3001_ Davie_MSW_Oct2014_2ndSemiAnnual_DIN26294_20150105

GRry
ENCINEERINC, INC.
January 5, 2015
Conrpliance Unit
NCDENR-DWM, Solirj Waste tsection
1646 Mail Service Center
Ralerigh, NC 27699-1646
Re: MSW Landfill Monitorino
Davie County MSW l_ariotill
360 Datton Rd, Mocksviile
Project #202.0j9
Dear Sir/Madam:
All surface water samp,ling sites are compliant. All c&D monitoring wells are complianl with the exception ofMW-g which registererl 2L exceedances of cadmiurn
"no cr,ror,rr.
with respect to MSW r:ompliance network Tol,-tg_lin_g yells, you wiil note that accordins' to the Exceedancesumrmary Table, compltance monitoring wetts MW-4"(il;;;;iMW-16D (Benzene, Tertrachtoroethene,Trichloroethene, Vinyl chloride) show rietwork monitoring welt2l exceedances.
Sieveral special Nature and Extent wells that are not parl of the normar compliance network were sampled (seethe sampling map pror'rided). 2L exceedances were found in well MW-1gD rieir".r.rioio,ethene, Vinyl chloride).
You willfurther note that Mw-22, a specialwell on the adjacent property down gradient from MW-16D and MW19-D shows no exceeoances.
In ther past, the county has coordinated with Ms. Elizabeth werner in its response strategy and intends tocontinue that coordination in the near future.
lf you should have any questionrs, do not hesitate to contact me.
Sincerely,
Grey Engineering, Incn.4 11,/,7"-L=vf L -__//John C. Grey, pE
Cc: Mr. Mike Ruffin, Davie County Manager
lVlr. Ed Henriques, S&ME, Envir'nm6ntal Department Manager
ONLY:Data - Email CD loaded: Yes / No Doc/Event #:
DENR Environmental MonitoringDivision of Waste Management - Solid Waste'r vv'rv v'qors Reporting FormNotice:Thisformandanyinformationattachedtoitare''PUb|icRecords,'aSdefinedinNCGenera|Statute132-1AsSum
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:. Prepare one form for each individually monitored unrit.. Please type or print legibly.
' Attach a notification table with values that attain or excered NC 2L groundwater standards or NC 28 surface werter standards The notiflcation
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off-siter source, pre-existingcondition, etc.).. Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.' Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby thefacility (NCAC 138 1tj29 (a)(a)(i). Send the original sigrred and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM. Solid WasteSection, 1646 Mail Service Center, Raleigh, NC 27699-1646
Grey Engineering, Inc.
Contact for questions about dlata formafting. Include data preparer's name, telephone number and E-mail address:
Name: John C Grey, Jr., PE phone: [phone]
E-mail: [e-mail]
NC Landflll Rule:
Facility Permit # (.0500 or '1600)
Actual sampling dates (e.9.,
October 20-24.2006\Facility name:
County MSW Landfill
Facility Address:
360 Dalton Rd., Mocksville. NC 27028 ril 20,2014
Environmental Status: (Gheck all that apply)
I Initial/llackground Monitoring A Detection Monitoring I AssessmentMonitoring I Corrective Action
of data submifted: (Check all that apply)
Groundwater monitoring data from monitoring wells
Groundwater monitoring data from private water supply wells
Leachate monitoring data
Surface water
Methiane gas monitoring data
Corrective action data (specify)
Othe(specify)
III
Notification attached?
No. No groundwater or surface water standards were exceeded.
Yes, a notiflcation of values erxceeding a groundwater or surface water standard is attached. lt includes a list of 1;roundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 213 surface water standard or NC Solid Waste GWPS andpreliminary analysis of tlre cause and significance of any concentration.
L__l Yes, a notification.of values exceeding an explosive methane gas limit is attached lt includes the met ane monitoring points, dates, samprevalues and explosive methane gas limits
Certification-To thtEest di my kn-owEdsA;i6e ffiFufthermore, I have attached comrplete notification of any sampling values meeting or exceeding groundwater standards or explosive gaslevels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater stanclards. I am aware that thereare significant penalties for mraking any false statement, representation, or ceftification including the possibility of a fine and imprisonment.
John C. Grey, ,1r., PE President 336-751-2110
Fac ty Title
/-{-tg
Post Office Box 9, Mocksville, N0 27028
Facility Representative Address
c-0909
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
Date
(Area Code) Telephone Number
t+- ----t-l _I DENR usE oNLY: | | lPaper Repod nElectronic Data - Enrail CD (data loaded: Yes / No ) Doc/Event #:M Environmental Monitoring
Division of Waste Manaqement - Solid Waste rtinq Form
ano any Records" as defined in NC
available for inspection and examination by any person upon request (NC General Statute 132-6).
lnstructions:. Prepare one form fon eaclh individually monitored unit.. Please $pe or print legibly.. Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 28 surface warter standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.9. naturally occurring, off-siter source, pre-existing
condition, etc.).. Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits. Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 138 .1ti29 (a)(a)(i). Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Sol id Waste Mon itorlngQa'[a Su bm ittal I nformatio n
-Nameof
entitysubmittingdatffi ioratory,consultant,f acilityowner):
Grey Engineering, Inc.
Contact for questions about dlata formatting. Include data preparer's name, telephone number and E-mail address:
Name: John C. Grey, Jr., PE Phone: [phone]
E-mail: [e-mail]
Facility name:
County O&D Landfill
Facility Address:
360 Dalton Rd.. l\ilocksville, NC 27028
NC Landflll Rule:
Facility Permit # (.0500 or .1600)Etil Actual sampling dates (e 9.,
October 20-24,2006\
20,2014
Environmental Status: (Check allthat apply)
I Initial/l3ackground Moniloring E Detection Monitoring I Assessment Monitoring I Corrective Action
of data submifted: (Gheck all that apply)
Groundwater monitoringy data from monitoring wells
Groundwater monitoring; data from private water supply wells
Leachate monitoring data
Surface water monil data
Methane gas monitoring data
Corrr:ctive action data (specify)
Othe(specify)
ITI
NottrX]
ification attached?
No. No groundwater or surface water standards were exceeded.
Yes, a notification of values exceeding a groundwater or surface water standard is attached. lt includes a list of lgroundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 213 surface water standard or NC Solid Waste GWPS andpreliminary analysis of the cause and signilicance of any concentration.
L_l Yes, a notification of values exceeding an explosive methane gas limit is attached lt includes the met ane monitoring points, dates, sample
values and explosive methane gas limits
Certification
To the best ot my knowledge, the information reported and statements made orn this data submittal and attachments are true and correct.
Furthermore, I have aftachedl complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater stan(rards. I am aware that there
are significatrt penalties for ntaking any false statement, representation, or certification including the possibility Df a fine and imprisonment.
John C. Grey, Jr., PE President 336-751-2110
Post Office Box 9, Mocksville, NC 27028
Facility Representative Address
c-0909
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
(Area Code) Telephone Number
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g
/
L
6.68
MW
-
7

1
3
1

7
4
3
9
-
9
2
-
1

L
e
a
d

N
D
4.
9
0
ND
6.
9
1
ND

N
D

N
D

N
D

N
D
2.
6
9
1.
9
0
10
.
0

1
0

1
5

N
E

u
g
/
L
6.68
MW
-
9

3
4

7
4
4
0
-
4
3
-
9

C
a
d
m
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.
4
9

2
.
7
8
0.
3
6
1.
0

1

2

u
g
/
L
6.68
MW
-
9
51

7
4
4
0
-
4
7
-
3

C
h
r
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m
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m
1.
8
3

2
.
4
8
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7
3
1.
6
9

1
.
5
8
ND
1.
4
4
17
.
6
0
ND
89
.
4
0
1.
0
0
0

1
0
.
0

1
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1
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ug/L 7.04
MW
-
1
3
A
*
51

7
4
4
0
-
4
7
-
3

C
h
r
o
m
i
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m

N
D
21
.
5
0
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0
1
15
.
6
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1
5
.
6
0
9.
4
9

5
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12
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5
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7

6
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5
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1
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0

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1
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MW
-
1
6
D

1
6

7
1
-
4
3
-
2

B
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n
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1.
5
0

1
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6
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5
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2
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9
0

2
.
4
0
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2
0
0

1
.
0

1

1

N
E

u
g
/
L
6.16
MW
-
1
6
D

1
3
7

7
5
-
0
9
-
2

M
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t
h
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l
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c
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4
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7
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5
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1
.
6
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6
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N
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N
D
0.
5
3
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0

1

5

2
.
6

u
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L
6.16
MW
-
1
6
D

1
9
2

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2
7
-
1
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4

T
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t
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a
c
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t
h
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n
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2.
5
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3
.
1
0

2
.
9
0

3
.
0
0

3
.
2
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3
.
7
0

3
.
9
0

1
.
2
0

4
.
2
0

4
.
2
0
0.
0
9
9
1.
0

1

0
.
7

N
E

u
g
/
L
6.16
MW
-
1
6
D

2
0
1

7
9
-
0
1
-
6

T
r
i
c
h
o
l
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t
h
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n
e
1.
7
0

1
.
9
0

1
.
7
0

2
.
1
0

2
.
0
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2
.
5
0

2
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8
0

0
.
8
6

2
.
8
0
3.
2
0
0.
3
8
0
1.
0

1

3

N
E

u
g
/
L
6.16
MW
-
1
6
D

2
1
1

7
5
-
0
1
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4

V
i
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l

C
h
l
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e
0.
8
2

0
.
7
4
ND
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6
8

0
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8
1

1
.
2
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1
.
0
0
ND
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7
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1
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1
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0.
0
8
3

1
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0

1

0
.
0
3

N
E

u
g
/
L
6.16
MW
-
1
7

5
1

7
4
4
0
-
4
7
-
3

C
h
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o
m
i
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m

N
D

N
D
ND
ND
13
.
6
4.
4
0
16
.
7
0
ND

N
D
1.
9
1
J
1.
0
0
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1
0
.
0

1
0

1
0
ug/L 7.04
MW
-
1
7
13
1

7
4
3
9
-
9
2
-
1

L
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a
d
ND

N
D
ND
ND
23
.
4
7.
8
8
22
.
6
0
ND

N
D

N
D
1.
9
0
10
.
0

1
0

1
5

N
E

u
g
/
L
6.68
MW
-
1
9
D
*
*
19
2
12
7
-
1
8
-
4

T
e
t
r
a
c
h
l
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r
o
e
t
h
e
n
e

N
D

N
D

N
D
2.
7
0

2
.
5
0

3
.
1
0

2
.
4
0

2
.
8
0

2
.
6
0

2
.
6
0
0.
0
9
9

1
.
0

1

0
.
7

N
E
ug/L 6.48
MW
-
1
9
D
*
*

2
1
1

7
5
-
0
1
-
4

V
i
n
y
l

c
h
l
o
r
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d
e

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.
4
7

0
.
7
6

0
.
6
3
J
0.
0
8
3
1.
0

1

0
.
0
3

N
E

u
g
/
L
6.22
MW
-
2
1
*
*
16
10
8
-
9
0
-
7

B
e
n
z
e
n
e

N
D

N
D

N
D
14
.
0
0
ND

N
D

N
D

N
D

N
D

N
D
0.
0
5
0

1
.
0

1

1

N
E

u
g
/
L
6.84
MW
-
2
1
*
*
51
74
4
0
-
4
7
-
3

C
h
r
o
m
i
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m

N
D

N
D

N
D
13
.
2
0
3.
2
8
ND

N
D

N
D

N
D

N
D
1.
0
0
0

1
0
.
0

1
0

1
0

u
g
/
L
6.84
*
B
a
c
k
g
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u
n
d

W
e
l
l
**

N
a
t
u
r
e

a
n
d

E
x
t
e
n
t

W
e
l
l
s
6/
2
0
/
2
0
1
6
Page 1 of 1
Da
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M
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W

L
a
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d
f
i
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l

S
e
m
i
-
A
n
n
u
a
l

M
o
n
i
t
o
r
i
n
g
No
v
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m
b
e
r

2
0
1
4

S
a
m
p
l
i
n
g

E
v
e
n
t
De
t
e
c
t
i
o
n

S
u
m
m
a
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y

T
a
b
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w
i
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h

H
i
s
t
o
r
y
WE
L
L

A
p
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1
0

N
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v
-
1
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A
p
r
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1
1

N
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1
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A
p
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1
2

N
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1
2

J
u
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-
1
3

N
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v
-
1
3

M
a
y
-
1
4

N
o
v
-
1
4
ID

S
W
I
D

C
A
S

P
A
R
A
M
E
T
E
R

R
E
S
U
L
T

R
E
S
U
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R
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S
U
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R
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S
U
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R
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S
U
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R
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S
U
L
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R
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S
U
L
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R
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S
U
L
T

R
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S
U
L
T

R
E
S
U
L
T

C
o
d
e
MDL

M
R
L

S
W
S
L

2
L
GWP

U
n
i
t
s
MW
-
2

1
9
9

1
0
6
-
4
6
-
7

1
,
4
-

D
i
c
h
l
o
r
o
b
e
n
z
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n
e

N
D
0.
7
7
ND

N
D
0.
5
4

0
.
5
9
ND

N
D

N
D
0.
6
0
J
0.380 1.0

1

6

u
g
/
L
MW
-
2

3

6
7
-
6
4
-
1

A
c
e
t
o
n
e

N
D
3.
6
0
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.500 5.0

1
0
0

6
0
0
0

u
g
/
L
MW
-
2

1
4

7
4
4
0
-
3
8
-
2

A
r
s
e
n
i
c

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.800 10.0

1
0

1
0

u
g
/
L
MW
-
2

1
5

7
4
4
0
-
3
9
-
3

B
a
r
i
u
m
72
.
9

8
7
.
0

7
6
.
3

9
6
.
6
0

1
0
7
.
0
0

9
9
.
3
0

8
7
.
0
0

9
6
.
0
0

4
0
.
2
0

1
0
2
.
0
0
1.000 10.0

1
0
0

7
0
0

u
g
/
L
MW
-
2

1
6

7
1
-
4
3
-
2

B
e
n
z
e
n
e

N
D
0.
4
5
ND

N
D

N
D
0.
4
2
ND

N
D

N
D

N
D
0.200 1.0

1

1

u
g
/
L
MW
-
2

3
4

7
4
4
0
-
4
3
-
9

C
a
d
m
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.
4
8
ND

N
D
0.090 1.0

1

2

u
g
/
L
MW
-
2

4
1

7
5
-
0
0
-
3

C
h
l
o
r
o
e
t
h
a
n
e

N
D
0.
4
1
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.300 1.0

1
0

3
0
0
0

u
g
/
L
MW
-
2

1
3
7

7
4
-
8
7
-
3

C
h
l
o
r
o
m
e
t
h
a
n
e

N
D
1.
3
0
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.300 1.0

1
0
.
0

3

u
g
/
L
MW
-
2

5
1

7
4
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m
2.
4
1

1
.
0
9
ND

N
D
2.
0
9
ND

N
D

N
D

N
D

N
D
1.000

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
2

7
8

1
5
6
-
5
9
-
2

c
i
s
-
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
e
n
e

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.360 1.0

5

7
0

u
g
/
L
MW
-
2

1
3
1

7
4
3
9
-
9
2
-
1

L
e
a
d
2.
1
6
ND
2.
0
3
ND

N
D
1.
9
2
ND

N
D

N
D

N
D
1.900 10.0

1
0

1
5

u
g
/
L
MW
-
3

1
9
9

1
0
6
-
4
6
-
7

1
,
4
-

D
i
c
h
l
o
r
o
b
e
n
z
e
n
e

N
D
0.
7
6

0
.
9
1

1
.
2
0

0
.
8
9

1
.
1
0
ND
0.
8
3

0
.
6
8

1
.
2
0
0.380 1.0

1

6

u
g
/
L
MW
-
3

3

6
7
-
6
4
-
1

A
c
e
t
o
n
e

N
D
3.
1
0
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.500 5.0

1
0
0

6
0
0
0

u
g
/
L
MW
-
3

1
4

7
4
4
0
-
3
8
-
2

A
r
s
e
n
i
c

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.800 10.0

1
0

1
0

u
g
/
L
MW
-
3

1
5

7
4
4
0
-
3
9
-
3

B
a
r
i
u
m
13
.
0

1
9
.
3

1
8
.
0

2
5
.
3
0

2
8
.
6
0

2
4
.
9
0

2
7
.
2
0

6
4
.
7
0

6
2
.
3
0

4
0
.
2
0
J
1.000 10.0

1
0
0

7
0
0

u
g
/
L
MW
-
3

3
4

7
4
4
0
-
4
3
-
9

C
a
d
m
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.090 1.0

1

2

u
g
/
L
MW
-
3

3
9

1
0
8
-
9
0
-
7

C
h
l
o
r
o
b
e
n
z
e
n
e

N
D
0.
8
1
ND
1.
5
0

0
.
8
3

1
.
6
0
ND
0.
7
5

0
.
4
6

1
.
4
0
J
0.270

1
.
0

3

5
0

u
g
/
L
MW
-
3

1
3
7

7
4
-
8
7
-
3

C
h
l
o
r
o
m
e
t
h
a
n
e

N
D
0.
4
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.300 1.0

1
0
.
0

3

u
g
/
L
MW
-
3

5
1

7
4
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m

N
D

N
D

N
D

N
D
5.
6
0
ND

N
D
10
.
3
0
9.
9
1

9
.
1
9
J
1.000

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
3

1
3
1

7
4
3
9
-
9
2
-
1

L
e
a
d

N
D

N
D
2.
6
6
ND
3.
2
1
ND

N
D
6.
1
7

7
.
9
1

3
.
0
9
J
1.900

1
0
.
0

1
0

1
5

u
g
/
L
MW
-
3

1
8
3

7
7
8
2
-
4
9
-
2

S
e
l
e
n
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
3.400

1
0
.
0

1
0

2
0

u
g
/
L
MW
-
4

7
5

7
5
-
3
4
-
3

1
,
1
-
D
i
c
h
l
o
r
o
e
t
h
a
n
e
2.
0

3
.
0

3
.
1

2
.
5
0

1
.
2
0

3
.
0
0

0
.
4
2

1
.
0
0
ND
1.
1
0
J
0.050 1.0

5

6

u
g
/
L
MW
-
4

1
9
9

1
0
6
-
4
6
-
7

1
,
4
-

D
i
c
h
l
o
r
o
b
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n
z
e
n
e
1.
6

3
.
1

4
.
4

3
.
8
0

1
.
7
0

4
.
3
0

1
.
0
0

2
.
4
0

0
.
6
3

3
.
5
0
0.100 1.0

1

6

u
g
/
L
MW
-
4

1
4

7
4
4
0
-
3
8
-
2

A
r
s
e
n
i
c

N
D

N
D

N
D
3.
7
5
ND

N
D

N
D

N
D

N
D
5.
6
7
J
2.800 10.0

1
0

1
0

u
g
/
L
MW
-
4

3

6
7
-
6
4
-
1

A
c
e
t
o
n
e

N
D
2.
6
0
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.500 5.0

1
0
0

6
0
0
0

u
g
/
L
MW
-
4

1
5

7
4
4
0
-
3
9
-
3

B
a
r
i
u
m
93
.
4

8
6
.
0

1
1
0
.
0

1
2
4
.
0
0

1
1
2
.
0
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1
2
5
.
0
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7
6
.
7
0

1
0
6
.
0
0

7
1
.
7
0

1
1
8
.
0
0
1.000 10.0

1
0
0

7
0
0

u
g
/
L
MW
-
4

1
6

1
0
8
-
9
0
-
7

B
e
n
z
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1.
8

1
.
9

2
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5

2
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4
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1
.
8
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2
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1
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.
4
0
ND
1.
5
0
0.050

1
.
0

1

1

u
g
/
L
MW
-
4

3
4

7
4
4
0
-
4
3
-
9

C
a
d
m
i
u
m
ND

N
D

N
D

N
D

N
D

N
D

N
D
0.
5
9
ND

N
D
0.360 1.0

1

2

u
g
/
L
MW
-
4

3
9

1
0
8
-
9
0
-
7

C
h
l
o
r
o
b
e
n
z
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n
e
0.
6
6

1
.
0
0

1
.
2
0

1
.
2
0

0
.
9
6

1
.
3
0

0
.
7
4

1
.
4
0
ND
1.
6
0
J
0.069

1
.
0

3

5
0

u
g
/
L
MW
-
4

4
1

7
5
-
0
0
-
3

C
h
l
o
r
o
e
t
h
a
n
e
2.
2
0

2
.
6
0
ND
1.
7
0
ND

N
D

N
D

N
D

N
D

N
D
0.180 1.0

1
0

3
0
0
0

u
g
/
L
MW
-
4

1
3
7

7
4
-
8
7
-
3

C
h
l
o
r
o
m
e
t
h
a
n
e

N
D
1.
2
0
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.340 1.0

1
.
0

3

u
g
/
L
MW
-
4

5
1

7
4
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m

N
D

N
D

N
D

N
D
1.
0
4
ND

N
D

N
D

N
D

N
D
1.000

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
4

7
8

1
5
6
-
5
9
-
2

c
i
s
-
1
,
2
-
D
i
c
h
l
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t
h
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4.
3
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6
.
9
0

9
.
2
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6
.
2
0

2
.
5
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9
.
8
0

0
.
8
8

5
.
0
0
ND
5.
1
0
0.075 1.0

5

7
0

u
g
/
L
MW
-
4

6
6

1
2
4
-
4
8
-
1

D
i
b
r
o
m
o
c
h
l
o
r
o
m
e
t
h
a
n
e

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.320 1.0

3
.
0

0
.
4

u
g
/
L
MW
-
4

7
9

1
5
6
-
6
0
-
5

t
r
a
n
s
-
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
e
n
e

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.340 1.0

5

1
0
0

u
g
/
L
MW
-
4

1
3
1

7
4
3
9
-
9
2
-
1

L
e
a
d

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.
2
8
ND

J
1.900

1
0
.
0

1
0

1
5

u
g
/
L
MW
-
4

2
0
1

7
9
-
0
1
-
6

T
r
i
c
h
l
o
r
o
e
t
h
e
n
e

N
D

N
D

N
D

N
D

N
D
0.
4
6
ND

N
D

N
D

N
D
0.130 1.0

1

3

u
g
/
L
MW
-
4

2
1
1

7
5
-
0
1
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4

V
i
n
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l

c
h
l
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r
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d
e
0.
4
2

0
.
8
0
ND

N
D
0.
4
9
ND

N
D

N
D

N
D

N
D
0.083 1.0

1

0
.
0
3

u
g
/
L
MW
-
4

1
8
3

7
7
8
2
-
4
9
-
2

S
e
l
e
n
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
3.400

1
0
.
0

1
0

2
0

u
g
/
L
6/
2
0
/
2
0
1
6
Page 1 of 4
Da
v
i
e

C
o
u
n
t
y

M
S
W

L
a
n
d
f
i
l
l

S
e
m
i
-
A
n
n
u
a
l

M
o
n
i
t
o
r
i
n
g
No
v
e
m
b
e
r

2
0
1
4

S
a
m
p
l
i
n
g

E
v
e
n
t
De
t
e
c
t
i
o
n

S
u
m
m
a
r
y

T
a
b
l
e

w
i
t
h

H
i
s
t
o
r
y
WE
L
L

A
p
r
-
1
0

N
o
v
-
1
0

A
p
r
-
1
1

N
o
v
-
1
1

A
p
r
-
1
2

N
o
v
-
1
2

J
u
n
-
1
3

N
o
v
-
1
3

M
a
y
-
1
4

N
o
v
-
1
4
ID

S
W
I
D

C
A
S

P
A
R
A
M
E
T
E
R

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
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R
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S
U
L
T

R
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S
U
L
T

R
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S
U
L
T

R
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S
U
L
T

R
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S
U
L
T

C
o
d
e
MDL

M
R
L

S
W
S
L

2
L
GWP

U
n
i
t
s
MW
-
1
3
A
*
15
74
4
0
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3
9
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3
Ba
r
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m

N
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53
.
5
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1
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8
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4
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9
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6
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1
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1.000 10.0

1
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7
0
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u
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L
MW
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1
3
A
*
13
7
74
-
8
7
-
3
Ch
l
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o
m
e
t
h
a
n
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N
D
0.
7
2
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.300 1.0

1
0
.
0

3

u
g
/
L
MW
-
1
3
A
*
51
74
4
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4
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3
Ch
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m
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m

N
D
21
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5
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5.
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1
15
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6
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5
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6
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9.
4
9

5
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1
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12
.
5
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3.
6
7

6
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5
7
J
1.000

1
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.
0

1
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1
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u
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/
L
MW
-
1
3
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*
13
1
74
3
9
-
9
2
-
1
Le
a
d

N
D
7.
5
5

4
.
2
7

8
.
0
9

6
.
7
1

6
.
2
4

2
.
9
6

6
.
6
6
ND

N
D
1.900

1
0
.
0

1
0

1
5

u
g
/
L
MW
-
1
6
S

7
5

7
5
-
3
4
-
3

1
,
1
-
D
i
c
h
l
o
r
o
e
t
h
a
n
e

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.
5
J
0.050 1.0

5

6

u
g
/
L
MW
-
1
6
S

3

6
7
-
6
4
-
1

A
c
e
t
o
n
e

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.500

5
.
0

1
0
0

6
0
0
0

u
g
/
L
MW
-
1
6
S

1
4

7
4
4
0
-
3
8
-
2

A
r
s
e
n
i
c

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.800

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
1
6
S

1
5

7
4
4
0
-
3
9
-
3

B
a
r
i
u
m
69
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9
0

3
6
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0
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5
1
.
3
0

8
3
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9
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2
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9
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6
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6
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6
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0
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1
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1.000 10.0

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7
0
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u
g
/
L
MW
-
1
6
S

3
4

7
4
4
0
-
4
3
-
9

C
a
d
m
i
u
m
1.
5
2
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.360 1.0

1

2

u
g
/
L
MW
-
1
6
S

1
3
7

7
4
-
8
7
-
3

C
h
l
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r
o
m
e
t
h
a
n
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N
D
0.
6
7
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.300 1.0

1
0
.
0

3

u
g
/
L
MW
-
1
6
S

5
1

7
4
4
0
-
4
7
-
3

C
h
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m
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m
3.
3
1

1
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8
7

2
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2
5

3
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3
1

3
.
5
7

1
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8
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4
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2
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2
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9
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1
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2
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5
4
J
1.000

1
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1
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1
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u
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L
MW
-
1
6
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7
8

1
5
6
-
5
9
-
2

c
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s
-
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
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N
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N
D

N
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N
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N
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N
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N
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N
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N
D
0.
4
2
J
0.075 1.0

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7
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u
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L
MW
-
1
6
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1
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1

7
4
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9
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9
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L
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5
ND
7.
9
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1.900

1
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1
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1
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u
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L
MW
-
1
6
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1
8
3

7
7
8
2
-
4
9
-
2

S
e
l
e
n
i
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m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.700

1
0
.
0

1
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2
0

u
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/
L
MW
-
1
6
D

7
5

7
5
-
3
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1
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0.050 1.0

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6

u
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L
MW
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7
7

7
5
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5
-
4

1
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c
h
l
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t
h
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N
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N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.140

1
.
0

5

7
ug/L
MW
-
1
6
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1
9
9

1
0
6
-
4
6
-
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1
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4
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ND
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0
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1
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8
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0.100 1.0

1

6

u
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L
MW
-
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1
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4
4
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B
a
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94
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7
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3
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5
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4
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0
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1
1
9
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0
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1.00 10.0

1
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7
0
0

u
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L
MW
-
1
6
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1
6

7
1
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4
3
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B
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1.
5
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1
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6
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1
.
5
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6
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4
0
ND
2.
2
0
ND
1.
9
0

2
.
4
0
0.050

1
.
0

1

1

u
g
/
L
MW
-
1
6
D

3
4

7
4
4
0
-
4
3
-
9

C
a
d
m
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.
4
0
ND

N
D
0.360 1.0

1

2

u
g
/
L
MW
-
1
6
D

4
1

7
5
-
0
0
-
3

C
h
l
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t
h
a
n
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2.
2
0

1
.
2
0
ND
0.
9
5
ND

N
D
1.
6
0
ND
2.
5
0
ND
0.180

1
.
0

1
0

3
0
0
0

u
g
/
L
MW
-
1
6
D

1
3
7

7
4
-
8
7
-
3

C
h
l
o
r
o
m
e
t
h
a
n
e

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.300 1.0

1
0
.
0

3

u
g
/
L
MW
-
1
6
D

5
1

7
4
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.000

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
1
6
D

7
8

1
5
6
-
5
9
-
2

c
i
s
-
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
e
n
e
6.
9
0

6
.
7
0

6
.
2
0

8
.
1
0

8
.
5
0

1
0
.
0
0

1
2
.
0
0

3
.
2
0

1
4
.
0
0

2
1
.
0
0
0.075 1.0

5

7
0

u
g
/
L
MW
-
1
6
D

1
3
1

7
4
3
9
-
9
2
-
1

L
e
a
d

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.600

1
0
.
0

1
0

1
5

u
g
/
L
MW
-
1
6
D

1
3
7

7
5
-
0
9
-
2

M
e
t
h
y
l
e
n
e

c
h
l
o
r
i
d
e
2.
4
0

1
.
7
0

1
.
5
0

1
.
6
0

1
.
6
0

1
.
5
0

1
.
6
0
ND

N
D

N
D
0.070 1.0

1

5

u
g
/
L
MW
-
1
6
D

2
1
2

9
5
-
4
7
-
6

o
-
X
y
l
e
n
e
0.
5
4

0
.
5
9
ND

N
D

N
D
0.
4
0

0
.
4
5
ND

N
D

N
D
0.088

1
.
0

N
E

5
0
0

u
g
/
L
MW
-
1
6
D

1
9
2

1
2
7
-
1
8
-
4

T
e
t
r
a
c
h
l
o
r
o
e
t
h
e
n
e
2.
5
0

3
.
1
0

2
.
9
0

3
.
0
0

3
.
2
0

3
.
7
0

3
.
9
0

1
.
2
0

4
.
2
0

4
.
2
0
0.099 1.0

1

0
.
7

u
g
/
L
MW
-
1
6
D

3
4
6

1
3
3
0
-
2
0
-
7

T
o
t
a
l

X
y
l
e
n
e
s

0.
5
4

0
.
5
9
ND

N
D

N
D

N
D
0.
4
5
ND

N
D

N
D
0.220 1.0

5

5
0
0

u
g
/
L
MW
-
1
6
D

7
9

1
5
6
-
6
0
-
5

t
r
a
n
s
-
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
e
n
e

N
D
0.
5
1
ND

N
D
0.
4
6

0
.
4
3

0
.
6
0
ND
0.
8
2

0
.
6
3
J
0.340 1.0

5

1
0
0

u
g
/
L
MW
-
1
6
D

2
0
1

7
9
-
0
1
-
6

T
r
i
c
h
l
o
r
o
e
t
h
e
n
e
1.
7
0

1
.
9
0

1
.
7
0

2
.
1
0

2
.
0
0

2
.
5
0

2
.
8
0

0
.
8
6

2
.
8
0
3.
2
0
0.130 1.0

1

3

N
E

u
g
/
L
MW
-
1
6
D

2
0
1

7
5
-
6
9
-
4

T
r
i
c
h
l
o
r
o
f
l
o
u
r
o
m
e
t
h
a
n
e
0.
8
1

0
.
5
8
ND

N
D
0.
4
6
ND

N
D

N
D
0.
4
5
ND
0.150

1
.
0

1

2
0
0
0

u
g
/
L
MW
-
1
6
D

2
1
1

7
5
-
0
1
-
4

V
i
n
y
l

C
h
l
o
r
i
d
e
0.
8
2

0
.
7
4
ND
0.
6
8

0
.
8
1

1
.
2
0

1
.
0
0
ND
1.
7
0

1
.
1
0
0.083

1
.
0

1

0
.
0
3

u
g
/
L
MW
-
1
7

1
5

7
4
4
0
-
3
9
-
3

B
a
r
i
u
m
51
.
3
0

9
0
.
2
0

7
1
.
2
0

1
0
1
.
0
0

1
8
9
.
0
0

1
0
4
.
0
0

2
4
0
.
0
0

5
5
.
9
0

5
.
8
0

5
2
.
7
0
J
1.000 10.0

1
0
0

7
0
0

u
g
/
L
MW
-
1
7

3
4

7
4
4
0
-
4
3
-
9

C
a
d
m
i
u
m

N
D

N
D
1.
0
7
ND

N
D

N
D

N
D

N
D

N
D

N
D
0.090 1.0

1

2

u
g
/
L
MW
-
1
7

1
3
7

7
4
-
8
7
-
3

C
h
l
o
r
o
m
e
t
h
a
n
e

N
D
1.
1
0
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.300 1.0

1
0
.
0

3

u
g
/
L
MW
-
1
7

5
1

7
4
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m
3.
7
0

4
.
9
9

2
.
6
4

4
.
6
4

1
3
.
6
0

4
.
4
0
16
.
7
0
ND

N
D
1.
9
1
J
1.000

1
0
.
0

1
0

1
0

u
g
/
L
6/
2
0
/
2
0
1
6
Page 2 of 4
Da
v
i
e

C
o
u
n
t
y

M
S
W

L
a
n
d
f
i
l
l

S
e
m
i
-
A
n
n
u
a
l

M
o
n
i
t
o
r
i
n
g
No
v
e
m
b
e
r

2
0
1
4

S
a
m
p
l
i
n
g

E
v
e
n
t
De
t
e
c
t
i
o
n

S
u
m
m
a
r
y

T
a
b
l
e

w
i
t
h

H
i
s
t
o
r
y
WE
L
L

A
p
r
-
1
0

N
o
v
-
1
0

A
p
r
-
1
1

N
o
v
-
1
1

A
p
r
-
1
2

N
o
v
-
1
2

J
u
n
-
1
3

N
o
v
-
1
3

M
a
y
-
1
4

N
o
v
-
1
4
ID

S
W
I
D

C
A
S

P
A
R
A
M
E
T
E
R

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

C
o
d
e
MDL

M
R
L

S
W
S
L

2
L
GWP

U
n
i
t
s
MW
-
1
7

1
3
1

7
4
3
9
-
9
2
-
1

L
e
a
d
4.
4

8
.
0
4

5
.
1
9

6
.
6
8
23
.
4
0
7.
8
8
22
.
6
0
ND

N
D

N
D
1.900

1
0
.
0

1
0

1
5

u
g
/
L
MW
-
1
7

1
8
3

7
7
8
2
-
4
9
-
2

S
e
l
e
n
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.700

1
0
.
0

1
0

2
0

u
g
/
L
MW
-
1
8

1
4

7
4
4
0
-
3
8
-
2

A
r
s
e
n
i
c

N
D

N
D
3.
3
8
ND

N
D

N
D

N
D

N
D

N
D
6.
5
1
J
2.800

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
1
8
15
74
4
0
-
3
9
-
3

B
a
r
i
u
m
11
.
2
0

7
.
9
2

1
3
.
7

7
.
2
7

1
1
.
0
0

6
.
6
4

1
2
.
7
0

5
.
9
5
ND
6.
3
1
J
1.000 10.0

1
0
0

7
0
0

u
g
/
L
MW
-
1
8

1
3
7

7
4
-
8
7
-
3

C
h
l
o
r
o
m
e
t
h
a
n
e

N
D
0.
8
1
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.300 1.0

1
0
.
0

3

u
g
/
L
MW
-
1
8

3
4

7
4
4
0
-
4
3
-
9

C
a
d
m
i
u
m

N
D

N
D
0.
7
2
ND

N
D

N
D

N
D

N
D

N
D

N
D
0.090 1.0

1

2

u
g
/
L
MW
-
1
8
51
74
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m
3.
6
8

1
.
8
5

3
.
4
9

1
.
3
8

2
.
5
3

3
.
0
7

1
.
9
7

1
.
4
2

1
.
4
0

1
.
5
5
J
1.000

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
1
8
13
1
74
3
9
-
9
2
-
1

L
e
a
d
2.
2
0
ND
4.
9
8
ND

N
D

N
D

N
D

N
D

N
D

N
D
1.900

1
0
.
0

1
0

1
5

u
g
/
L
MW
-
1
8
18
6
10
0
-
4
2
-
5

S
t
y
r
e
n
e

N
D

N
D

N
D
1.
2
0
ND

N
D

N
D

N
D

N
D

N
D
0.053

1
.
0

1
.
0

1
0
0
0

u
g
/
L
MW
-
1
8
19
6
10
8
-
8
8
-
3

T
o
l
u
e
n
e

N
D

N
D

N
D
1.
2
0
ND

N
D

N
D

N
D

N
D

N
D
0.850

1
.
0

1
.
0

2
0

u
g
/
L
MW
-
1
9
S
*
*
14
74
4
0
-
3
8
-
2

A
r
s
e
n
i
c

N
D

N
D

N
D
4.
0
7
ND

N
D

N
D

N
D

N
D
8.
5
3
J
2.800

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
1
9
S
*
*
15
74
4
0
-
3
9
-
3

B
a
r
i
u
m

N
D

N
D

N
D
65
.
9
0

5
2
.
4
0

6
9
.
1
0

5
4
.
3
0

8
4
.
8
0

5
0
.
0
0

1
4
7
.
0
0
1.000

1
0
.
0

1
0

7
0
0

u
g
/
L
MW
-
1
9
S
*
*
51
74
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m

N
D

N
D

N
D
1.
5
4
ND

N
D

N
D

N
D

N
D

N
D
1.000

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
1
9
S
*
*

3
4
6

1
3
3
0
-
2
0
-
7

T
o
t
a
l

X
y
l
e
n
e
s

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.
4
6
ND

N
D
0.220 1.0

5

5
0
0

u
g
/
L
MW
-
1
9
D
*
*
75
75
-
3
4
-
3

1
,
1
-
D
i
c
h
l
o
r
o
e
t
h
a
n
e

N
D

N
D

N
D
3.
0
0

2
.
4
0

2
.
7
0

2
.
6
0

3
.
2
0

3
.
3
0

3
.
8
0
J
0.050

1
.
0

5

6

u
g
/
L
MW
-
1
9
D
*
*
19
9
10
6
-
4
6
-
7

1
,
4
-
D
i
c
h
l
o
r
o
b
e
n
z
e
n
e

N
D

N
D

N
D
0.
8
1

0
.
7
4

0
.
7
4

0
.
7
9

1
.
0
0

0
.
8
3

1
.
2
0
0.100

1
.
0

1

6

u
g
/
L
MW
-
1
9
D
*
*
15
74
4
0
-
3
9
-
3

B
a
r
i
u
m

N
D

N
D

N
D
36
.
8
0

3
9
.
7
0

3
7
.
3
0

4
1
.
0
0

4
3
.
1
0

4
3
.
9
0

4
5
.
2
0
J
1.000

1
0
.
0

1
0

7
0
0

u
g
/
L
MW
-
1
9
D
*
*
16
10
8
-
9
0
-
7

B
e
n
z
e
n
e

N
D

N
D

N
D
0.
7
4

0
.
5
2

0
.
6
6

0
.
6
3

0
.
7
9
ND
0.
8
1
J
0.050

1
.
0

1

1

u
g
/
L
MW
-
1
9
D
*
*
51
74
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m

N
D

N
D

N
D

N
D
2.
9
3
ND

N
D

N
D

N
D

N
D
1.000

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
1
9
D
*
*
78
15
6
-
5
9
-
2

c
i
s
-
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
e
n
e

N
D

N
D

N
D
5.
8
0

4
.
9
0

5
.
6
0

6
.
5
0

7
.
1
0

5
.
8
0

9
.
1
0
0.075

1
.
0

5

7
0

u
g
/
L
MW
-
1
9
D
*
*
19
2
12
7
-
1
8
-
4

T
e
t
r
a
c
h
l
o
r
o
e
t
h
e
n
e

N
D

N
D

N
D
2.
7
0

2
.
5
0

3
.
1
0

2
.
4
0

2
.
8
0

2
.
6
0

2
.
6
0
0.099

1
.
0

1

0
.
7

u
g
/
L
MW
-
1
9
D
*
*
20
1
79
-
0
1
-
6

T
r
i
c
h
l
o
r
o
e
t
h
e
n
e

N
D

N
D

N
D
1.
8
0

1
.
5
0

1
.
3
0

2
.
0
0

1
.
8
0

2
.
1
0

2
.
1
0
0.130

1
.
0

1

3

u
g
/
L
MW
-
1
9
D
*
*

2
1
1

7
5
-
0
1
-
4

V
i
n
y
l

C
h
l
o
r
i
d
e

N
D

N
D

N
D

N
D

N
D

N
D

N
D
0.
4
7

0
.
7
6

0
.
6
3
J
0.083

1
.
0

1

0
.
0
3

u
g
/
L
MW
-
2
1
*
*
15
74
4
0
-
3
9
-
3

B
a
r
i
u
m

N
D

N
D

N
D
22
.
8
0

1
2
.
2
0

1
1
.
2
0

1
3
.
0
0

1
2
.
5
0

1
2
.
9
0

1
2
.
4
0
J
1.000

1
0
.
0

1
0

7
0
0

u
g
/
L
MW
-
2
1
*
*
16
10
8
-
9
0
-
7

B
e
n
z
e
n
e

N
D

N
D

N
D
14
.
0
0
ND

N
D

N
D

N
D

N
D

N
D
0.050

1
.
0

1

1

u
g
/
L
MW
-
2
1
*
*
51
74
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m

N
D

N
D

N
D
13
.
2
0
3.
2
8
ND

N
D

N
D

N
D

N
D
1.000

1
0
.
0

1
0

1
0

u
g
/
L
MW
-
2
1
*
*
13
1
74
3
9
-
9
2
-
1

L
e
a
d

N
D

N
D

N
D
4.
2
0
ND

N
D

N
D

N
D

N
D

N
D
1.900

1
0
.
0

1
0

1
5

u
g
/
L
SW
-
1
3

6
7
-
6
4
-
1

A
c
e
t
o
n
e

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.500 5.0

1
0
0

6
0
0
0

u
g
/
L
SW
-
1
14

7
4
4
0
-
3
8
-
2

A
r
s
e
n
i
c

N
D

N
D
2.
8
2
ND

N
D

N
D

N
D

N
D

N
D

N
D
2.800

1
0
.
0

1
0

1
0

u
g
/
L
SW
-
1

1
5
74
4
0
-
3
9
-
3

B
a
r
i
u
m
21
.
9
0

1
8
.
8
0

1
9
.
3
0

2
7
.
2
0

2
4
.
0
0

2
3
.
6
0

2
6
.
5
0

1
6
.
7
0

3
5
.
8
0

2
3
.
6
0
J
1.000 10.0

1
0
0

7
0
0

u
g
/
L
SW
-
1

1
3
1
74
3
9
-
9
2
-
1

L
e
a
d

N
D

N
D
2.
3
4
ND

N
D

N
D

N
D

N
D

N
D

N
D
1.900 10.0

1
0

1
5

u
g
/
L
SW
-
1

1
8
4
74
4
0
-
2
2
-
4

S
i
l
v
e
r

N
D

N
D

N
D

N
D

N
D

N
D
2.
3
7
ND

N
D

N
D
1.900 10.0

1
0

2
0

u
g
/
L
SW
-
2
3

6
7
-
6
4
-
1

A
c
e
t
o
n
e

N
D
4.
3
0
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.500 5.0

1
0
0

6
0
0
0

u
g
/
L
SW
-
2
14

7
4
4
0
-
3
8
-
2

A
r
s
e
n
i
c

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.800

1
0
.
0

1
0

1
0

u
g
/
L
SW
-
2

1
5
74
4
0
-
3
9
-
3

B
a
r
i
u
m
24
.
5
0

2
0
.
6
0

2
3
.
0
0

2
8
.
9
0

2
3
.
5
0

2
8
.
1
0

3
0
.
4
0

1
8
.
4
0

2
6
.
9
0

2
2
.
9
0
J
1.000 10.0

1
0
0

7
0
0

u
g
/
L
6/
2
0
/
2
0
1
6
Page 3 of 4
Da
v
i
e

C
o
u
n
t
y

M
S
W

L
a
n
d
f
i
l
l

S
e
m
i
-
A
n
n
u
a
l

M
o
n
i
t
o
r
i
n
g
No
v
e
m
b
e
r

2
0
1
4

S
a
m
p
l
i
n
g

E
v
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n
t
De
t
e
c
t
i
o
n

S
u
m
m
a
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y

T
a
b
l
e

w
i
t
h

H
i
s
t
o
r
y
WE
L
L

A
p
r
-
1
0

N
o
v
-
1
0

A
p
r
-
1
1

N
o
v
-
1
1

A
p
r
-
1
2

N
o
v
-
1
2

J
u
n
-
1
3

N
o
v
-
1
3

M
a
y
-
1
4

N
o
v
-
1
4
ID

S
W
I
D

C
A
S

P
A
R
A
M
E
T
E
R

R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
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R
E
S
U
L
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R
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S
U
L
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R
E
S
U
L
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R
E
S
U
L
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R
E
S
U
L
T

R
E
S
U
L
T

R
E
S
U
L
T

C
o
d
e
MDL

M
R
L

S
W
S
L

2
L
GWP

U
n
i
t
s
SW
-
2

1
3
1
74
3
9
-
9
2
-
1

L
e
a
d

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.
1
4
ND
1.900 10.0

1
0

1
5

u
g
/
L
SW
-
2
18
3

7
7
8
2
-
4
9
-
2

S
e
l
e
n
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.700

1
0
.
0

1
0

2
0

u
g
/
L
SW
-
2
18
4

7
4
4
0
-
2
2
-
4

S
i
l
v
e
r

N
D

N
D

N
D

N
D

N
D

N
D
2.
3
6
ND

N
D

N
D
1.900

1
0
.
0

1
0

2
0

u
g
/
L
SW
-
3
3

6
7
-
6
4
-
1

A
c
e
t
o
n
e

N
D
6.
1
0
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.500 5.0

1
0
0

6
0
0
0

u
g
/
L
SW
-
3

1
5
74
4
0
-
3
9
-
3

B
a
r
i
u
m
59
.
3
0

5
8
.
7
0

7
5
.
4
0

5
2
.
7
0

6
6
.
7
0
ND

N
D

N
D

N
D

N
D
1.000 10.0

1
0
0

7
0
0

u
g
/
L
SW
-
3

5
1
74
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m

N
D
2.
6
5

1
.
7
1

3
.
8
5

1
.
7
6
ND

N
D

N
D

N
D

N
D
1.000

1
0
.
0

1
0

1
0

u
g
/
L
SW
-
3

1
3
1
74
3
9
-
9
2
-
1

L
e
a
d

N
D
2.
9
2
ND

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.900

1
0
.
0

1
0

1
5

u
g
/
L
SW
-
4
14

7
4
4
0
-
3
8
-
2

A
r
s
e
n
i
c
ND

N
D

N
D

N
D

N
D
3.
9
1
ND

N
D

N
D

N
D
2.800

1
0
.
0

1
0

1
0

u
g
/
L
SW
-
4

1
5
74
4
0
-
3
9
-
3

B
a
r
i
u
m
23
.
5
0

1
9
.
4
0

1
8
.
3
0

2
7
.
6
0

2
4
.
0
0

2
1
.
8
0

3
9
.
8
0

1
6
.
0
0

2
5
.
3
0

2
2
.
3
0
J
1.000 10.0

1
0
0

7
0
0

u
g
/
L
SW
-
4

5
1
74
4
0
-
4
7
-
3

C
h
r
o
m
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
1.000

1
0
.
0

1
0

1
0

u
g
/
L
SW
-
4
18
3

7
7
8
2
-
4
9
-
2

S
e
l
e
n
i
u
m

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
2.700

1
0
.
0

1
0

2
0

u
g
/
L
*
B
a
c
k
g
r
o
u
n
d

w
e
l
l
**

N
a
t
u
r
e

a
n
d

E
x
t
e
n
t

W
e
l
l
s
6/
2
0
/
2
0
1
6
Page 4 of 4
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes: No:x Weather:
Sampled By: Air Temp:
feet
feet
15.76 feet
Purge Method
Sample Method Start 1400 Stop 1425
Purge Rate ml/min
Control Settings On: sec. Start 1425 Stop 1430
Off: sec.
Pressure: psi
2" well:
height:15.76 x .163 = 2.56888
gallons liters x
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
1405 10/17/2014 16.50 6.34 1096.00 1.00
1410 10/17/2014 16.00 6.34 1089.00 1.00
1415 10/17/2014 15.99 6.34 1088.00 1.00
1420 10/17/2014 16.00 6.33 1084.00 1.00
1425 10/17/2014 16.01 6.34 1081.00 1.00
Final Readings 1425 10/17/2014 16.01 6.34 1081.00 1.00
*C units u S
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 7.7
Peristaltic Pump Purge Time
Sample Collection Time
1584-03-109
3001 MW-2
Gary Simcox
Sunny
65 *F
Friday, October 17, 2014
Height of water column:
Peristaltic Pump
200.0
Measuring point: Top of Casing
Well Purging & Sample Collection
Davie County Landfill Friday, October 17, 2014
Depth to well bottom from measuring point: 22.10
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 6.34
1430
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
23.49 feet
Purge Method
Sample Method Start 1200 Stop 1230
Purge Rate ml/min
Control Settings On: sec. Start 1230 Stop 1235
Off: sec.
Pressure: psi
2" well:
height:23.49 x .163 = 3.82887
gallons liters x
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
1205 10/17/2014 16.70 6.68 1235.00 3.00
1210 10/17/2014 15.80 6.48 1271.00 2.00
1215 10/17/2014 15.80 6.48 1277.00 2.00
1220 10/17/2014 15.10 6.62 1272.00 2.00
1225 10/17/2014 15.10 6.50 1276.00 2.00
1230 10/17/2014 15.20 6.51 1275.00 2.00
Final Readings 1230 10/17/2014 15.20 6.51 1275.00 2.00
*C units u S
Depth to well bottom from measuring point: 36.75
Height of water column:
Friday, October 17, 2014
Friday, October 17, 2014
Davie County Landfill
1584-03-109
3001 MW-3
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 13.26
1235
Sunny
60 *FGary Simcox
Peristaltic Pump
200
Measuring point: Top of Casing
Well Purging & Sample Collection
Peristaltic Pump Purge Time
Sample Collection Time
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 6.0
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 945 Stop 1015
Purge Rate ml/min
Control Settings On: sec. Start 1015 Stop 1020
Off: sec.
Pressure: psi
2" well:
height:18.88 x .163 = 3.07744
gallons liters x
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
950 10/17/2014 14.90 6.16 715.00 1.00
955 10/17/2014 14.90 6.16 729.00 1.00
1000 10/17/2014 14.90 6.18 728.00 1.00
1005 10/17/2014 14.90 6.21 711.00 1.00
1010 10/17/2014 15.00 6.18 697.00 1.00
1015 10/17/2014 14.90 6.25 688.00 1.00
Final Readings 1015 10/17/2014 14.90 6.25 688.00 1.00
*C units u S
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 6.0
Sample Collection Time
1584-03-109
3001 MW-4
Gary Simcox
Sunny
50 *F
Height of water column: 18.88
Peristaltic Pump
200
Measuring point: Top of Casing
Depth to well bottom from measuring point: 30.30
Friday, October 17, 2014
Well Purging & Sample Collection
Peristaltic Pump Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 11.42
1020
Davie County Landfill Friday, October 17, 2014
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 845 Stop 915
Purge Rate ml/min
Control Settings On: sec. Start 915 Stop 920
Off: sec.
Pressure: psi
2" well:
height:7.58 x .163 = 1.23554
gallons liters x
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
850 10/17/2014 15.10 5.99 139.30 1.00
855 10/17/2014 15.40 5.99 139.20 1.00
900 10/17/2014 15.40 5.99 136.20 1.00
905 10/17/2014 15.50 5.94 129.30 1.00
910 10/17/2014 15.60 5.93 125.70 1.00
915 10/17/2014 15.80 5.96 124.50 1.00
Final Readings 915 10/17/2014 15.80 5.96 124.50 1.00
*C units u S
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 7.92
920
Sunny
50 *F
Davie County Landfill
1584-03-109
3003 MW-6
Gary Simcox
Friday, October 17, 2014
Friday, October 17, 2014
Depth to well bottom from measuring point: 15.50
Height of water column: 7.58
Peristaltic Pump
200 Sample Collection Time
Measuring point: Top of Casing
Well Purging & Sample Collection
Peristaltic Pump Purge Time
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 6.0
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 735 Stop 815
Purge Rate ml/min
Control Settings On: sec. Start 815 Stop 820
Off: sec.
Pressure: psi
2" well:
height:2.27 x .163 = 1.8611503
gallons liters x
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
745 10/17/2014 13.30 6.03 78.00 2.00
755 10/17/2014 13.70 5.91 66.30 2.00
Final Readings 755 10/17/2014 13.70 5.91 66.30 1.00
*C units u S
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 5.6
Sample Collection Time
1584-03-109
3003 MW-7
Gary Simcox
Clear
45 *F
Height of water column: 2.27
Peristaltic Pump
100
Measuring point: Top of Casing
Depth to well bottom from measuring point: 20.60
Friday, October 17, 2014
Well Purging & Sample Collection
Peristaltic Pump Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 18.33
820
Davie County Landfill Friday, October 17, 2014
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 1500 Stop 1545
Purge Rate gpm
Control Settings On: sec. Start 1545 Stop 1550
Off: sec.
Pressure: psi
2" well:
height:12.25 x .163 = 1.99675
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
1505 10/16/2014 14.30 5.94 156.60 2.00
1515 10/16/2014 14.40 5.89 154.10 2.00
1525 10/16/2014 14.40 5.90 155.40 2.00
1535 10/16/2014 14.40 5.94 155.40 1.00
1545 10/16/2014 14.40 5.90 155.70 1.00
Final Readings 1545 10/16/2014 14.40 5.90 155.70 1.00
*C units u S
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 6.0
Sample Collection Time
1584-03-109
3003 MW-8a
Gary Simcox
Cloudy
65 *F
Height of water column: 12.25
Whaler Pump
0.5
Measuring point: Top of Casing
Depth to well bottom from measuring point: 32.70
Thursday, October 16, 2014
Well Purging & Sample Collection
Whaler Pump Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 20.45
1550
Davie County Landfill Thursday, October 16, 2014
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 1250 Stop
Purge Rate ml/min
Control Settings On: sec. Start Stop
Off: sec.
Pressure: psi
2" well:
height:1.15 x .163 = 0.18745
gallons liters x
Yes x No
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
Final Readings 1315 10/17/2014 16.50 5.98 176.50 2.00
*C units u S
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 1.5
Sample Collection Time
1584-03-109
3003 MW-9
Gary Simcox
Sunny
60 *F
Height of water column: 1.15
Bailer
100
Measuring point: Top of Casing
Depth to well bottom from measuring point: 15.90
Friday, October 17, 2014
Well Purging & Sample Collection
Bailer Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 14.75
1315
Davie County Landfill Friday, October 17, 2014
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 1250 Stop 1320
Purge Rate gpm
Control Settings On: sec. Start 1320 Stop 1325
Off: sec.
Pressure: psi
2" well:
height: 15.35 x .163 = 2.50205
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
1300 10/16/2014 16.00 7.06 261.00 2.00
1310 10/16/2014 15.90 7.56 214.00 2.00
1320 10/16/2014 16.00 7.44 200.00 1.00
=
Final Readings 1320 10/16/2014 16.00 7.44 200.00 1.00
*C units u S
Sample Collection Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 34.75
1325
Sunny
60 *F
Davie County Landfill
1584-03-109
3001 MW-13a
Gary Simcox
Thursday, October 16, 2014
Thursday, October 16, 2014
Field Analyses
Volume of water in well
Volume of water removed 7.5
Depth to well bottom from measuring point: 50.10
Height of water column: 15.35
Was well purged dry
Whaler Pump
0.3
Measuring point: Top of Casing
Well Purging & Sample Collection
Whaler Pump Purge Time
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 1125 Stop 1155
Purge Rate gpm
Control Settings On: sec. Start 1155 Stop 1200
Off: sec.
Pressure: psi
2" well:
height:10.6 x .163 = 1.7278
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
1135 10/16/2014 14.60 6.25 137.70 3.00
1145 10/16/2014 14.90 6.09 124.00 3.00
1155 10/16/2014 14.90 6.01 126.40 2.00
Final Readings 1155 10/16/2014 14.90 6.01 126.40 2.00
*C unit u S
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 5.2
Sample Collection Time
1584-03-109
3001 MW-16s
Gary Simcox
Sunny
55 *F
Height of water column: 10.60
Whaler Pump
0.5
Measuring point: Top of Casing
Depth to well bottom from measuring point: 25.65
Thursday, October 16, 2014
Well Purging & Sample Collection
Whaler Pump Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 15.05
1200
Davie County Landfill Thursday, October 16, 2014
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 1030 Stop 1105
Purge Rate gpm
Control Settings On: sec. Start 1105 Stop 1110
Off: sec.
Pressure: psi
2" well:
height:43.56 x .163 = 7.10028
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
1035 10/16/2014 14.40 6.34 454.00 1.00
1045 10/16/2014 14.60 6.12 533.00 1.00
1055 10/16/2014 14.60 6.07 543.00 1.00
1105 10/16/2014 14.60 6.04 548.00 1.00
Final Readings 1105 10/16/2014 14.60 6.04 548.00 1.00
*C units u S
Sample Collection Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 15.09
1110
P/Cloudy
55 *F
Davie County Landfill
1584-03-109
3001 MW-16d
Gary Simcox
Thursday, October 16, 2014
Thursday, October 16, 2014
Field Analyses
Volume of water in well
Volume of water removed 21.3
Depth to well bottom from measuring point: 58.65
Height of water column: 43.56
Was well purged dry
Whaler Pump
0.5
Measuring point: Top of Casing
Well Purging & Sample Collection
Whaler Pump Purge Time
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start Stop
Purge Rate gpm
Control Settings On: sec. Start Stop
Off: sec.
Pressure: psi
2" well:
height:12.45 x .163 = 2.02935
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
Final Readings 1655 10/16/2014 16.00 5.84 134.10 1.00
*C units u S
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 6.1
Sample Collection Time
1584-03-109
3001 MW-17
Gary Simcox
P/Cloudy
70 *F
Height of water column: 12.45
Bailer
0.25
Measuring point: Top of Casing
Depth to well bottom from measuring point: 61.40
Thursday, October 16, 2014
Well Purging & Sample Collection
Whaler Pump Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 48.95
1700
Davie County Landfill Thursday, October 16, 2014
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 1715 Stop 1750
Purge Rate gpm
Control Settings On: sec. Start 1750 Stop 1755
Off: sec.
Pressure: psi
2" well:
height:13.4 x .163 = 2.1842
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
1720 10/16/14 14.70 5.93 97.90 1.00
1730 10/16/14 14.80 5.85 98.40 1.00
1740 10/16/14 14.70 5.88 97.00 1.00
1750 10/16/14 14.60 5.87 96.80 1.00
Final Readings 1750 10/16/14 146.00 5.87 96.80 1.00
*C units u S
Height of water column: 13.40
Whaler Pump
Gary Simcox
Thursday, October 16, 2014
Thursday, October 16, 2014
Depth to well bottom from measuring point: 41.10
Measuring point: Top of Casing
Well Purging & Sample Collection
Whaler Pump Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 27.70
1755
Cloudy
65 *F
Davie County Landfill
1584-03-109
3001 MW-18
Sample Collection Time
Field Analyses
Volume of water in well
Volume of water removed 6.6
0.5
Was well purged dry
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
9.53 feet
Purge Method
Sample Method Start 915 Stop 945
Purge Rate gpm
Control Settings On: sec. Start 945 Stop 950
Off: sec.
Pressure: psi
2" well:
height:9.53 x .163 = 1.55339
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
920 10/16/2014 16.90 6.57 178.40 2.00
930 10/16/2014 17.70 6.49 186.00 1.00
940 10/16/2014 17.20 6.59 197.10 1.00
Final Readings 940 10/16/2014 17.20 6.50 197.10 1.00
*C units u S
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 7.87
950
P/Cloudy
50 *F
Davie County Landfill
1584-03-109
3001 MW-19s
Gary Simcox
Thursday, October 16, 2014
Thursday, October 16, 2014
Depth to well bottom from measuring point: 17.40
Height of water column:
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 4.7
0.5
Measuring point: Top of Casing
Well Purging & Sample Collection
Whaler Pump Purge Time
Sample Collection Time
Whaler Pump
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
67.27 feet
Purge Method
Sample Method Start 825 Stop 900
Purge Rate gpm
Control Settings On: sec. Start 900 Stop 905
Off: sec.
Pressure: psi
2" well:
height:67.27 x .163 = 10.96501
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
830 10/16/2014 14.80 6.61 416.00 1.00
840 10/16/2014 15.10 6.49 428.00 1.00
850 10/16/2014 15.30 6.37 447.00 1.00
900 10/16/2014 15.30 6.40 448.00 1.00
Final Readings 900 10/16/2014 15.30 6.40 448.00 1.00
*C units u S
Whaler Pump
1.0 Sample Collection Time
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed 32.9
Measuring point: Top of Casing
Well Purging & Sample Collection
Whaler Pump Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 6.13
905
P/Cloudy
50 *FGary Simcox
Depth to well bottom from measuring point: 73.40
Height of water column:
Thursday, October 16, 2014
Thursday, October 16, 2014
Davie County Landfill
1584-03-109
3001 MW-19d
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 1400 Stop 1435
Purge Rate gpm
Control Settings On: sec. Start 1435 Stop 1440
Off: sec.
Pressure: psi
2" well:
height:16.28 x .163 = 2.65364
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
1405 10/16/2014 14.60 6.33 293.00 3.00
1415 10/16/2014 14.70 6.23 289.00 2.00
1425 10/16/2014 14.80 6.14 287.00 1.00
1435 10/16/2014 14.80 6.08 281.00 1.00
Final Readings 1435 10/16/2014 14.80 6.08 281.00 1.00
*C units u S
Sample Collection Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 34.12
1440
Cloudy
65 *F
Davie County Landfill
1584-03-109
3003 MW-20
Gary Simcox
Thursday, October 16, 2014
Thursday, October 16, 2014
Field Analyses
Volume of water in well
Volume of water removed 8.0
Depth to well bottom from measuring point: 50.40
Height of water column: 16.28
Was well purged dry
Whaler Pump
0.5
Measuring point: Top of Casing
Well Purging & Sample Collection
Whaler Pump Purge Time
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 1045 Stop 1120
Purge Rate ml/min
Control Settings On: sec. Start 1120 Stop 1125
Off: sec.
Pressure: psi
2" well:
height:16.77 x .163 = 2.73351
gallons liters x
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
1050 10/17/2014 15.60 6.60 1015.00 1.00
1055 10/17/2014 15.50 6.59 1025.00 1.00
1100 10/17/2014 15.70 6.60 1009.00 1.00
1105 10/17/2014 15.80 6.58 1003.00 1.00
1110 10/17/2014 15.90 6.59 994.00 1.00
1115 10/17/2014 16.00 6.59 957.00 1.00
1120 10/17/2014 16.10 6.55 945.00 1.00
Final Readings 1120 10/17/2014 16.10 655.00 945.00 1.00
*C units u S
Was well purged dry
Field Analyses
Well Purging & Sample Collection
Peristaltic Pump Purge Time
Volume of water in well
Volume of water removed 8.2
Peristaltic Pump
100.0 Sample Collection Time
Depth to well bottom from measuring point: 22.00
Height of water column: 16.77
Measuring point: Top of Casing
Friday, October 17, 2014
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 5.23
1125
Sunny
50 *F
Davie County Landfill
1584-03-109
3001 MW-21
Gary Simcox
Friday, October 17, 2014
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes:x No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start 730 Stop 755
Purge Rate gpm
Control Settings On: sec. Start 755 Stop 800
Off: sec.
Pressure: psi
Note: Duplicate taken at this location (0900 hrs)
2" well:
height:44.55 x .163 = 7.26165
gallons x liters
Yes No x
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
735 ######## 15.20 7.61 141.80 1.00
745 ######## 15.30 7.48 140.00 1.00
755 ######## 15.30 7.34 139.90 1.00
Final Readings 755 ######## 15.30 7.34 139.90 1.00
*C units u S
Sample Collection Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point: 5.35
800
P/Cloudy
48 *F
Davie County Landfill
1584-03-109
3001 MW-22
Gary Simcox
Thursday, October 16, 2014
Thursday, October 16, 2014
Field Analyses
Volume of water in well
Volume of water removed 21.8
Depth to well bottom from measuring point: 49.90
Height of water column: 44.55
Was well purged dry
Whaler Pump
1.0
Measuring point: Top of Casing
Well Purging & Sample Collection
Whaler Pump Purge Time
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes: No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start Stop
Purge Rate ml/min
Control Settings On: sec. Start Stop
Off: sec.
Pressure: psi
2" well:
height:0 x .163 = 0
gallons liters
Yes No
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
Final Readings 1540 10/17/2014 16.60 7.57 166.90 1.00
*C units u S
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed
Sample Collection Time
1584-03-109
3001 SW-1
Gary Simcox
Sunny
65 *F
Height of water column:
Grab
Measuring point:
Depth to well bottom from measuring point:
Friday, October 17, 2014
Well Purging & Sample Collection
Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point:
1540
Davie County Landfill Friday, October 17, 2014
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes: No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start Stop
Purge Rate ml/min
Control Settings On: sec. Start Stop
Off: sec.
Pressure: psi
2" well:
height:0 x .163 = 0
gallons liters
Yes No
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
Final Readings 1615 10/17/2014 16.10 7.69 164.800 1.00
*C units u S
Sample Collection Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point:
1615
Sunny
65 *F
Davie County Landfill
1584-03-109
3001 SW-2
Gary Simcox
Friday, October 17, 2014
Friday, October 17, 2014
Field Analyses
Volume of water in well
Volume of water removed
Depth to well bottom from measuring point:
Height of water column:
Was well purged dry
Grab
Measuring point:
Well Purging & Sample Collection
Purge Time
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes: No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start Stop
Purge Rate ml/min
Control Settings On: sec. Start Stop
Off: sec.
Pressure: psi
2" well:
height:0 x .163 = 0
gallons liters
Yes No
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
Final Readings
*C units u S
Was well purged dry
Field Analyses
Volume of water in well
Volume of water removed
Well Purging & Sample Collection
Height of water column:
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point:
Not Sampled
Sunny
65 *F
Note: Dry
Grab
Davie County Landfill
1584-03-109
3001 SW-3
Gary Simcox
Friday, October 17, 2014
Friday, October 17, 2014
Depth to well bottom from measuring point:
Purge Time
Sample Collection Time
Measuring point:
Location: Purge Date:
Project No.: Purge Time:
Source Well: Sample Date:
Sample Time:
Locked?: Yes: No: Weather:
Sampled By: Air Temp:
feet
feet
feet
Purge Method
Sample Method Start Stop
Purge Rate ml/min
Control Settings On: sec. Start Stop
Off: sec.
Pressure: psi
2" well:
height:0 x .163 = 0
gallons liters
Yes No
*Stabilization Parameters
Time Date Temp pH Conductivity *ORP *D.O. *Turbidity DTW
Final Readings 1515 10/17/14 16.00 7.55 167.30 1.00
*C units u S
Height of water column:
Grab
Gary Simcox
Friday, October 17, 2014
Friday, October 17, 2014
Depth to well bottom from measuring point:
Measuring point:
Well Purging & Sample Collection
Purge Time
GROUNDWATER SAMPLING FIELD DATA
Water Level & Well Data
Depth to water from measuring point:
1515
Sunny
65 *F
Davie County Landfill
1584-03-109
3001 SW-4
Sample Collection Time
Field Analyses
Volume of water in well
Volume of water removed
Was well purged dry