2013-06-04_INSPECTION - M1980244

• Permit No: M1980244
• IBM Index Class Name: INSPECTION
• Doc Date: 6/4/2013
• Doc Name: INSPECTION REPORT
• From: DRMS
• To: OPERATOR
• Inspection Date: 4/29/2013
• Email Name: TC1
• Media Type: D
• Archive: No

) ATTACHMENT A j
•L 1
Date: 5/9/12 1 6/14/12 7/20/12 1 9/19/12 $ /3 INotes
Phase 1 High Volume Solution Collection units 12:30 12:12 12:17 10 "02 1 5E c ' OU
Pump #299 / XDCR #xx
(ft)
Note: 80% Pump #300 / XDCR #00
(ft)
cap. (a 63.75 Pump #301 / XDCR #01
(ft)
Pump #302 / XDCR #02
(ft)
Pump #303 / XDCR #03
(ft)
40.4
47.8
35.8
38.5
5'19, Y
Z
32.2
45.7
33.9
36.9
36. 2
? , (�
22.5
23.1
24.2
22.8
Phase I Low Volume Solution Collection
26.9
33.1
23.3
26.0
37 -.,- -)
z a. Z
29.01
34.41
26.2
29.2,3g,
Dry
v ,
Phase I Pond Piezometers -7�- 12:30 12:12 12:17 10:02 !( 'f4 ! 14,0
Pond Lvl / XDCR #1
(ft)
36.3
39.0
67�, 3
413.3
42
41.2
System Press / XDCR #2
(ft)
0.78
system head f, (,
,
14.3
21.9
16.6
Phase I Low Volume Solution Collection
!
12:37
12:25
12:28
9:18
1�
/
42.2
46.1
36.3
39.0
67�, 3
413.3
42
41.2
40.2
40.6
0.78
system head f, (,
Note: Req'd Piezo #1 (HAND) (ft)
c2lt Piezo #2 (AUTO) (ft)
0.35
1.31
0.73
0.67
&,(e
Or
i"�-
0.44
0.41
0.00
0.78
,3
,
Phase II & III High Volume Solution Collection 12:42 13:00 12:37 9:24 /Z.:o/ 141 1 Z
Note: 80% Pump/ XDCR #4 (ft)
cap. (x49.4 Pump / XDCR #5 (ft)
Pump / XDCR #6 (ft)
13.5
19.2
14.6
15.1
14.9
Q . (j
13.1
20.3
15.2
14.7
,3
l 3, (P
14.3
21.9
16.6
15.3
!
if?,
Phase II & III Pond Piezometer
12:42
13:00
12:37
9:24
0. SL
Q . (j
Piezo (Pipe) (ft)
33.1
33.1
31.4
31.4
3 (.
(,
Phase II & III Low Volume Solution Collection
12:40
12:58
12:34
9:22
// - sg
(�� t /
Note: Req'd Pump / XDCR #1 (AUTO) (ft)
t 2!t Pump / XDCR #2 (AUTO) (ft)
0.43
0.40
0.43
0.35
0. SL
Q . (j
0.34
0.39
0.37
0.28
0.3 b
0 , 3 � d
Phase IV High Volume Solution Collection 11:10 15:35 11:42 11:30 11 : (;If J 3 r t Z--
Pump #4 /_XDCR #307 (ft)
Note: 80% pump #5 / XDCR #308 (ft)
cap. Ca 565
Pump #6 / XDCR #309 (ft)
XDCR pipe ( #310 Reserved) (ft)
13.5
17.4
13.6
45.3
(�,C2
J/,
11.8
17.1
13.3
44.9
12-,
1019
10.6
17.8
13.8
44.7
(n)
collected by
9.9
17.3
13.3
44.9
G •
l ! ,
Phase IV Low Volume Solution Collection 11:13 15:39 11:39 11:35 1/108 , 3 w6
Note: Req'd Pump/ XDCR #1 (in)
`24. Pump / XDCR #2 (in)
12.6
13.3
13.1
14.1
/4, S
a
12.8
12.6
12.3
12.8
12-,
1Z•
Phase V High Volume Solution Collection 12:49 12:02 12:06 10:10 /(- Q (,, S /
XDCR #311 (AUTO) (ft)
Note: eo% XDCR #312 (AUTO) (ft)
cap. ff 365 XDCR #313 (AUTO) (ft)
XDCR #314 (AUTO) (ft)
14.27
19.85
17.87
14.55
/�, ZL
b2 ; 5-J)
14.45
20.03
18.02
15.00
, g
12-93
14.62
19.90
17.88
14.54
(n)
collected by
14.35
19.95
17.91
14.40
, 2
2
Phase V Low Volume Solution Collection 12:51 11:59 12:08 10:18 /1 ! 40 1,3 ". ; -
Note: Req'd XDCR #001 (in)
124" XDCR #002 (in)
12.36
12.70
12.95
13.56
/�, ZL
2 /sec = NPDES Discharge AG 1.5 -001A
16.5
17.00
17.20
17.40
(-4.
, 7 �]
External Pond Low Volume Solution Collection 12:33 12:21 12:24 9:00 (1 1 S2 03"
Note: Req'd Pump/ XDCR #1 -EXT (AUTO) (in)
X24" Pump/ XDCR #2 -EXT (AUTO) (in)
Underdrain Discharge Area
11.1 1
South Underdrain (S U /D)
(9Pm)
Note: 1 4" Pipe Discharge AG 01 Spring Pipe
(gpml
2 /sec = NPDES Discharge AG 1.5 -001A
W.)
15.85 gpm North Underdrain (N U /D)
(9Fm)
24 -inch Solid Pipe
(9Pm)
Areaua Gulch Monitor Well Pumpback System
Dry
35A
(0)
Datatir5t 638
(n)
collected by
Dry
DRMS3 /8/12 B 6 3
(9°m)
A35
(9Pm)
M 1Mm1TC11- TeIIer\M- 1980 -244 CC-VICCN- InspectionForm(1) xlsx 11 VLF Parameters
10.9
11.1 1
11.4
12.8
O, e g
2 gal /27 sec
6.8
6.2 1
13.9
15.0
DAY
12:10 12:37 12:44 9:42 1 Z
1.8
2.0
7.9
4.4
O, e g
2 gal /27 sec
Dry
Dry
Dry
Dry
DAY
Dry
Dry
Dry
Dry
.--
To 214,343 gal
0.0
Dry
Dry
Dry
Dry
Tod
t.
Flow 7.52 gal 7
Dry
Dry
Dry
Dry
11:55 12:45 12:48 9:30 z 2
56.9
42.14
82.85
74.71
20
24.65
19.7
33.43
22.31
14.1 ct
0.52
-0.5
0
0.2
.--
To 214,343 gal
0.0
0.0
0.0
0.0
-
Tod
t.
Flow 7.52 gal 7
/fi
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