

Falling Head Test #1Monitor Well LD-1

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

50.42 feet11 feet10 feet100 feet0.22 feet

30!n(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.6098 B =

i

4 inches8 inches

39.42 feet

0.3333 feet

2.50.4

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distance^ of slug test =

Bouwer and Rice Method0.9972

37.48 ft/day

4.5 feet

" ^ Graphical Results

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SLUG TEST ANALYSIS

Falling Head Test #2Monitor Well LD-1

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

50.4211101000.22

30ln(Re/rw)=

feet Well diameter:feet Borehole diameter:feet Sat. thickness (Lw):feet Sandpack porosity:feet rw=

A=2.6098 B =

4 inches8 inches

39.42 feet

0.3333 feet

2.50.4

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distance^^ of slug test =

Bouwer and Rice Method0.9832

52.71 ft/day

4.5 feet

Graphical Results

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SLUG TEST ANALYSIS

Rising Head Test #1Monitor Well LS-8

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

59.86 feet8.88 feet10 feet100 feet0.1 4 feet

40ln(Re/rw)=

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.9964 B =

2 inches6 inches

50.98 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.8923

Hydraulic conductivity = 241.05 ft/day

Effective radial distanceof slug test =__________5.0 feetw

Graphical Results:

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SLUG TEST ANALYSIS

Rising Head Test # 2Monitor Well LS-8

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

59.86 feet8.88 feet10 feet

100 feet0.1 4 feet

40: ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.9964 B =

12 inches6 inches

50.98 feet

0.2500 feet

2.70.45

Results '

Regression line: r squared

Hydraulic conductivity =

Effective radial distancefl^ of slug test =

Bouwer and Rice Method0.8274

108.38 ft/day

5.0 feet

Graphical Results

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SLUG TEST ANALYSIS

Falling Head Test # 1Monitor Well LS-8

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

59.868.88101000.14

40ln(Re/rw) =

Well Specifications

feet Well diameter: 2 inchesfeet Borehole diameter: 6 inchesfeet Sat. thickness (Lw): 50.98 feetfeet Sandpack porosity:feet rw= 0.2500 feet

A= 2.72.9964 B= 0.45

Results

Regression line: r squared1

Hydraulic conductivity =

Effective radial distance^ of slug test =

Bouwer and Rice Method0.9179

120.90 ft/day

5.0 feet

Graphical Results

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SLUG TEST ANALYSIS

Falling Head Test # 2Monitor Well LS-8

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

59.86 feet8.88 feet10 feet

100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.9964 B =

2 inches6 inches

50.98 feet

0.2500 feet

2.70.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distance| of slug test =

Bouwer and Rice Method0.8414

120.59 ft/day

5.0 feet

Graphical Results

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SR303338

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SLUG TEST ANALYSIS

Rising Head Test #1Monitor Well LS-9

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

83.02 feet10.83 feet

10 feet100 feet0.1 3 feet

40ln(Re/rw)=

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.1780 B=

2 inches6 inches

72. 19 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Ronroccinn lino- rcnnarori - (~l QRRA

Hydraulic conductivity = 195.12 ft/day

Effective radial distance____of slug test =__________6.0 feet

Graphical Results

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SLUG TEST ANALYSIS

Rising Head Test # 2Monitor Well LS-9

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

83.02 feet10.83 feet

10 feet100 feet0.14 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.1780 B =

2 inches6 inches

72. 19 feet

0.2500 feet

2.70.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distance^^^ of slug test =

Bouwer and Rice Method0.9281

287.27 ft/day

6.0 feet

Graphical Results

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SLUG TEST ANALYSIS

' Falling Head Test # 2Monitor Well LS-9

Well Specifications j

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

83.0210.83

101000.14

40ln(Re/rw) =

feet Well diameter: 2 inchesfeet Borehole diameter: 6 inchesfeet Sat. thickness (Lw): 72. 19 feetfeet Sandpack porosity: ifeet rw= 0.2500 feet

A= 2.73.1780 B= 0.45

Results

Regression line: r squared

Hydraulic conductivity =

Bouwer and Rice Method0.7062

793.91 ft/day

Effective radial distanceof slug test = 6.0 feet _,

Graphical Results j

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SLUG TEST ANALYSIS

Rising Head Test # 1Monitor Well LS-10

ResultsBouwer and Rice Method

Regression line: r squared = 0.9697

Hydraulic conductivity = 231.97 ft/day

Effective radial distance____of slug test =__________5.0 feet

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

59.79 feet8.52 feet10 feet100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.9989 B=

2 inches6 inches

51 .27 feet

0.2500 feet

2.70.45

Graphical Results

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SLUG TEST ANALYSIS

Rising Head Test # 2Monitor Well LS-10

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

59.79 feet8.52 feet10 feet

100 feet0.1 4 feet

40ln(Re/rw)=

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.9989 B=

2 inches6 inches

51 .27 feet

0.2500 feet

2.70.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distanceof slug test =

Bouwer and Rice Method0.8366

186.30 ft/day

5.0 feet

Graphical Results

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3R3D335Q

SLUG TEST ANALYSIS

Falling Head Test # 1Monitor Well LS-10

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

59.79 feet8.52 feet10 feet100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.9989 B=

2 inches6 inches •

5 1.27 feet

0.2500 feet

2.70.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distanceof slug test =

Bouwer and Rice Method0.7591

206.08 ft/day

5.0 feet

Graphical Results

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AR3Q3353

SLUG TEST ANALYSIS

Rising Head Test # 1Monitor Well LS-13

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

89.75 feet8.09 feet10 feet100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.2696 B =

2 inches6 inches

8 1.66 feet

0.2500 feet

2.70.45

Resultsi Bouwer and Rice Method

Regression line: r squared = 0.8411

Hydraulic conductivity = 465.82 ft/day

Effective radial distance| of slug test = 6.6 feet

Graphical Results

10

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SLUG TEST ANALYSIS

Rising Head Test # 2Monitor Well LS-13

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

89.75 feet8.09 feet10 feet100 feet0.1 4 feet

40ln(Re/rw)=

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.2696 B =

2 inches6 inches

81.66 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.8766

Hydraulic conductivity = 308.76 ft/day

Effective radial distance____of slug test =__________6.6 feet

Graphical Results

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SR303357

SLUG TEST ANALYSIS

Falling Head Test # 1Monitor Well LS-13

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

89.75 feet8.09 feet10 feet100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.2696 B=

2 inches6 inches

8 1.66 feet

0.2500 feet

2.70.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distancettk of slug test =

Bouwer and Rice Method0.9090

342.85 ft/day

6.6 feet

Graphical Results

10

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AR303359

SLUG TEST ANALYSIS

Failing Head Test # 2Monitor Well LS-13

Well Specifications

Total well depth: 89.75 feet Well diameter: 2 inchesDepth to water: 8.09 feet Borehole diameter: 6 inchesScreen length (Le): 10 feet Sat. thickness (Lw): 81.66 feetAquifer thickness: 100 feet Sandpack porosity:

Rc= 0.14 feet rw= 0.2500 feet

From type curve:Where Le/rw= 40 A= 2.7

ln(Re/rw)= 3.2696 ___ B= 0.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.9037

Hydraulic conductivity = 421.75 ft/day

Effective radial distance____of slug test =__________6.6 feet

Graphical Results

10

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flR30336.l

SLUG TEST ANALYSIS

Rising Head Test #1Monitor Well LS-15

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

70 feet13.9 feet10 feet

100 feet0.14 feet

40ln(Re/rw) =

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.0410 B=

————————————————

2 inches6 inches

56.1 feet -

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.9974

Hydraulic conductivity = 55.99 ft/day

Effective radial distancefl of slug test = 5.2 feet

Graphical Results

10

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SLUG TEST ANALYSIS

Rising Head Test #2Monitor Well LS-15

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

70 feet13.9 feet10 feet100 feet0.1 4 feet

40ln(Re/rw)=

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.0410 B=

2 inches6 inches

56.1 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.9941

Hydraulic conductivity = 62.65 ft/day

Effective radial distance____of slug test = ________5.2 feet

Graphical Results

10

1

, — v 1 r

;

*-

' ubO

10.01

0.0010.1 n-CLlS , . . 0.2 0.25 OJ OJSTime (mm)data points _ regression line

flR30336tf

in

£ w* =•D 0CO01 O0)±ic c

|O i i i i i : i i PJ

«-»

-»•-

(1333) QV3H NI 3ONVHD

SR303365

i ^

zH-<

S

PJ

CO

m o m

SLUG TEST ANALYSISFalling Head Test #1Monitor Well LS-15

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

70 feet13.9 feet10 feet

100 feet0.1 4 feet

40ln(Re/rw) =

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.0410 B=

2 inches6 inches

56.1 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.9535

Hydraulic conductivity = 34.17 ft/day

Effective radial distance____of slug test =__________5.2 feet___

Graphical Results

10

gT3 '03

=cUtooC03 O.I

u1

0.01(

9$

\•?

1B B

B E E I

\

i B B B E tE

: E H E E 1E

: E i;

) ,. OJ 1 _1J , . . 2 2.5 3 3JTime (mm)5, data points _ regression line

AR303366

in i—i in CN in m ino I — I CN I rn

I I I I

(1333) QV3H NI 3ONVHD

flR303367

SLUG TEST ANALYSIS

Falling Head Test #2Monitor Well LS-15

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw= '

70 feet13.9 feet10 feet100 feet0.1 4 feet

40ln(Re/rw) =

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.0410 B=

2 inches6 inches

56.1 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.9561

Hydraulic conductivity = 34.86 ft/day

Effective radial distance___of slug test = 5.2 feet

Graphical Results

10

X N 1•*_>U—

•o031)X.E '-1«j£P 'oa^ 0.01

0.001(

»=%£

\R

\! B « E E E B\\\

\\\

\\

: B B E S B !' B E E E B '

———————

1 fa ,3

OJ ' . 1 -,1.5 ... 2 2J J - 3JTime (mm)B data points _ regression line

flR303368

in

CMs, LO>R i~

0 h- -1~° "00 §I i-o S.E c= oCO LL

HI

i

y

i ————

i ————

\V^

• - ="*"-*——!

• • —m=m=-m

1

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r~~PJHD

is — -

PJ%p— (

in H|

PJCOcu"Sw

>no

(—1in - in

(1333) QV3H NI 3ONVHD

SR303369

SLUG TEST ANALYSIS

Rising Head Test #1MonitorWellLS-16

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

40 feet11. 13 feet

10 feet100 feet0.1 4 feet

40ln(Re/rw)=

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.7571 B=

2 inches6 inches

28.87 feet

0.2500 feet'•

2.70.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distance^^ of slug test =

Bouwer and Rice Method0.9920

36.34 ft/day

3.9 feet

Graphical Results

T303

bO

0.001

0.0,

E i:

1 „. , 1.5. . 2- 2.5Time (mm)data points _ regression line

SR303370

•»- co

"w c/)

•D "0CO >0 >

C Cw 5

(1333) QV3H NI 3ONVHD

ftR30337l

SLUG TEST ANALYSIS

Rising Head Test #2Monitor Well LS-16

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

4011.13

101000.15

40ln(Re/rw) =

feet Well diameter: 2 inchesfeet Borehole diameter: 6 inchesfeet Sat. thickness (Lw): 28.87 feetfeet Sandpack porosity:feet rw= 0.2500 feet

A= 2.72.7571 B= 0.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial^ ^ of slug

distancetest =

Bouwer and Rice Method0.9980

40.89 ft/day

3.9 feet

Graphical Results

10

CT1 '<4

¥*.O60c£"-

0.001c

y\'£;\ It

- \* E\ E S I

\ ' B

'.

• \\\\\

.E E a

B B S

TlE data points

E

I B B E E

,

me (min)regr

3 t: i:

25 3 35

ession line

flR303372

CM CO

TD 0CO >0 >"T- k_oc "E

(1333) QV3H NI 3ONVHD

SR303373

SLUG TEST ANALYSIS

Falling Head Test #1Monitor Well LS-16

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

40 feet11. 13 feet

10 feet100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.7571 B =

2 inches6 inches

28.87 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.9812

Hydraulic conductivity = 37.70 ft/day

Effective radial distance_____of slug test =__________3.9 feet___

Graphical Results

10

£•oa<uXc °-' !OJMC03

5 0.0,

0.001 (

^

BB B

•fr j.

N3

«*-_ E~~~-WB

S~vj

"S ^————— B-S.. ;: ————— --

<S~" -B-T3- ^

!

^

:

" """- P1

0.1 0.2 _,OJ , . . 0.4 OJ O.o 0.7Time (mm)B data points _ regression line

AR3Q337U

"SCO0X i-O) *-.E c= oCO

in O in >—> in csj ino o I "• I rj

I I I

(1333) QV3H NI 3ONVHD

SLUG TEST ANALYSIS

Falling Head Test #2Monitor Well LS-16

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

40 feet11. 13 feet

10 feet100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.7571 B=

2 inches6 inches

28.87 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.9797

Hydraulic conductivity = 26.59 ft/day

Effective radial distance____of slug test =__________3.9 feet___

Graphical Results

10

•T" 14_J

03

XcQJC03

O 0.01

0.001(

^

i* ast

X

"'x B1

s. EX

f

t3 C

'\

E

OJ „. . 1 , U 2Time (mm)B data Doints regression line

8R303376

in

C\J ooco i———ii————————————————————___. r m -4- I i ^w ,« I Z0H"o — wCO0

x o ——•—————————————————————-i « a-*-1 I ! PJ

C 'F t/D= o ^

JPJ

(1333) QV3H NI 3ONVHD

SR303377

U-l*

in o in •—' m CN in ro inO O I — I rN I ro

I I I I

SLUG TEST ANALYSIS

Rising Head Test #1Monitor Well LS-17

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

90 feet12.2 feet10 feet

100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.2300 B =

2 inches6 inches

77.8 feet

0.2500 feet

2.70.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distance^^ of slug test =

Bouwer and Rice Method0.9259

273.37 ft/day

6.3 feet

Graphical Results

10

•areX

<uc03

*-' 0.01

0.001(

itBj.

11

1 *

"t\ -

EJ S

E E E BEE 1

E

: E 0 E :

c

:

!

) OJ 1 . .. _1.S ... 2 2.5 3 35Time (mm)B data points _ regression line

ftR303378

in

in(N

CO

H

to \ f SH- i! • s• 0 0 I Sco >0 > _____________________m__________i o PJ£ c i • w

E

vo in •<* co

(1333) QV3H NI 3ONVHD

flR303379

ind

(1333) QV3H NI 3OMVH3

flR303380

SLUG TEST ANALYSIS

Rising Head Test # 2Monitor Well LS-17

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

90 feet12.2 feet10 feet100 feet0.1 4 feet

40ln(Re/rw)=

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=3.2300 B=

2 inches6 inches

77.8 feet

0.2500 feet

2.70.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distanceof slug test =

Bouwer and Rice Method0.9083

282.72 ft/day

6.3 feet

Graphical Results

10

1

s~OreVXc 0.1CJ00cJU 0.0,

0.001(

;eE

V-p ——e

m

E! E BE B B

i

E B E E !

) B

i B e E E !

& 1

0.5 1 _,. , U. . 2 15Time (mm)B data points _ regression line

AR30338!

w co i • • PJ0 -J ' • HH : Dz

oc •= ! H

Q.^ u^ s^

UJ

I ' I(1333) QV3H MI 3OMVH3

AR303382

(1333) QV3H MI 3OMVHD

&R303383

CM ^ i——————————————————ii—————————————————I———•——i~^J"~ p„- - z

•O 15 1 - WCO 0 50)2C "F i ii I co— « I i ^«I n \ 5LL S i i ! W

ind

*

in —. in o in — in rs)—' d d I « I

I I

SLUG TEST ANALYSIS

Rising Head Test #1Monitor Well LS-18

Total well depth: 50.5Depth to water: 8.11Screen length (Le): 10Aquifer thickness: 1 00

Rc= 0.14

From type curve:Where Le/rw= 40

ln(Re/rw) =

Well

feetfeetfeetfeetfeet

Specifications.

Well diameter: 2 inchesBorehole diameter: 6 inchesSat. thickness (Lw): 42.39 feetSandpack porosity:

rw= 0.2500 feet

A= 2.72.9155 B= 0.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distance^ of slug test =

Bouwer and Rice Method0.9972

f8.52 ft/day

4.6 feet

Graphical Results

10 ——————————————————————————————————————————————————————————————————————————————————————— •

1c

.

aX.S<unocCOJ£!J0 0.0,

VYY

t>ECE

\

\

j j

E

'0 1 2 3

B data poin'Time (ts

i1

-

t

"0 B i:

"

~ . . 6 7 8 9 10mm)regression line

&R3Q3381*

00

•o 0CO >0 >"T" k.oc 'E

(1333) QV3H MI 3OMVHD

AR303385

SLUG TEST ANALYSIS

Rising Head Test #2Monitor Well LS-18

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

50.5 feet8. 11 feet10 feet

100 feet0.14 feet

40ln(Re/rw) =

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.9155 B =

2 inches6 inches

42.39 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.9994

Hydraulic conductivity = 19.21 ft/day

Effective radial distance____of slug test =__________4,6 feet

Graphical Results

•o03<UX

SJtoc

OJ „. . . . 1Time (mm)data points _ regression line

SR3Q3386

«M (.5,

*T•M '

82"O "0CO >0 >-1- k.-*- oo) ±;c c• MOT ^^w °£ 2

——— • — —__B_B=|HH••

1

———————— 1

1

———————— 1

1

———————— 1

1

———————— 1

1

t

1

m

n-

cTTwH

SPJ^PsM«4

ta '

- r^

en

(1333) QV3H MI 3OMVH3

flR303387

SLUG TEST ANALYSIS

Falling Head Test #1Monitor Well LS-18

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

50.5 feet8.11 feet10 feet

100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.9155 B =

ii|

2 inches6 inches

42.39 feet

0.2500 feet

2.70.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radial distanceB^. of slug test =

Bouwer and Rice Method0.9843

21 .00 ft/day

4.6 feet

Graphical Results

10

-4—1

^

•uaDXc o-1<utocca6 0.0, °

0.001

&3 •-

'ik. '

V; - > ...'».. """^

'ee

- -B.i•• E Q

E E

x B !

\

C B B B B B I: i: . i

) 05 . . 1 ,-,1.5 ... 2 2J. 3 ._ 3.5.Time (mm)m data points

-• --regression line

QR303388

(1333) QV3H MI 3OMVHD

^^303389

SLUG TEST ANALYSIS

Falling Head Test #2Monitor Well LS-18

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

Well

50.5 feet8.11 feet10 feet100 feet0.1 4 feet

40ln(Re/rw) =

Specifications

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

A=2.9155 B=

————————————————2 inches6 inches

42.39 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.9948

Hydraulic conductivity = 18.35 ft/day

Effective radial distancefl of slug test = 4.6 feet

Graphical Results

10

1

•oS »•'X

u&0 °-oiCreU

0.001

0.0001(

x

^

- B B :: E

>N"\ H 0 E e 8;

1 1! IN--^ '

. - 0.5 „!. . . 15 2 25Time (mm)B data points __ regression line

AR303390

*. °° •-SRS T- I,*- I «

CD H-*.E c= o

\

7(1333) QV3H MI 3OMVH3

4R30339I

HD

ULJmHQWCOcu

iqO

SLUG TEST ANALYSIS

Rising Head Test #1Monitor Well LS-19

Well Specifications

Total well depth: 90 feet Well diameter: 2 inchesDepth to water: 8.53 feet Borehole diameter: 6 inchesScreen length (Le): 10 feet Sat. thickness (Lw): 81.47 feetAquifer thickness: 100 feet Sandpack porosity:

Rc= 0.13 feet rw= 0.2500 feet

From type curve:Where Le/rw= 40 A= 2.7__ _________ln(Re/rw)=_____3.2676________B=____0.45______

ResultsBouwer and Rice Method

Regression line: r squared = 0.9999

Hydraulic conductivity = 649.39 ft/day

Effective radial distanceof slug test = _______6.6 feet___

Graphical Results

10

S '•areuX.£ 0-1ubOCa5 „.„,

0.001'

*

\ •B\ .

fc: \ B

\*!

\\

a

E

\

Y

BE

f ,

E

B

5 0.05 0.1 rrA15 , . x 0.2 0.25 OJ 0.35Time (mm)B data points __ regression line

SLUG TEST ANALYSIS

Falling Head Test # 1Monitor Well LS-19

AR30339.3

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc==

From type curve:Where Le/rw=

908.53101000.14

40ln(Re/rw)=

feet Well diameter: 2 inchesfeet Borehole diameter: 6 inchesfeet Sat. thickness (Lw): 81. 47 feetfeet Sandpack porosity:feet rw= 0.2500 feet

A= 2.73.2676 B= 0.45

Results

Regression line: r squared

Hydraulic conductivity =

Effective radialof slug

distancetest =

Bouwer and Rice Method0.7591

'209.02 ft/day

6.6 feet

Graphical Results

10

^ 're

to

U o.01

0.001

\

'l B

S E

\ <?

\\(i E E

1 E B e

\E B B B B E B E 1: i B

13 1 „,. 2 . 3 tTime (mm)

8 data points __ regression line

SLUG TEST ANALYSIS

Falling Head Test # 2Monitor Well LS-19

Well Specifications

Total well depth:Depth to water:Screen length (Le):Aquifer thickness:

Rc=

From type curve:Where Le/rw=

90 feet8.53 feet10 feet

100 feet0.1 4 feet

40ln(Re/rw) =

Well diameter:Borehole diameter:Sat. thickness (Lw):Sandpack porosity:

rw=

.A=3.2676 B =

2 inches6 inches

81 .47 feet

0.2500 feet

2.70.45

ResultsBouwer and Rice Method

Regression line: r squared = 0.8778

Hydraulic conductivity = 383.30 ft/day

Effective radial distanceof slug test = 6.6 feetp

Graphical Results

10

&^ 'reUJXC «.l

0)bfiCre5 0.01

n wii

1"tE E

tffi

1 B

B B

\ B 1i B E (: B B B .

.

3

0.5 1 ' „. , 1.5. s 2Time (mm)data points _ regression line

SR30339U

T3 0CO >0 >1 O0.1=:c c

COPJHD2

C/D

inen

in ^ en

(1333) QV3H MI 3OMVHO

WS

in

COCL,

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(1333) QV3H MI 3OMVHD

flR303396

C/5

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(1333) QV3H MI 3OMVHD

6R303397

(1333) QV3H MI 3OMVHD

AR303398

APPENDIX H

Irrigation Well Assessment

4R303399

H.I Operational Periods of Irrigation Wells

Hastings Irrigation Well

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APPENDIX IMeteorological Data for 17 June 1992

4-R30350I

SUSSEX COUNTY, DEL • LAUREL LANDFILLMETEOROLOGICAL DATA

17 JUNE 1992

SOUTH

EAST

3 NORTH

j5 WEST

SOUTH

EAST

NORTH i i i l i i l i i l l i i i i i i i i i i i900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900

930 1030 1130 1230 1330 1430 1530 1630 1730 1830 1930TIME [EOT]

100

uT80

60

40

20

I I I I I I | | | | J I

201816

14

12

10

86

4

900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900930 1030 1130 1230 1330 1430 1530 1630 1730 1830 1930

TIME [EDT]

AR303502

ll SUSSEX COUNTY. DEL. - LAUREL LANDFILLW WIND ROSE

17 JUNE 1992HOUR 0900 - HOUR 2000 [EOT]

.

-/J» ^

' ' * —— ' —— 1 —— 1 —— 11 3 B 10 16 21 99SCALE (MPH)

WIND SPEED (MPH) PERCENT OCCURRENCE1-3 3-6 6-10 " 10-16 1E-2P ">21 "

N 0.00 0.00 0.00 0.00 0.00 0.00

NNE 0.00 0.00 0.00 0.00 0.00 0.00

NE 0.00 0.00 0.00 0.00 0.00 0.00

ENE 0.00 0.00 0.00 0.00 0.00 0.00

E 0.00 2.29 0.00 0.00 0.00 0.00 '

ESE 1.53 18.32 0.00 0.00 0.00 0.00

SE 1.53 48.85 13.74 0.00 0.00 0.00

^ KSE 0.76 4.58 8.40 0.00 0.00 0.00

'

S, 2.29

\ \.

WIND SPEED (MPH) PERCENT1-3 3-6 6-10 10-16

S 0.00 0.00 0.00 0.00

SSW 0.00 0.00 0.00 0.00

SW 0.00 0.00 0.00 0.00

WSW 0.00 0.00 0.00 0.00W 0.00 0.00 0.00 0.00WNW 0.00 0.00 0.00 0.00NW 0.00 0.00 0.00 0.00

NNW 0.00 0.00 0.00 0.00

OCCURRENCE16-21 "~ *210.00 0.00

0.00 0.00

0.00 0.00

0.00 0.000.00 0.000.00 0.00

0.00 0.00

0.00 0.00

flR303503

APPENDIX J

Soil Gas Screening Results

/5R303501*

Summary of Soil Gas Survey

Results from Survey of Landfill GasesGridAR06-LGA

SampleLocationAR06-LGA-01AR06-LGA-02AR06-LGA-03AR06-LGA-04AR06-LGA-05AR06-LGA-06AR06-LGA-07AR06-LGA-08AR06-LGA-09AR06-LGA-10AR06-LGA-11AR06-LGA-12AR06-LGA-13AR06-LGA-14AR06-LGA-15AR06-LGA-16AR06-LGA-17AR06-LGA-18AR06-LGA-19AR06-LGA-20AR06-LGA-21AR06-LGA-22

Date17-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-9217-Jun-92

Monitoring Results (% Composition)Methane5.048.5 '5.80.00.00.053.34.40.00.02.18.050.61.611.86.11.643.30.012.03.020.5

Carbon Dioxide5.041.76.03.0

_ 5.00.029.15.20.99.63.510.341.44.816.98.313.823.33.617.18.323.5

Oxygen16.04.516.918.617.521.42.518.020.012.27.912.23.114.39.715.68.87.818.69.115.57.4

AR3035Q5

Summary of Soil Gas Survey(cont'd)

Results from Survey of Landfill GasesGridAR07-LGA

SampleLocationAR07-LGA-01AR07-LGA-02AR07-LGA-03AR07-LGA-04AR07-LGA-05AR07-LGA-06AR07-LGA-07AR07-LGA-08AR07-LGA-09AR07-LGA-10AR07-LGA-11AR07-LGA-12AR07-LGA-13AR07-LGA-14AR07-LGA-15AR07-LGA-16AR07-LGA-16(Duplicate)AR07-LGA-17AR07-LGA-18AR07-LGA-19AR07-LGA-20AR07-LGA-21AR07-LGA-22AR07-LGA-23AR07-LGA-24

Date18-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-92

18-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-92

Monitoring Results (% Composition)Methane0.30.820.730.19.64.80.015.111.111.915.80.00.042.50.064.753.6

0.00.058.81.851.452.362.351.9

Carbon Dioxide4.40.810.612.58.44.30.910.49.49.420.40.52.130.86.622.916.9

1.52.833.02.839.740.320.717.7

Oxygen14.219.713.510.613.917.220.614.516.013.89.920.619.66.815.98.25.3

19.218.83.619.63.23.04.96.4

SR303506

Summary of Soil Gas Survey(cont'd)

Results from Survey of Landfill GasesGridAR08-LGA

1 SampleLocationAR08-LGA-01AR08-LGA-02AR08-LGA-03AR08-LGA-04AR08-LGA-05AR08-LGA-06AR08-LGA-07AR08-LGA-08AR08-LGA-09AR08-LGA-10AR08-LGA-11AR08-LGA-12AR08-LGA-13AR08-LGA-14AR08-LGA-15AR08-LGA-16AR08-LGA-17AR08-LGA-18AR08-LGA-19AR08-LGA-20AR08-LGA-21(Inside Well LS-1)

Date18-Jun-9218-Jun-9218-Jun-9218-Jun-92ts-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-92

Monitoring Results (% Composition)Methane0.00.00.156.356.20.513.254.30.00.50.00.052.50.00.00.00.00.016.641.624.3

Carbon Dioxide0.12.50.736.534.03.210.042.61.11.74.23.341.70.70.40.91.60.613.228.518.4

Oxygen20.818.320.02.42.518.911.63.119.719.817.518.02.520.519.819.520.020.710.96.812.2

Summary of Soil Gas Survey(cont'd)

Results from Survey of Landfill GasesPerimeter Locations

SampleLocationAR09-LGA-01

AR09-LGA-02AR09-LGA-03AR09-LGA-04AR09-LGA-05AR09-LGA-06

Date18-Jun-9218-Jun-9218-Jun-9218-Jun-9218-Jun-9218~Jun-92

Monitoring Results (% Composition)Methane0.00.20.80.00.00.0

Carbon Dioxide1.38.50.80.62.02.4

Oxygen19.715.420.220.519.219.0

SR3Q3508

APPENDIX K

Landfill Settlement Point Elevation Summary

AR303509

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