Extracted text (via pymupdf)
423251 characters
City of El Mirage Pre-Ap Submittal
11/15/19
Cavco Industries - Project Narrative
Deutsch Project #: 18129.00
Cavco Industries is a designer and builder of systems-built structures including manufactured
homes, modular homes, commercial buildings, park model RF’s, and vacation cabins. Cavco
currently has 19 manufacturing facilities nationwide. The proposed El Mirage manufacturing
facility will be its newest addition. The building will house Cavco West Manufacturing,
warehouse, and offices.
This 485,00 +/- SF new ground-up building will be located on the south side of Joe R. Ramirez
Road between Peoria Ave. and Olive Ave. The site is approximately 38.5 acres. The building
will be concrete tilt panel walls with hybrid roof system. There will be work platforms and bridge
cranes within the manufacturing spaces. The main entry and employee entries are on the north
elevation, facing the street frontage. The main entry and employee entries are highlighted with a
decorative integral color masonry element, storefront, and canopies. There are several exterior
canopies on the east and west side of the building, located behind masonry screen walls.
The site will provide surface parking and truck maneuvering area. Storm water will be managed
with surface retention. Sanitary waste will be treated with an on-site septic system until sanitary
sewer is available to the area. There is an area along the street frontage where finished
products will be located for display.
EXTERIOR MATERIAL LEGEND
DE6365
COLD MORNING
DEC750
BISON BEIGE
TRENDSTONE GROUND FACE CMU - BLACK MOUNTAIN
DE6063
BLACK WALNUT
A
B
C
D
STOREFRONT SYSTEM: 1" INSULATED GLAZING UNITS - SOLARBRONZE
IN CLEAR ANNODIZED ALUMINUM FRAME
E
F
DEA149
SPICED BERRY
1ST FLOOR
0"
10
11
12
13
14
15
16
17
T.O.P.
46'-6"
18
10"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
56'-10"
28'-0"
28'-0"
20'-0"
28'-0"
28'-0"
26'-0"
15'-10"
22'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
4'-0"
20'-0"
4'-0"
2'-6"
9'-0"
2'-6"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
20'-0"
KO
KO
KO
F
TYP.
05-002
TYP.
08-001
TYP.
08-003
TYP.
08-004
TYP.
05-002
TYP.
03-002
TYP.
16-001
04-001
TYP.
04-001
TYP.
08-002
TYP.
05-004
B
A
C
C
B
07-002
04-002
KO
07-003
E
D
01
02
03
04
05
06
07
08
09
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
50'-0"
10"
55'-1 1/2"
25'-2"
29'-0"
29'-0"
27'-0"
28'-0"
28'-0"
28'-0"
28'-0"
15'-11 1/4"
15'-11 1/4"
28'-0"
28'-0"
14'-0"
28'-0"
56'-0"
28'-0"
14'-0"
28'-0"
28'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
12'-7"
12'-7"
14'-6"
14'-6"
29'-0"
13'-6"
13'-6"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
KO
KO
KO
KO
KO
KO
KO
KO
KO
KO
KO
KO
A
B
C
E
F
A
C
C
TYP.
03-001
TYP.
05-004
TYP.
05-002
TYP.
05-004
TYP.
05-004
TYP.
05-004
TYP.
05-003
03-003
TYP.
08-003
TYP.
05-004
07-003
KO
KO
KO
KO
KO
KO
KO
10'-0"
8'-0"
10'-0"
10'-0"
8'-6"
1ST FLOOR
0"
A
B
C
D
E
F
G
H
T.O.P.
46'-6"
28'-0"
56'-0"
28'-0"
0"
28'-0"
28'-0"
25'-8"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
10"
40'-0"
60'-0"
72'-0"
80'-0"
100'-0"
100'-0"
20'-0"
10"
473'-8"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
12'-10"
12'-10"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
2'-6"
6'-0"
10'-0"
10'-0"
8'-0"
10'-0"
TYP.
03-001
TYP.
05-002
TYP.
04-001
TYP.
08-001
A
B
D
B
TYP.
05-002
TYP.
08-004
TYP.
08-003
RISER ROOM
SES/ELECTRICAL ROOM
EMPLOYEE ENTRANCE
EMPLOYEE ENTRANCE
MAIN ENTRANCE
KO
KO
KO
10-002
10-002
C
E
F
A
B
D
10-001
R
E
G
I
S
T
E
R
E
D
A
R
C
H
I
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C
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A
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A
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E
N
O
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a
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d
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_
_
_
_
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_
_
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R
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A
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A
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O
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a
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S
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_
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_
_
_
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A
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A
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A
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BERNARD
DEUTSCH
11377
Expires 09/30/20
EUTSCH
D
ARCHITECTURE GROUP
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
2929.COM
NOTICE OF EXTENDED CERTIFICATION AND APPROVAL PERIOD PROVISION: THIS CONTRACT ALLOWS THE OWNER TO
CERTIFY AND APPROVE BILLINGS AND ESTIMATES WITHIN 30 DAYS AFTER THE BILLINGS AND ESTIMATES ARE RECEIVED
FROM THE CONTRACTOR
COPYRIGHT 2019: DEUTSCH
ARCHITECTURE GROUP
CHK'D BY:
DRAWN BY:
2019 DEUTSCH ARCHITECTURE GROUP
c
PROJECT NO:
X/X/XX
FIRST ISSUED:
11/14/2019 4:36:43 PM
C:\Revit Local\18129 CAVCO_kohmann.rvt
A-210S
CAVCO INDUSTRIES
JOE R. RAMIREZ RD AND DYSART RD
EL MIRAGE, AZ
EXTERIOR
ELEVATIONS
18129.00
KO
DTC
11/14/19
SCALE
1/16" = 1'-0"
1
WEST ELEVATION
SCALE
1/16" = 1'-0"
3
NORTH ELEVATION
KEYNOTES
03-001
CONCRETE TILT PANEL, PAINTED
03-002
KNOCK-OUT PANEL
03-003
RAISED LOADING DOCK
04-001
INTEGRAL COLOR CMU ACCENT FEATURE
04-002
INTEGRAL COLOR CMU WALL
05-002
CANOPY WITH STANDING SEAM METAL ROOFING
05-003
GUARDRAIL, 42" AFF
05-004
GUTTER AND DOWNSPOUT
07-002
OVERFLOW DRAIN LEADER OUTLET
07-003
ROOF DRAIN CONTINUES UNDERGROUND-SEE CIVIL
08-001
ALUMINUM STOREFRONT SYSTEM
08-002
GLASS GARAGE DOOR
08-003
HOLLOW METAL DOOR AND FRAME
08-004
OVERHEAD SECTIONAL DOOR
10-001
BUILDING-MOUNTED FIRE DEPARTMENT CONNECTION
10-002
FIRE DEPARTMENT KNOX BOX
16-001
WALL-MOUNTED LIGHT FIXTURE
0'
16'
32'
48'
64'
REVISIONS
No. DATE
DESCRIPTION
EXTERIOR MATERIAL LEGEND
DE6365
COLD MORNING
DEC750
BISON BEIGE
TRENDSTONE GROUND FACE CMU - BLACK MOUNTAIN
DE6063
BLACK WALNUT
A
B
C
D
STOREFRONT SYSTEM: 1" INSULATED GLAZING UNITS - SOLARBRONZE
IN CLEAR ANNODIZED ALUMINUM FRAME
E
F
DEA149
SPICED BERRY
1ST FLOOR
0"
A
B
C
D
E
F
G
H
T.O.P.
46'-6"
26'-8"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
14'-0"
24'-0"
33'-0"
28'-0"
32'-0"
32'-0"
32'-0"
10"
20'-0"
100'-0"
100'-0"
80'-0"
72'-0"
60'-0"
40'-0"
10"
473'-8"
13'-4"
13'-4"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
12'-0"
12'-0"
16'-6"
16'-6"
14'-0"
14'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
2'-6"
6'-0"
10'-0"
10'-0"
9'-0"
9'-0"
B
A
D
A
B
D
TYP.
08-004
TYP.
08-004
TYP.
08-003
1ST FLOOR
0"
01
02
03
04
05
06
07
08
09
T.O.P.
46'-6"
10"
26'-9"
26'-6"
28'-0"
28'-0"
11'-0"
28'-0"
23'-6"
28'-0"
30'-0"
30'-0"
30'-0"
28'-0"
30'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
15'-0"
15'-0"
14'-0"
14'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
14'-0"
14'-0"
11'-9"
11'-9"
14'-0"
14'-0"
11'-0"
14'-0"
14'-0"
14'-0"
14'-0"
13'-3"
13'-3"
15'-1"
11'-8"
05-005
TYP.
03-001
TYP.
05-004
TYP.
05-002
TYP.
05-002
TYP.
05-004
TYP.
03-003
TYP.
05-003
TYP.
08-003
TYP.
04-001
A
B
E
C
TYP.
08-004
TYP.
03-002
TYP.
08-003
1ST FLOOR
0"
10
11
12
13
14
15
16
17
T.O.P.
46'-6"
18
14'-0"
24'-0"
24'-0"
28'-0"
28'-0"
25'-0"
25'-0"
28'-0"
28'-0"
28'-0"
28'-0"
30'-9"
32'-6"
33'-3"
31'-3"
29'-6"
29'-0"
28'-10"
14'-0"
14'-0"
14'-6"
14'-6"
15'-9"
13'-9"
15'-7 1/2"
15'-7 1/2"
16'-7 1/2"
16'-7 1/2"
16'-3"
16'-3"
15'-4 1/2"
15'-4 1/2"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
12'-6"
12'-6"
12'-6"
12'-6"
14'-0"
14'-0"
14'-0"
14'-0"
12'-0"
12'-0"
12'-0"
12'-0"
14'-0"
KO
KO
KO
KO
10"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
TYP.
03-002
TYP.
05-004
TYP.
05-002
TYP.
05-004
TYP.
08-004
TYP.
08-002
TYP.
04-002
B
A
C
E
E
KO
KO
KO
KO
KO
D
TYP.
16-001
R
E
G
I
S
T
E
R
E
D
A
R
C
H
I
T
E
C
T
A
R
I
Z
O
N
A
U
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S
.
A
.
C
E
R
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I
F
I
C
A
T
E
N
O
.
D
a
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S
i
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n
e
d
_
_
_
_
_
_
_
_
_
_
R
E
G
I
S
T
E
R
E
D
A
R
C
H
I
T
E
C
T
C
E
R
T
I
F
I
C
A
T
E
N
O
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D
a
t
e
S
i
g
n
e
d
_
_
_
_
_
_
_
_
_
_
A
R
I
Z
O
N
A
U
.
S
.
A
.
BERNARD
DEUTSCH
11377
Expires 09/30/20
EUTSCH
D
ARCHITECTURE GROUP
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
2929.COM
NOTICE OF EXTENDED CERTIFICATION AND APPROVAL PERIOD PROVISION: THIS CONTRACT ALLOWS THE OWNER TO
CERTIFY AND APPROVE BILLINGS AND ESTIMATES WITHIN 30 DAYS AFTER THE BILLINGS AND ESTIMATES ARE RECEIVED
FROM THE CONTRACTOR
COPYRIGHT 2019: DEUTSCH
ARCHITECTURE GROUP
CHK'D BY:
DRAWN BY:
2019 DEUTSCH ARCHITECTURE GROUP
c
PROJECT NO:
X/X/XX
FIRST ISSUED:
11/14/2019 4:37:18 PM
C:\Revit Local\18129 CAVCO_kohmann.rvt
A-211S
CAVCO INDUSTRIES
JOE R. RAMIREZ RD AND DYSART RD
EL MIRAGE, AZ
EXTERIOR
ELEVATIONS
18129.00
KO
DTC
11/14/19
SCALE
1/16" = 1'-0"
2
SOUTH ELEVATION
SCALE
1/16" = 1'-0"
1
EAST ELEVATION
KEYNOTES
03-001
CONCRETE TILT PANEL, PAINTED
03-002
KNOCK-OUT PANEL
03-003
RAISED LOADING DOCK
04-001
INTEGRAL COLOR CMU ACCENT FEATURE
04-002
INTEGRAL COLOR CMU WALL
05-002
CANOPY WITH STANDING SEAM METAL ROOFING
05-003
GUARDRAIL, 42" AFF
05-004
GUTTER AND DOWNSPOUT
05-005
SCUPPER OPENING WITH DOWNSPOUT
08-002
GLASS GARAGE DOOR
08-003
HOLLOW METAL DOOR AND FRAME
08-004
OVERHEAD SECTIONAL DOOR
16-001
WALL-MOUNTED LIGHT FIXTURE
REVISIONS
No. DATE
DESCRIPTION
0'
16'
32'
48'
64'
EXTERIOR MATERIAL LEGEND
DE6365
COLD MORNING
DEC750
BISON BEIGE
TRENDSTONE GROUND FACE CMU - BLACK MOUNTAIN
DE6063
BLACK WALNUT
A
B
C
D
STOREFRONT SYSTEM: 1" INSULATED GLAZING UNITS - SOLARBRONZE
IN CLEAR ANNODIZED ALUMINUM FRAME
E
F
DEA149
SPICED BERRY
1ST FLOOR
0"
10
11
12
13
14
15
16
17
T.O.P.
46'-6"
18
10"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
56'-10"
28'-0"
28'-0"
20'-0"
28'-0"
28'-0"
26'-0"
15'-10"
22'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
4'-0"
20'-0"
4'-0"
2'-6"
9'-0"
2'-6"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
20'-0"
KO
KO
KO
F
TYP.
05-002
TYP.
08-001
TYP.
08-003
TYP.
08-004
TYP.
05-002
TYP.
03-002
TYP.
16-001
04-001
TYP.
04-001
TYP.
08-002
TYP.
05-004
B
A
C
C
B
07-002
04-002
KO
07-003
E
D
01
02
03
04
05
06
07
08
09
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
50'-0"
10"
55'-1 1/2"
25'-2"
29'-0"
29'-0"
27'-0"
28'-0"
28'-0"
28'-0"
28'-0"
15'-11 1/4"
15'-11 1/4"
28'-0"
28'-0"
14'-0"
28'-0"
56'-0"
28'-0"
14'-0"
28'-0"
28'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
12'-7"
12'-7"
14'-6"
14'-6"
29'-0"
13'-6"
13'-6"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
KO
KO
KO
KO
KO
KO
KO
KO
KO
KO
KO
KO
A
B
C
E
F
A
C
C
TYP.
03-001
TYP.
05-004
TYP.
05-002
TYP.
05-004
TYP.
05-004
TYP.
05-004
TYP.
05-003
03-003
TYP.
08-003
TYP.
05-004
07-003
KO
KO
KO
KO
KO
KO
KO
10'-0"
8'-0"
10'-0"
10'-0"
8'-6"
1ST FLOOR
0"
A
B
C
D
E
F
G
H
T.O.P.
46'-6"
28'-0"
56'-0"
28'-0"
0"
28'-0"
28'-0"
25'-8"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
10"
40'-0"
60'-0"
72'-0"
80'-0"
100'-0"
100'-0"
20'-0"
10"
473'-8"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
12'-10"
12'-10"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
2'-6"
6'-0"
10'-0"
10'-0"
8'-0"
10'-0"
TYP.
03-001
TYP.
05-002
TYP.
04-001
TYP.
08-001
A
B
D
B
TYP.
05-002
TYP.
08-004
TYP.
08-003
RISER ROOM
SES/ELECTRICAL ROOM
EMPLOYEE ENTRANCE
EMPLOYEE ENTRANCE
MAIN ENTRANCE
KO
KO
KO
10-002
10-002
C
E
F
A
B
D
10-001
R
E
G
I
S
T
E
R
E
D
A
R
C
H
I
T
E
C
T
A
R
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Z
O
N
A
U
.
S
.
A
.
C
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F
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C
A
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D
a
t
e
S
i
g
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R
E
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I
S
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E
R
E
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A
R
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H
I
T
E
C
T
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T
I
F
I
C
A
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E
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O
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D
a
t
e
S
i
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n
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_
_
_
_
A
R
I
Z
O
N
A
U
.
S
.
A
.
BERNARD
DEUTSCH
11377
Expires 09/30/20
EUTSCH
D
ARCHITECTURE GROUP
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
2929.COM
NOTICE OF EXTENDED CERTIFICATION AND APPROVAL PERIOD PROVISION: THIS CONTRACT ALLOWS THE OWNER TO
CERTIFY AND APPROVE BILLINGS AND ESTIMATES WITHIN 30 DAYS AFTER THE BILLINGS AND ESTIMATES ARE RECEIVED
FROM THE CONTRACTOR
COPYRIGHT 2019: DEUTSCH
ARCHITECTURE GROUP
CHK'D BY:
DRAWN BY:
2019 DEUTSCH ARCHITECTURE GROUP
c
PROJECT NO:
X/X/XX
FIRST ISSUED:
11/14/2019 4:50:04 PM
C:\Revit Local\18129 CAVCO_kohmann.rvt
A-210S
CAVCO INDUSTRIES
JOE R. RAMIREZ RD AND DYSART RD
EL MIRAGE, AZ
EXTERIOR
ELEVATIONS
18129.00
KO
DTC
11/14/19
SCALE
1/16" = 1'-0"
1
WEST ELEVATION
SCALE
1/16" = 1'-0"
3
NORTH ELEVATION
KEYNOTES
03-001
CONCRETE TILT PANEL, PAINTED
03-002
KNOCK-OUT PANEL
03-003
RAISED LOADING DOCK
04-001
INTEGRAL COLOR CMU ACCENT FEATURE
04-002
INTEGRAL COLOR CMU WALL
05-002
CANOPY WITH STANDING SEAM METAL ROOFING
05-003
GUARDRAIL, 42" AFF
05-004
GUTTER AND DOWNSPOUT
07-002
OVERFLOW DRAIN LEADER OUTLET
07-003
ROOF DRAIN CONTINUES UNDERGROUND-SEE CIVIL
08-001
ALUMINUM STOREFRONT SYSTEM
08-002
GLASS GARAGE DOOR
08-003
HOLLOW METAL DOOR AND FRAME
08-004
OVERHEAD SECTIONAL DOOR
10-001
BUILDING-MOUNTED FIRE DEPARTMENT CONNECTION
10-002
FIRE DEPARTMENT KNOX BOX
16-001
WALL-MOUNTED LIGHT FIXTURE
0'
16'
32'
48'
64'
REVISIONS
No. DATE
DESCRIPTION
EXTERIOR MATERIAL LEGEND
DE6365
COLD MORNING
DEC750
BISON BEIGE
TRENDSTONE GROUND FACE CMU - BLACK MOUNTAIN
DE6063
BLACK WALNUT
A
B
C
D
STOREFRONT SYSTEM: 1" INSULATED GLAZING UNITS - SOLARBRONZE
IN CLEAR ANNODIZED ALUMINUM FRAME
E
F
DEA149
SPICED BERRY
1ST FLOOR
0"
A
B
C
D
E
F
G
H
T.O.P.
46'-6"
26'-8"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
14'-0"
24'-0"
33'-0"
28'-0"
32'-0"
32'-0"
32'-0"
10"
20'-0"
100'-0"
100'-0"
80'-0"
72'-0"
60'-0"
40'-0"
10"
473'-8"
13'-4"
13'-4"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
12'-0"
12'-0"
16'-6"
16'-6"
14'-0"
14'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
2'-6"
6'-0"
10'-0"
10'-0"
9'-0"
9'-0"
B
A
D
A
B
D
TYP.
08-004
TYP.
08-004
TYP.
08-003
1ST FLOOR
0"
01
02
03
04
05
06
07
08
09
T.O.P.
46'-6"
10"
26'-9"
26'-6"
28'-0"
28'-0"
11'-0"
28'-0"
23'-6"
28'-0"
30'-0"
30'-0"
30'-0"
28'-0"
30'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
15'-0"
15'-0"
14'-0"
14'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
14'-0"
14'-0"
11'-9"
11'-9"
14'-0"
14'-0"
11'-0"
14'-0"
14'-0"
14'-0"
14'-0"
13'-3"
13'-3"
15'-1"
11'-8"
05-005
TYP.
03-001
TYP.
05-004
TYP.
05-002
TYP.
05-002
TYP.
05-004
TYP.
03-003
TYP.
05-003
TYP.
08-003
TYP.
04-001
A
B
E
C
TYP.
08-004
TYP.
03-002
TYP.
08-003
1ST FLOOR
0"
10
11
12
13
14
15
16
17
T.O.P.
46'-6"
18
14'-0"
24'-0"
24'-0"
28'-0"
28'-0"
25'-0"
25'-0"
28'-0"
28'-0"
28'-0"
28'-0"
30'-9"
32'-6"
33'-3"
31'-3"
29'-6"
29'-0"
28'-10"
14'-0"
14'-0"
14'-6"
14'-6"
15'-9"
13'-9"
15'-7 1/2"
15'-7 1/2"
16'-7 1/2"
16'-7 1/2"
16'-3"
16'-3"
15'-4 1/2"
15'-4 1/2"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
12'-6"
12'-6"
12'-6"
12'-6"
14'-0"
14'-0"
14'-0"
14'-0"
12'-0"
12'-0"
12'-0"
12'-0"
14'-0"
KO
KO
KO
KO
10"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
TYP.
03-002
TYP.
05-004
TYP.
05-002
TYP.
05-004
TYP.
08-004
TYP.
08-002
TYP.
04-002
B
A
C
E
E
KO
KO
KO
KO
KO
D
TYP.
16-001
R
E
G
I
S
T
E
R
E
D
A
R
C
H
I
T
E
C
T
A
R
I
Z
O
N
A
U
.
S
.
A
.
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
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e
S
i
g
n
e
d
_
_
_
_
_
_
_
_
_
_
R
E
G
I
S
T
E
R
E
D
A
R
C
H
I
T
E
C
T
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
t
e
S
i
g
n
e
d
_
_
_
_
_
_
_
_
_
_
A
R
I
Z
O
N
A
U
.
S
.
A
.
BERNARD
DEUTSCH
11377
Expires 09/30/20
EUTSCH
D
ARCHITECTURE GROUP
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
2929.COM
NOTICE OF EXTENDED CERTIFICATION AND APPROVAL PERIOD PROVISION: THIS CONTRACT ALLOWS THE OWNER TO
CERTIFY AND APPROVE BILLINGS AND ESTIMATES WITHIN 30 DAYS AFTER THE BILLINGS AND ESTIMATES ARE RECEIVED
FROM THE CONTRACTOR
COPYRIGHT 2019: DEUTSCH
ARCHITECTURE GROUP
CHK'D BY:
DRAWN BY:
2019 DEUTSCH ARCHITECTURE GROUP
c
PROJECT NO:
X/X/XX
FIRST ISSUED:
11/14/2019 4:47:38 PM
C:\Revit Local\18129 CAVCO_kohmann.rvt
A-211S
CAVCO INDUSTRIES
JOE R. RAMIREZ RD AND DYSART RD
EL MIRAGE, AZ
EXTERIOR
ELEVATIONS
18129.00
KO
DTC
11/14/19
SCALE
1/16" = 1'-0"
2
SOUTH ELEVATION
SCALE
1/16" = 1'-0"
1
EAST ELEVATION
KEYNOTES
03-001
CONCRETE TILT PANEL, PAINTED
03-002
KNOCK-OUT PANEL
03-003
RAISED LOADING DOCK
04-001
INTEGRAL COLOR CMU ACCENT FEATURE
04-002
INTEGRAL COLOR CMU WALL
05-002
CANOPY WITH STANDING SEAM METAL ROOFING
05-003
GUARDRAIL, 42" AFF
05-004
GUTTER AND DOWNSPOUT
05-005
SCUPPER OPENING WITH DOWNSPOUT
08-002
GLASS GARAGE DOOR
08-003
HOLLOW METAL DOOR AND FRAME
08-004
OVERHEAD SECTIONAL DOOR
16-001
WALL-MOUNTED LIGHT FIXTURE
REVISIONS
No. DATE
DESCRIPTION
0'
16'
32'
48'
64'
D.W.
F.H.
F.H.
F.H.
W.S.
2xW.M.
S.C.O.
F.H.
F.H.
D.W.
D.W.
VOID
71589
D.W.
D.W.
D.W.
D.W.
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
L-1.1
L-1.2
L-1.6
L-1.3
L-1.5
L-1.4
PLANTING
PLAN
01.17.20
Revisions
H.
S.C.O.
F.H.
F.H.
D.W.
D.W.
A
A
B
B
C
A
E
D
D
A
D
DG
E
A
A
F
E
FG
STEEL
HEADER TYP.
E
F
F
FG
FG
FG
F
FG
FG
F
DG
DG
STEEL
HEADER TYP.
E
D
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
C
C
C
DG
DG
DG
DG
DG
DG
DG
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.6
MATCHLINE SHEET L-1.2
PLANTING
PLAN
01.17.20
Revisions
F.H.
F.H.
B
B
B
B
A
A
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
C
C
C
C
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.3
MATCHLINE SHEET L-1.1
PLANTING
PLAN
01.17.20
Revisions
VOID
71589
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.4
MATCHLINE SHEET L-1.6
MATCHLINE SHEET L-1.2
PLANTING
PLAN
01.17.20
Revisions
D.W.
W.
D.W.
DG
DG
DG
DG
DG
DG
DG
DG
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.3
MATCHLINE SHEET L-1.5
PLANTING
PLAN
01.17.20
Revisions
D.W.
D.W.
D.W.
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.6
MATCHLINE SHEET L-1.4
PLANTING
PLAN
01.17.20
Revisions
DG
DG
DG
DG
DG
DG
DG
DG
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.5
MATCHLINE SHEET L-1.1
MATCHLINE SHEET L-1.3
Revisions
PLANTING
PLAN
01.17.20
F.H.
W.V.
F.H.
W.V.
F.H.
S.C.O.
S.L.M.
E.J.B.
4xW.V.
E.J.B.
S.L.M.
F.H.
S.L.M.
E.J.B.
E.J.B.
S.L.M.
F.H.
S.L.M.
E.J.B.
W.V.
W.V.
W.V.
S.L.M.
E.J.B.
E.J.B.
S.L.M.
E.J.B.
S.L.M.
W.V.
D.W.
D.W.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
E.D.R.
E.D.R.
C.L.F.
WALL
T.B.
B.B.
T.B.
E.C.B.
T.B.
T.B.
B.B.
B.B.
C.B.
C.B.
E.C.B.
W
C.L.D.
C.L.D.
E.D.R.
E.D.R.
EX. H.W.
36" RCP
INV=1093.69
EX. H.W.
36" RCP
INV=1093.78
6 - 2" PVC
6 - 4" PVC
4 - 2" PVC
4 - 4" PVC
4" PVC
EX. H.W.
24" RCP
INV=1095.52
EX. H.W.
24" RCP
INV=1096.46
EX. H.W.
INV=1097.24
INV=1097.65
TC 1.53
G 1.46
TC 1.72
G 1.30
TC 1.64
G 1.14
TC 1.50
G 1.00
TC 1.14
G 0.73
TC 0.90
G 0.41
TC 0.44
G 99.98
TC 0.05
G 99.59
TC 0.21
G 99.72
TC 1.18
G 0.69
TC 3.80
G 3.35
TC 3.64
G 3.15
TC 3.25
G 2.77
TC 2.74
G 2.27
TC 2.41
G
P 2.00
P 1.20
P 0.59
P 0.08
P 0.62
P 3.09
P 3.40
P 2.76
NG 1.78
NG 1.09
NG 0.54
NG 1.83
NG 0.62
NG 1.18
NG 0.75
NG 0.42
NG 1.18
NG 0.96
EX. SSMH
RIM 1103.65
INV 1081.78 (W)
INV 1081.73 (E)
EX. SSMH
RIM 1102.93
INV 1082.08 (W)
INV 1082.08 (E)
EX. SSMH
RIM 1100.61
INV 1083.65 (W)
INV 1083.59 (E)
EX. SSMH
RIM 1102.18
INV 1085.67 (S)
INV 1085.47 (E)
X
X
X
X
X
X
X
GATE
LFF=
PROPOSED
MANUFACTURING &
WAREHOUSE
1102.00
FD. 3" CITY OF EL MIRAGE
BRASS CAP FLUSH RLS 41282 2019
JOE R. RAMIREZ ROAD
C
1
C
2
N83°39'37"W 560.24'
L=194.20', R=2030.00'
D=5°28'52"
N89°08'29"W 324.67'
30'
R/W
30'
R/W
8'
P.U.E.
34'± E
6'±
S
6'±
W
RAMP DOWN
GRADE DOORS
S.E.S.
PROPOSED
DETENTION
VP = 2.2 AF
DISPLAY
FIRE RISER
ROOM
FUTURE CONNECTION TO
EXISTING SEWER LINE
RIM=1103.0
INV= 1082.00
INV=(1081.21)
CONNECT PROPOSED
FIRELINE TO EXISTING 12"
WATER LINE
CONNECT PROPOSED
DOMESTIC WATER
SERVICE TO EXISTING 12"
WATER LINE
CONNECT PROPOSED
10" FIRELINE TO EXISTING
12" WATER LINE
PROPOSED
SEWER MANHOLE
INV=1082.81 (N)
INV=1082.91 (S)
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED
DECOMPOSED GRANITE
(750'X150 SEPTIC)
PROPOSED
SCREEN WALL
PROPOSED
SCREEN WALL
PROPOSED
SCREEN WALL
PROPOSED CHAIN
LINK FENCE
PROPOSED
SCREEN WALL
PROPOSED
SCREEN WALL
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
PROPOSED 8" SEWER LINE
CAP 8" SEWER LINE
30" PIPE
30" PIPE
PROPOSED 6'
SIDEWALK
FUTURE 8" SEWER LINE
6'
S/W
6'
S/W
6'
S/W
CONNECT PROPOSED 1 1
2"
LANDSCAPE SERVICE TO
EXISTING 12" WATER LINE
PROPOSED REMOTE
FIRE DEPT. CONNECTION
EXISTING IRRIGATION TO
BE REALIGNED.
12'
I.E.
8'
P.U.E.
PROPOSED
FIRE LINE
PROPOSED FIRE LINE
PROPOSED
FIRE LINE
24" PIPE
12" PIPE
PROPOSED
A.C. PAVEMENT
12" PIPE
1095
1096
1097
1098
1099
1100
HWE 1100.5
PROPOSED
STORM DRAIN
PROPOSED
DRAIN INLET
CAVCO WEST
PRELIMINARY GRADING, DRAINAGE, WATER & SEWER PLAN
A PORTION OF SECTION 27, TOWNSHIP 3 NORTH, RANGE 1 WEST
OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
OWNER / DEVELOPER
CAVCO WEST
1366 SOUTH LITCHFIELD ROAD
BUILDING 6
GOODYEAR, ARIZONA 85338
CONTACT: PAUL DeROO
PHONE: (602) 283-9316
FAX: (623) 882-2810
ENGINEER
WOOD, PATEL & ASSOCIATES, INC.
2051 WEST NORTHERN AVENUE, SUITE 100
PHOENIX, ARIZONA 85021
CONTACT: DAN CRONIN
PHONE: (602) 335-8500
FAX: (602) 335-8580
1" = 40'
N/A
EL MIRAGE, ARIZONA
ARCHITECT
DEUTSCH ARCHITECTURE GROUP
4600 E INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
CONTACT: DUSTIN CHISUM
PHONE: (602) 840-2929
PROJECT SITE DATA
ASSESSOR PARCEL NUMBER(S):
509-18-970B
PROJECT SITE ADDRESS:
S/W CORNER OF
JOE R. RAMIREZ RD. AND DYSART RD.
EL MIRAGE, ARIZONA 85338
PROJECT SITE AREA(S):
NET AREA = 39.71 AC
DISTURBED AREA = 39.71± AC
ZONING:
EI
1
OF
JOB NUMBER
SHEET
SCALE (VERT.)
DATE
SCALE (HORIZ.)
01/10/2020
184946
3
WATER & SEWER PLAN
CAVCO WEST
EL MIRAGE, ARIZONA
DESCRIPTION
DATE
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
CHECKED BY: DC DESIGNED BY: DC DRAFTED BY: JRS
Wood, Patel & Associates, Inc.
Civil Engineering
Water Resources
Land Survey
Construction Management
602.335.8500
www.woodpatel.com
REV
PRELIMINARY GRADING, DRAINAGE,
Z:\2018\184946\Dwg\Conceptual\Imp\4946-001-002-GD-CON.dwg
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45869
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EXPIRES 03-31-22
N
VICINITY MAP
N.T.S.
N. DYSART RD
N. LITCHFIELD RD
W. PEORIA AVE
W. OLIVE AVE
SEC. 27,
T.3N.,
R.1W.
SITE
JOE R. RAMIREZ RD.
N
Horz. 1 in. = ft.
0
40
80
40
MATCH SHEET 2
1/10/20
VOID
71589
E.D.R.
E.D.R.
C.L.F.
E.D.R.
E.D.R.
C.L.F.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
NG 0.09
NG 99.42
NG 98.58
NG 0.16
NG 99.29
NG 98.13
NG 98.89
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
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X
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X
X
X
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X
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X
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X
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X
X
X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
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X
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X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GATE
LFF=
PROPOSED
MANUFACTURING &
WAREHOUSE
1102.00
S00°03'38"W 1820.00' (R)
N00°03'47"E 1481.75' (M)
N00°03'38"E 1481.75' (R)
S00°03'47"W 1820.00' (M)
1522.00' (M&R)
GRADE DOORS
COVERED
PATIO
N
COVERED
PATIO
PROPOSED
COVERED
CONCRETE
PAD
750'X150 FUTURE SEPTIC
PROPOSED
DECOMPOSED GRANITE
(750'X150 SEPTIC)
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED
SEWER MANHOLE
INV=1085.52 (N)
INV=1085.62 (S)
PROPOSED
SEWER MANHOLE
INV=1084.15 (N)
INV=1084.25 (S)
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED
SCREEN WALL
PROPOSED CHAIN
LINK FENCE
PROPOSED CHAIN
LINK FENCE
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED 8" SEWER LINE
PROPOSED 8" SEWER LINE
PROPOSED 6" SEWER LINE
PROPOSED 6" SEWER LINE
36" PIPE
36" PIPE
CANOPY
STAGING
CANOPY
CANOPY
PROPOSED 8" SEWER LINE
INV = 1091.54
INV = 1095.06
PROPOSED
FIRE LINE
PROPOSED
FIRE LINE
PROPOSED
FIRE LINE
24" PIPE
30" PIPE
12" PIPE
36" PIPE
PROPOSED
DRAIN INLET
PROPOSED
DRAIN INLET
1" = 40'
N/A
N
Horz. 1 in. = ft.
0
40
80
40
MATCH SHEET 1
MATCH SHEET 3
2
OF
JOB NUMBER
SHEET
SCALE (VERT.)
DATE
SCALE (HORIZ.)
01/10/2020
184946
3
WATER & SEWER PLAN
CAVCO WEST
EL MIRAGE, ARIZONA
DESCRIPTION
DATE
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
CHECKED BY: DC DESIGNED BY: DC DRAFTED BY: JRS
Wood, Patel & Associates, Inc.
Civil Engineering
Water Resources
Land Survey
Construction Management
602.335.8500
www.woodpatel.com
REV
PRELIMINARY GRADING, DRAINAGE,
Z:\2018\184946\Dwg\Conceptual\Imp\4946-001-002-GD-CON.dwg
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45869
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EXPIRES 03-31-22
1/10/20
E.D.R.
E.D.R.
C.L.F.
E.D.R.
E.D.R.
C.L.F.
E.D.R.
E.D.R.
C.L.F.
E.D.R.
E.D.R.
C.L.F.
C.L.D.
C.L.D.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
T.B.
B.B.
T.B.
T.B.
T.B.
B.B.
T.B.
T.B.
B.B.
T.B.
T.B.
B.B.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
24" CMP INV=1095.40
36" CMP INV=1094.68
24" CMP INV=1096.20
36" CMP INV=1094.34
INV=1096.51
INV=1096.46
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
NG 98.40
NG 97.93
NG 96.81
NG 97.53
NG 97.15
NG 96.90
NG 96.58
NG 96.59
NG 96.22
NG 96.16
NG 96.64
NG 96.58
NG 96.27
NG 96.58
NG 96.26
NG 95.82
NG 95.61
NG 96.30
NG 95.80
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
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X
X
X
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X
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X
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X
X
X
X
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X
X
X
X
X
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X
X
X
X
X
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X
X
X
X
X
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X
X
X
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X
X
X
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X
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X
X
X
X
X
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X
X
X
X
X
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X
X
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X
X
X
X
X
X
X
X
LFF=
PROPOSED
MANUFACTURING &
WAREHOUSE
1102.00
C.L.F.
S89°08'29"E 1150.99' (M)
S89°08'38"E 1151.00'(R)
298.00' (M&R)
APN: 509-18-970A
CENTERPOINT
LOGISTICS PARK
P/D WEST LOT 3 MLD
GRADE DOORS
RAMP DOWN
PROPOSED RETENTION
VR = 6.8 AF
VP = 9.0 AF
750'X150 FUTURE SEPTIC
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED CHAIN
LINK FENCE
PROPOSED CHAIN
LINK FENCE
PROPOSED CHAIN
LINK FENCE
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
PROPOSED FIRE
HYDRANT (TYP.)
36" PIPE
PROPOSED
SEWER MANHOLE
INV=1086.38 (N)
INV=1086.48 (W)
PROPOSED 6" SEWER LINE
PROPOSED 8" SEWER LINE
INV = 1090.67
PROPOSED
RIP RAP
APRON
PROPOSED
RIP RAP
APRON
PROPOSED
FIRE LINE
PROPOSED
FIRE LINE
36" PIPE
PROPOSED FIRE LINE
PROPOSED
DRYWELL
PROPOSED
DRYWELL
PROPOSED
DRYWELL
PROPOSED
DRYWELL
1095
1096
1094
1093
HWE 1096.5
1096
1095
1094
1093
1092
1091
1090
PROPOSED
DRAIN INLET
1" = 40'
N/A
MATCH SHEET 2
3
OF
JOB NUMBER
SHEET
SCALE (VERT.)
DATE
SCALE (HORIZ.)
01/10/2020
184946
3
WATER & SEWER PLAN
CAVCO WEST
EL MIRAGE, ARIZONA
DESCRIPTION
DATE
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
CHECKED BY: DC DESIGNED BY: DC DRAFTED BY: JRS
Wood, Patel & Associates, Inc.
Civil Engineering
Water Resources
Land Survey
Construction Management
602.335.8500
www.woodpatel.com
REV
PRELIMINARY GRADING, DRAINAGE,
Z:\2018\184946\Dwg\Conceptual\Imp\4946-001-002-GD-CON.dwg
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NICHOLAS E.
45869
A
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(C
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.
.
EXPIRES 03-31-22
N
Horz. 1 in. = ft.
0
40
80
40
1/10/20
PHASE I ENVIRONMENTAL SITE ASSESSMENT
Parcel 509-18-970
Joe R. Ramirez Road and North Dysart Road
El Mirage, Arizona 85335
Prepared for:
Cavco Industries, Inc.
3636 N. Central Ave. Ste. 1200
Phoenix, Arizona 85012
Prepared by:
Strata Environmental Services, Inc.
110 Perimeter Park Road, Suite E
Knoxville, Tennessee 37922
December 2018
PRIVILEGED AND CONFIDENTIAL
PREPARED AT THE REQUEST OF COUNSEL
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage Arizona
PAGE i
1852102.31773
TABLE OF CONTENTS
COMMON ACRONYMS AND ABBREVIATIONS........................................................................ iii
SECTION 1.0 INTRODUCTION AND EXECUTIVE SUMMARY ..................................................... 1
1.1 Purpose ............................................................................................................................................................. 1
1.2 Findings and Conclusions .................................................................................................................................. 2
1.3 Non-Scope Considerations ................................................................................................................................ 2
SECTION 2.0 PROPERTY DESCRIPTION ................................................................................... 3
2.1 Current Uses of the Property ............................................................................................................................ 3
2.2 Current Uses of the Adjoining Properties ......................................................................................................... 4
SECTION 3.0 RECORDS REVIEW ............................................................................................. 5
3.1 Historical Use Information ................................................................................................................................ 5
3.1.1 The Property ........................................................................................................................................... 5
3.1.2 Adjoining Properties ............................................................................................................................... 5
3.2 Environmental Records Information ................................................................................................................. 5
3.3 Additional Records ............................................................................................................................................ 6
SECTION 4.0 PROPERTY RECONNAISSANCE ........................................................................... 7
4.1 Hazardous Substances and Petroleum Products .............................................................................................. 7
4.2 Storage Tanks .................................................................................................................................................... 7
4.2.1 Aboveground Storage Tanks .................................................................................................................. 7
4.2.2 Underground Storage Tanks ................................................................................................................... 7
4.3 Solid and Hazardous Waste............................................................................................................................... 7
4.4 Polychlorinated Biphenyls (PCBs) and Oil-Filled Equipment ............................................................................. 8
4.5 Air Emissions ..................................................................................................................................................... 8
4.6 Storm Water and Wastewater .......................................................................................................................... 8
4.7 Non-Scope Considerations ................................................................................................................................ 8
SECTION 5.0 INTERVIEWS AND USER-PROVIDED INFORMATION ............................................ 9
5.1 Interviews .......................................................................................................................................................... 9
5.2 User Provided Information................................................................................................................................ 9
5.2.1 Environmental Cleanup Liens or Activity and Use Limitations (40 CFR 312.25, 312.26) ........................ 9
5.2.2 Specialized Knowledge or Experience (40 CFR 312.28) .......................................................................... 9
5.2.3 Valuation Reduction for Environmental Issues (40 CFR 312.29) ............................................................ 9
5.2.4 Commonly Known or Reasonably Ascertainable Information (40 CFR 312.30) ................................... 10
5.2.5 Obvious Indicators of Contamination (40 CFR 312.31) ........................................................................ 10
SECTION 6.0 SOURCES ........................................................................................................ 11
SECTION 7.0 SCOPE AND LIMITATIONS ................................................................................ 12
7.1 Purpose ........................................................................................................................................................... 12
7.2 Scope of Services ............................................................................................................................................. 12
7.3 Significant Assumptions .................................................................................................................................. 12
7.4 Limitations and Exceptions ............................................................................................................................. 12
7.5 Special Terms and Conditions ......................................................................................................................... 13
7.6 User Reliance .................................................................................................................................................. 13
7.7 Data Gaps and Deviations ............................................................................................................................... 14
7.8 Signatures of Environmental Professional(s) .................................................................................................. 14
7.9 Qualifications of Environmental Professionals ............................................................................................... 14
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APPENDICES
Appendix A – Figures
Appendix B – Photographs
Appendix C – Historical Research Documentation
Appendix D – Regulatory Records Documentation
Appendix E – Qualifications
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COMMON ACRONYMS AND ABBREVIATIONS
Acronym/Abbreviation
Description
AAI
All Appropriate Inquiry
ACM
Asbestos-Containing Material
AST
Aboveground Storage Tank
bgs
Below Ground Surface
CERCLIS
Comprehensive Environmental Response, Compensation, and Liability Information System
CERCLIS-NFRAP
Comprehensive Environmental Response, Compensation, and Liability Information System
– No Further Remedial Action Planned
CORRACTS
Corrective Action Report
ECHO
Enforcement & Compliance History Information
EDR
Environmental Data Resources, Inc.
EDR MGP
EDR Manufactured Gas Plant – Suspected coal gas plants operating from the 1800s to
1950s to produce gas using whale oil, rosin, coal, or a mixture of coal, oil, and water.
EDR Hist Auto
EDR Historic Auto Gas Stations – Suspected gas, gas station, gasoline station, filling
station, auto, automobile repair, auto service station, service station, etc.
EDR Hist Cleaner
EDR Historic Dry Cleaner – Suspect dry cleaners, cleaners, laundry, laundromat,
cleaning/laundry, wash & dry etc.
ENG CONTROLS
Engineering Controls
EPA
Environmental Protection Agency
ERNS
Emergency Response Notification System
FINDS
Facility Index System/Facility Registry System
HIST
Historical
HMIRS
Hazardous Materials Incident Reporting System
HWS
Hazardous Waste Site
INST CONTROL
Institutional Controls
LUST
Leaking Underground Storage Tank
MANIFEST
Hazardous Waste Manifest
NPDES
National Pollutant Discharge Elimination System
NPL
National Priority List
OSHA
Occupational Health and Safety Administration
RCRA-CESQG
Resource Conservation Recovery Act – Conditionally Exempt Small Quantity Generator
RCRA-LQG
Resource Conservation Recovery Act – Large Quantity Generator
RCRA NonGen/NLR
Resource Conservation Recovery Act – Non Generators/No Longer Regulated
RCRA-SQG
Resource Conservation Recovery Act – Small Quantity Generator
RCRA-TSDF
Resource Conservation Recovery Act – Treatment Storage and Disposal
RGA
Recovered Government Archives
SHWS
State Hazardous Waste Site
SWF/LF
Solid Waste Facility/Landfill
UST
Underground Storage Tank
VCP
Voluntary Cleanup Program
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SECTION 1.0 INTRODUCTION AND EXECUTIVE SUMMARY
Cavco Industries, Inc., (Cavco) authorized Strata Environmental Services, Inc. (Strata) to perform a Phase
I Environmental Site Assessment (ESA) of the real property of Parcel 509-18-970 located at Joe R.
Ramirez Road and North Dysart Road, El Mirage, Maricopa County, Arizona (the Property). John F. Long
Family Revocable Living Trust owns the Property. Cavco will only operate on a section of Parcel 509-18-
970 (parent parcel) that runs 1400 feet south and 1300 feet east from the northwest corner of the
parcel. For the purposes of the ESA, Strata considers the Property to be only those areas that will be
under Cavco’s operational control as further described in Section 2.0. Mr. James G. Maynes of Strata,
conducted the site reconnaissance on December 13, 2018, and fulfilled other necessary research,
interviews, and reviews. Mr. Steven Like, Cavco Senior Vice President and Mr. Jacob F. Long, John F.
Long Family Revocable Living Trust Trustee (Site Contacts), provided knowledge of the uses and physical
characteristics of the Property.
1.1 Purpose
The primary purpose of the Phase I ESA is to identify recognized environmental conditions (RECs) in
connection with the Property in conformance with American Society for Testing and Materials (ASTM)
Practice E1527-13, and the U.S. Environmental Protection Agency (EPA) Standards and Practices for All
Appropriate Inquiries (AAI) (40 CFR Part 312). ASTM defines REC as the “presence or likely presence of
any hazardous substances or petroleum products in, on, or at a property: (1) due to any release [as
defined by CERCLA 42 U.S.C. § 9601] to the environment; (2) under conditions indicative of a release to
the environment; or (3) under conditions that pose a material threat of a future release to the
environment.” RECs in connection with a property include the presence and/or migration of hazardous
substances or petroleum products in any form including solid and liquid at the surface or subsurface,
and vapor in the subsurface. The definition of an REC does not include de minimis conditions that
generally do not present a material risk of harm to public health or the environment, and that generally
would not be the subject of an enforcement action if brought to the attention of appropriate
governmental agencies.
The Phase I ESA also serves to identify any known or suspect controlled recognized environmental
conditions (CRECs), or historical recognized environmental conditions (HRECs) in connection with the
Property. ASTM defines CREC as an “REC resulting from a past release of hazardous substances or
petroleum products that has been addressed to the satisfaction of the applicable regulatory authority
(for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-
based criteria established by the regulatory authority), with hazardous substances or petroleum
products allowed to remain in place subject to the implementation of required controls.” ASTM defines
an HREC as “a past release of any hazardous substances or petroleum products that has occurred in
connection with the property and has been addressed to the satisfaction of the applicable regulatory
authority (using current criteria), or meeting unrestricted use criteria established by the regulatory
authority, without subjecting the property to any required controls (for example, property use
restrictions, activity and use limitations, institutional controls, or engineering controls)”.
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1.2 Findings and Conclusions
We have performed a Phase I Environmental Site Assessment in conformance with the scope and
limitations of ASTM Practice E1527 of the Vacant Lot within CenterPoint Logistics Park located at Joe R.
Ramirez Road and North Dysart Road, El Mirage, Maricopa County, Arizona, the Property. Any
exceptions to, or deletions from, this practice are described in Sections 2 through 5 of this report. This
assessment has revealed no evidence of recognized environmental conditions, controlled recognized
environmental conditions, or historical recognized environmental conditions in connection with the
Property.
1.3 Non-Scope Considerations
The scope of this ESA did not include any environmental aspects in addition to those required by ASTM
and AAI (non-scope considerations).
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SECTION 2.0 PROPERTY DESCRIPTION
The Property is located in the Bumstead community within city limits of El Mirage, Arizona,
approximately three miles southwest of downtown. A portion of a U.S. Geological Survey Topographic
Map in Figure 1, located in Appendix A, shows the location and topographic features of the Property.
Figure 2 in Appendix A presents the property layout and surrounding land use. Appendix B includes
photographs taken during the site reconnaissance. Table 1 summarizes pertinent Property information.
Table 1. Property Information
Feature
Description
Property size:
41.78
Property shape:
Rectangular
Legal description:
Parcel Number 509-18-970, as recorded with the Maricopa County Assessor
Property topography:
Relatively flat with a gentle slope to the southeast
Groundwater flow:
Generally to the southeast toward the Aqua Fria River
Surface water features:
Concrete irrigation channels flow east and south along the dirt roads on or border the
Property; in the rose fields, water flows south through the rows of rose bushes
Building description and
use:
Vacant/Undeveloped
Building size:
N/A
Building age:
N/A
Building construction:
N/A
Other structures:
N/A
Heating system(s):
N/A
Cooling system(s):
N/A
Landscaped or
unimproved areas:
Entire Property is agricultural rose fields with the exception of dirt access roads
On-site roads/
parking/paved areas:
Dirt access roads border the existing agricultural fields
Potable water source:
N/A
Wells on-site:
None observed by Strata or reported by the Site Contacts
Sanitary sewer:
N/A
Storm sewer:
N/A
Zoning:
EI – Employment/Industry
2.1 Current Uses of the Property
The Property is developed in agricultural rose fields operated by Santa Lucia Farms with the exception of
dirt access roads along the borders of each field. See Section 4.0 for further information regarding
Strata’s site reconnaissance.
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2.2 Current Uses of the Adjoining Properties
Strata evaluated the current uses of adjoining properties. The property vicinity is located in an area of
agricultural development in El Mirage, Arizona. Table 2 summarizes the current uses of adjoining
properties, as observed by Strata from property boundaries or reported by the Site Contacts.
Table 2. Surrounding Properties
Direction
Occupant and/or Use
Potential Impact to the Property
North
Agricultural/rose field
None Likely
South
Agricultural/rose field
None Likely
East
Agricultural/rose field and Santa Lucia Farms/farming vehicle
and equipment storage
None Likely
West
Agricultural/fallow field
None Likely
Although Strata did not observe evidence of significant environmental impacts to the Property from past
uses and operations, historical cultivation of agricultural land may have been associated with the use of
pesticides and herbicides and may have resulted in releases on the Property; however, pesticides used
in accordance with labeling instructions are generally not considered a release of a hazardous substance
under the ASTM Phase I ESA standard. Therefore, while potential impacts to the environmental
condition of the Property from historical agricultural activities cannot be ruled out, Strata does not
consider such potential impacts an REC in connection with the Property. Further information regarding
site observations is presented in Section 4.0.
Strata did not observe evidence of environmental contamination (e.g., spills, stained soils, groundwater
monitoring wells) or any pits, ponds, or lagoons at any of the adjoining properties or other activities
indicative of releases that could potentially impact the Property.
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SECTION 3.0 RECORDS REVIEW
Strata obtained and reviewed historical sources and environmental records pertaining to the Property
and vicinity. This section discusses the various sources and records Strata reviewed and relevant
findings.
3.1 Historical Use Information
Strata reviewed reasonably ascertainable, standard historical sources including aerial photographs,
historical topographic maps, city street directories, and interviewed the Site Contacts. Sanborn® fire
insurance maps were not available for the Property.
3.1.1 The Property
Strata investigated past uses of the Property from the present back to the Property’s first developed use
or 1940, whichever was earlier. Table 3 summarizes the Property history. Appendix C provides
historical research documentation.
Table 3. Property History
Time
Period/Date
Occupant/Use
Source(s) of Information
Prior to ~1940
Agricultural/Undeveloped
Aerial photographs
~1940 to Present
Agricultural
Aerial photographs, Site Contacts
Based on historical information reviewed, reported uses, and the site walkdown, Strata discovered no
evidence for significant environmental impact to the Property from past uses and operations. Further
information regarding site observations is presented in Section 4.0.
3.1.2 Adjoining Properties
Strata’s review of the historical sources indicates that past uses on adjoining properties have generally
been the same as those Strata observed. Strata discovered no evidence for environmental
contamination of the Property by historical activities on the adjoining properties.
3.2
Environmental Records Information
Strata evaluated available records information from government agencies and other sources obtained
from Environmental Data Resources, Inc. (EDR). EDR searched (1) ASTM standard federal, state and
tribal environmental record sources; (2) reasonably ascertainable local records and/or additional
federal, state or tribal records provided to enhance and supplement the ASTM standard environmental
record sources; and (3) EDR’s proprietary collection of potential historical auto stations, dry cleaners,
and manufactured gas plants. EDR Radius Map Report, dated December 3, 2018, and provided in
Appendix D presents the Property and adjoining properties information identified within approximate
minimum search distances from the Property, as defined by ASTM Standard E1527-13, unless stated
otherwise.
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The database review did not identify the Property or surrounding properties in the databases that were
searched. Based on the information reviewed, there are no records of regulated activities or
contamination of the Property from present or past activities.
3.3
Additional Records
According to ASTM E1527-13 Section 8.2, pertinent regulatory agency files and/or records from an
alternative source should be reviewed if the Property or any adjoining property is identified on one or
more of the standard federal, state, or tribal environmental record sources as listed in Section 8.2.1.
Strata determined the standard environmental record sources described in Section 3.2 were sufficient to
meet the objectives of this ESA and that a file review was unnecessary. As such, Strata did not use
additional environmental records sources during this assessment.
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SECTION 4.0 PROPERTY RECONNAISSANCE
According to ASTM, “The objective of the site reconnaissance is to obtain information indicating the
likelihood of recognized environmental conditions (RECs) in connection with the Property.” Strata
interviewed the Site Contacts and inspected the Property to evaluate property uses, activities,
procedures, and practices. The site reconnaissance included an inspection of the property grounds.
Access was provided to all areas considered necessary to perform this assessment. Strata encountered
no limiting conditions. This section summarizes Strata’s observations and findings.
4.1
Hazardous Substances and Petroleum Products
Strata did not observe any hazardous substances or petroleum products on-site. Strata did not observe
any stressed vegetation, discolored or stained soil or pavement, areas of corrosion, pools of liquid, or
other signs of historical spills, releases, or environmental damage on the Property related to the use,
handling, or storage of hazardous substances or petroleum products, and the Site Contacts did not
report any such incidences. Based on site observations and available information from the Site
Contacts, Strata discovered no evidence for significant contamination of the Property from the handling
and storage of hazardous substances or petroleum products.
4.2
Storage Tanks
Determining the presence of aboveground storage tanks (ASTs) and underground storage tanks (USTs) is
considered essential in assessing potential contamination sources. Strata used visual inspection and
tank registration records to determine the possible existence of past and present storage tanks on the
Property.
4.2.1 Aboveground Storage Tanks
Strata did not identify any evidence of the existence of ASTs on the Property, past or present. Strata did
not identify any outstanding issues regarding the potential impact from ASTs to the environmental
condition of the Property.
4.2.2 Underground Storage Tanks
Strata did not identify any evidence of the existence of USTs on the Property, past or present. Strata did
not identify any outstanding issues regarding the potential impact from USTs to the environmental
condition of the Property.
4.3
Solid and Hazardous Waste
Strata interviewed the Site Contacts and surveyed the Property to evaluate wastes generated on the
Property. Strata did not observe, nor did the Site Contacts report, any solid or hazardous wastes to be
currently generated on the Property. Based on observations, Strata discovered no evidence for
significant contamination of the Property from the generation or storage of solid or hazardous wastes.
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4.4
Polychlorinated Biphenyls (PCBs) and Oil-Filled Equipment
Because of their nonflammable characteristics, polychlorinated biphenyls (PCBs) may be found in oil-
filled electrical equipment such as transformers, capacitors, switches, compressors, and heat transfer
equipment. U.S. EPA regulation 40 CFR, Part 761 identifies three categories for classifying electrical
equipment: less than 50 ppm of PCBs, “Non-PCB”; between 50 and 500 ppm, “PCB-Contaminated”; and
greater than 500 ppm, “PCB”. PCBs can also be found in hydraulic lift systems such as vehicle lifts,
hoists, and elevators. Strata inspected the Property for the presence of liquid-cooled electrical and
hydraulic equipment, which could be potential sources of PCBs and/or petroleum impacts to the
Property.
Strata did not observe any transformers or other potential sources of PCBs on the Property. Strata did
not identify any outstanding issues regarding the potential impact of PCBs to the environmental
condition of the Property.
4.5
Air Emissions
Based on observed and reported activities, Strata did not identify any air emissions sources currently at
the Property. Strata did not identify any issues relating to odors or fumes from facility operations, and
Site Contacts did not report any historic or current complaints from neighbors or regulatory agencies.
Strata did not identify any issues regarding air emissions.
4.6
Storm Water and Wastewater
Because the Property is developed as agricultural farm land, most storm water infiltrates the ground
surface. Excess storm water from the grounds flows over land across the Property along the crop rows
to the south. Concrete irrigation channels convey water east and south along the dirt roads that
separate the fields. Strata did not observe any sheens or other signs of contamination associated with
any of the storm water drainage features. Strata did not identify any issues related to storm water.
Because the site is undeveloped, Strata did not observe any sanitary or process wastewater discharges.
Strata did not identify any evidence of the existence of any septic tanks located on the Property, past or
present. Strata did not identify any outstanding issues regarding the potential impact of wastewater to
the environmental condition of the Property.
4.7
Non-Scope Considerations
This section discusses any additional environmental aspects associated with the Property outside the
scope of ASTM E1527-13 that were investigated by Strata at the client’s request for the purpose of
assessing additional relevant environmental liabilities that could result in future costs associated with
the Property’s use or redevelopment, and to identify factors to comply with certain environmental laws.
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SECTION 5.0 INTERVIEWS AND USER-PROVIDED INFORMATION
Strata conducted interviews and obtained information from the user as required by the AAI and ASTM
standards to identify Recognized Environmental Conditions (RECs) in connection with the Property. The
interviews and user provided information are discussed in this section.
5.1
Interviews
Table 4 lists the interviews Strata conducted with present owners and occupants. All pertinent
information relating to the environmental condition of the Property revealed in the interviews is
discussed in the previous sections of this report. Also, a summary of information provided by the user is
presented in Section 5.2.
Table 4. Interviews
Date
Name
Title or Position
Organization
November 30, 2018
Mr. Steven Like
Senior Vice President
Cavco
December 10, 2018
Mr. Jacob F. Long
Trustee
John F. Long Family Revocable Living
Trust Trustee
December 11, 2018
Ms. Kathy Delp
Farmer
Santa Lucia Farms
5.2
User Provided Information
For Landowner Liability Protections (LLP) offered by the Small Business Liability Relief and Brownfields
Revitalization Act of 2001 (the Brownfields Amendments), the user, defined by ASTM as the party on
whose behalf the ESA of the Property is prepared, must provide certain information, if available. The
user for this ESA is Cavco Industries, Inc. (the client). This section is based on a user questionnaire,
which includes the key user-provided information necessary to meet the AAI standard.
5.2.1 Environmental Cleanup Liens or Activity and Use Limitations (40 CFR 312.25, 312.26)
The client is not aware of any environmental cleanup liens against the Property that are filed or
recorded under federal, tribal, state or local law, or any activity or use limitations (AULs), such as
engineering controls, land use restrictions or institutional controls that are in place at the Property
and/or have been filed or recorded in a registry.
5.2.2 Specialized Knowledge or Experience (40 CFR 312.28)
The client does not have any specialized knowledge or experience related to the Property or nearby
properties with respect to the chemicals and processes used thereon.
5.2.3 Valuation Reduction for Environmental Issues (40 CFR 312.29)
The client believes the purchase price to be paid for this Property reasonably reflects the fair market
value of the Property.
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5.2.4 Commonly Known or Reasonably Ascertainable Information (40 CFR 312.30)
The client was not aware of the past uses of the Property, which are discussed in Section 3.0 of this
report. The client does not know of any specific chemicals that are present or were once present at the
Property, as discussed in Section 4.1 of this report. The client does not know of any spills or other
chemical releases that have taken place at the Property. The client does not know of any environmental
cleanups that have taken place at the Property.
5.2.5 Obvious Indicators of Contamination (40 CFR 312.31)
The client does not know of any pending, threatened, or past litigation relevant to hazardous substances
or petroleum products in, on, or from the Property. The client does not know of any pending,
threatened, or past administrative proceedings relevant to hazardous substances or petroleum products
in, on, or from the Property. The client does not know of any notices from any governmental entity
regarding any possible violation of environmental laws or possible liability relating to hazardous
substances or petroleum products. Therefore, as the user of this ESA, the client believes, based on
knowledge and experience related to the Property, there are no obvious indicators that point to the
presence, or likely presence of contamination of the Property.
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SECTION 6.0 SOURCES
American Society for Testing and Materials Standard Practice for Environmental Site Assessments: Phase
I Environmental Site Assessment Process (ASTM E1527-13).
Cavco Industries, “Proposed Site Plan,” Drawing No. A-1, Sheet 1, November 21, 2018.
“Chemical Record for Long Properties – Santa Lucia Farms,” January – November 2018.
Comprehensive Environmental Response, Compensation, and Liability Act of 1980 (CERCLA or
Superfund), as amended by Superfund Amendments and Reauthorization Act of 1986 (SARA) and Small
Business Liability Relief and Brownfields Revitalization Act of 2002 (Brownfield Amendments), 42 U.S.C.
§§9601, et. Seq.
Environmental Data Resources, Inc., “Certified Sanborn® Map Report – Vacant Lot within Centerpoint
Logistics Park, 10000 North Dysart Road, El Mirage, AZ 85335 – Unmapped Property,” Inquiry No.
5500068.3, December 3, 2018.
Environmental Data Resources, Inc., “EDR Historical Topo Map Report – Vacant Lot within Centerpoint
Logistics Park, 10000 North Dysart Road, El Mirage, AZ 85335 – 1957, 1971, 1974, 1982, and 2014,” No.
5500068.4, December 3, 2018.
Environmental Data Resources, Inc., “The EDR Aerial Photo Decade Package –Vacant Lot within
Centerpoint Logistics Park, 10000 North Dysart Road, El Mirage, AZ 85335 – 1940, 1949, 1954, 1958,
1964, 1976, 1979, 1981, 1986, 1992, 1997, 2007, 2010, 2013, and 2017,” Inquiry No. 5500068.8,
December 3, 2018.
Environmental Data Resources, Inc., “The EDR-City Directory Image Report – Vacant Lot within
Centerpoint Logistics Park, 10000 North Dysart Road, El Mirage, AZ 85335,” Inquiry No. 5500068.5,
December 5, 2018.
Environmental Data Resources, Inc., “The EDR Radius Map™ Report with GeoCheck®– Vacant Lot within
Centerpoint Logistics Park, 10000 North Dysart Road, El Mirage, AZ 85335,” Inquiry No. 5500068.2s,
December 3, 2018.
Maricopa County Assessor’s Office, “Parcel and Owner Information – Parcel ID 509-18-970,” December
3, 2018.
U.S. Geological Survey Topographic Map, El Mirage Quadrangle, Dated 2014.
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SECTION 7.0 SCOPE AND LIMITATIONS
Cavco Industries, Inc. authorized Strata to conduct a Phase I Environmental Site Assessment (ESA) of the
real property of Parcel 509-18-970 located at Joe R. Ramirez Road and North Dysart Road, El Mirage,
Maricopa County, Arizona referred to in this report as “the Property”. John F. Long Family Revocable
Living Trust owns the Property. This ESA was performed in accordance with the American Society for
Testing and Materials (ASTM Practice E1527-13) and the U.S. Environmental Protection Agency (EPA)
Standards and Practices for All Appropriate Inquiries (AAI) (40 CFR Part 312).
7.1
Purpose
The general purpose of this Phase I ESA is to provide an objective, independent evaluation and
professional opinion regarding environmental conditions, if any, associated with the Property. Strata
reviewed available environmental records maintained by the company and interviewed persons
knowledgeable about the Property. The services performed and outlined in this report were based, in
part, upon visual observations of the Property and attendant structures.
7.2
Scope of Services
The scope of work for this assessment was in general accordance with the ASTM Standard Practice for
ESAs: Phase I ESA Process (ASTM Designation: E1527-13) and the EPA Standards and Practices for AAI.
These methodologies are described as representing good commercial and customary practice for
conducting an ESA of a property for the purpose of identifying Recognized Environmental Conditions
(RECs).
7.3
Significant Assumptions
While this report may provide an overview of potential environmental concerns, both past and present,
the ESA is limited by the availability of information at the time of the assessment. It is possible that
unreported disposal of waste or illegal activities impairing the environmental status of the Property may
have occurred which could not be identified. The conclusions and recommendations regarding
environmental conditions that are presented in this report are based on a scope of work authorized by
the client. Note, that virtually no scope of work, no matter how exhaustive, can identify all
contaminants or all conditions above and below ground.
7.4
Limitations and Exceptions
The report has been prepared in accordance with generally accepted environmental methodologies
referred to in ASTM E1527-13 and AAI, and contains all of the limitations inherent in these
methodologies. No other warranties, expressed or implied, are made as to the professional services
provided under the terms of our contract and included in this report.
Strata conducted this assessment using standard engineering and scientific judgment, principles, and
practices. Written qualifications of the assessor to perform this environmental review have been
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presented to the authorizing party. The ESA is based on visual observations recorded by the assessor
and information provided by personal interviews and records reviews from reasonably
ascertainable/standard sources that were practically reviewable, which information is assumed to be
correct. Strata has made no independent investigation as to the accuracy or completeness of the
information gained from secondary sources or personal interviews, and Strata also cannot guarantee the
accuracy or interpretations by others except where evidence suggested such information to be
incomplete or inaccurate and such information had significant bearing on matters under assessment.
This ESA does not include any intrusive sampling of soils or subsurface materials. Materials and
conditions that are concealed or inaccessible may not have been discovered during this ESA. The ESA
may include an evaluation of the nature and extent of potential contamination, but this evaluation is a
professional judgment based on interpretation of available investigations, geological and
hydrogeological reports for the Property and vicinity, experience with apparently similar properties, and
other relevant information. The information contained in this report is deemed reliable; however, there
cannot be a guarantee that all hazardous or potentially hazardous conditions have been identified or
located.
All findings and conclusions stated in this report are based on facts and circumstances as they existed
during the site reconnaissance and during the time period of preparation of this report and are further
limited by the mutually agreed upon Scope of Work, budget, and schedule. The objective of this report
was to assess environmental conditions at the Property, within the context of our contract and existing
environmental regulations within the applicable jurisdiction. Evaluating compliance of past or future
owners with applicable local, provincial and federal government laws and regulations was not included
in our contract for services. The report is not intended to be exhaustive in scope or imply a risk-free
property. Any change in fact or circumstance upon which this report is based may affect the expressed
findings and conclusions of this report. Should this occur, Strata reserves the right to modify its
opinion(s), as necessary.
Strata makes no warranties, expressed or implied, as to marketability of the Property or fitness for a
particular use. This report is intended to be used in its entirety; taking or using excerpts from this report
is not permitted and any party doing so does at its own risk. Information in this report is not to be
construed as legal advice. All data, maps, field notes, report drafts, and other related information held
by the consultant are confidential and restricted, and are only available to the client, and upon written
approval from client, to client’s attorney or designated agents, unless otherwise required by law.
7.5
Special Terms and Conditions
There were no special terms or contractual conditions for this ESA.
7.6
User Reliance
This report may be distributed and relied upon by Cavco Industries, Inc., its successors and assigns.
Reliance on the information and conclusions in this report by any other person or entity is not
authorized without the written consent of Strata.
PRIVILEGED AND CONFIDENTIAL
PREPARED AT THE REQUEST OF COUNSEL
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage Arizona
PAGE 14
1852102.31773
7.7
Data Gaps and Deviations
Strata identified no data gaps that affected the ability to identify RECs associated with the Property.
7.8
Signatures of Environmental Professional(s)
We declare that, to the best of our professional knowledge and belief, we meet the definition of
Environmental Professional as defined in §312.10 of 40 CFR 312. We have the specific qualifications
based on education, training, and experience to assess a property of the nature, history, and setting of
the property. We have developed and performed the all appropriate inquiries in conformance with the
standards and practices set forth in 40 CFR Part 312.
Prepared by:
James G. Maynes, P.E.
Engineer
Charles W. Ferst, PE, CPEA, REPA
7.9
Qualifications of Environmental Professionals
The qualifications of the environmental professional(s) and personnel conducting the site
reconnaissance and interviews (if conducted by someone other than an environmental professional) are
provided in Appendix E.
PRIVILEGED AND CONFIDENTIAL
PREPARED AT THE REQUEST OF COUNSEL
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
APPENDIX A
FIGURES
PRIVILEGED AND CONFIDENTIAL
PREPARED AT THE REQUEST OF COUNSEL
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
APPENDIX B
PHOTOGRAPHS
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
PAGE B-1
Photograph 1: View of the Property from the northeast corner
Photograph 2: View to the west along the northern property boundary
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
PAGE B-2
Photograph 3: Concrete irrigation channel along the northern property boundary
Photograph 4: View to the south along the dirt road separating the rose field from the western fallow
field
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
PAGE B-3
Photograph 5: View to the east from the approximate northwest corner of the Property
Photograph 6: View to the south from the approximate northwest corner of the Property
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
PAGE B-4
Photograph 7: Rose bush harvest on the southern portion of the Property
Photograph 8: View to the west along the dirt road separating the northern and southern portions of
the Property
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
PAGE B-5
Photograph 9: Santa Lucia Farms vehicle and equipment storage property to the east
PRIVILEGED AND CONFIDENTIAL
PREPARED AT THE REQUEST OF COUNSEL
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
APPENDIX C
HISTORICAL RESEARCH DOCUMENTATION
EDR Historical Topo Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
with QuadMatch™
Vacant Lot Within Centerpoint Logistics Park
10000 North Dysart Road
El Mirage, AZ 85335
December 03, 2018
5500068.4
EDR Historical Topo Map Report
EDR Inquiry #
Search Results:
P.O.#
Project:
Maps Provided:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein
are the property of their respective owners.
page
-
Coordinates:
Latitude:
Longitude:
UTM Zone:
UTM X Meters:
UTM Y Meters:
Elevation:
Contact:
Site Name:
Client Name:
2014
1982
1974
1971
1957
12/03/18
Vacant Lot Within Centerpoint L
STRATA Environmental Serv Inc.
10000 North Dysart Road
110 Perimeter Park
El Mirage, AZ 85335
Knoxville, TN 37922
5500068.4
James Maynes
EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by
STRATA Environmental Serv Inc. were identified for the years listed below. EDR’s Historical Topo Map Report is designed
to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo
Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late
1800s.
NA
33.571055 33° 34' 16" North
1852102
-112.346018 -112° 20' 46" West
Zone 12 North
375072.36
3715408.60
1112.00' above sea level
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot
be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY
EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE
OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL
DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any
analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to
provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
5500068
4
2
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets.
-
2014 Source Sheets
2014
El Mirage
7.5-minute, 24000
1982 Source Sheets
1982
El Mirage
7.5-minute, 24000
Aerial Photo Revised 1978
1974 Source Sheets
1974
El Mirage
7.5-minute, 24000
Aerial Photo Revised 1974
1971 Source Sheets
1971
El Mirage
7.5-minute, 24000
Aerial Photo Revised 1971
5500068
4
3
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets.
-
1957 Source Sheets
1957
El Mirage
7.5-minute, 24000
Aerial Photo Revised 1954
5500068
4
4
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
E
W
SW S SE
NW N NE
2014
0 Miles
0.25
0.5
1
1.5
Vacant Lot Within Centerpoint Logistics P
10000 North Dysart Road
El Mirage, AZ 85335
STRATA Environmental Serv Inc.
TP, El Mirage, 2014, 7.5-minute
5500068
4
5
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
E
W
SW S SE
NW N NE
1982
0 Miles
0.25
0.5
1
1.5
Vacant Lot Within Centerpoint Logistics P
10000 North Dysart Road
El Mirage, AZ 85335
STRATA Environmental Serv Inc.
TP, El Mirage, 1982, 7.5-minute
5500068
4
6
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
E
W
SW S SE
NW N NE
1974
0 Miles
0.25
0.5
1
1.5
Vacant Lot Within Centerpoint Logistics P
10000 North Dysart Road
El Mirage, AZ 85335
STRATA Environmental Serv Inc.
TP, El Mirage, 1974, 7.5-minute
5500068
4
7
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
E
W
SW S SE
NW N NE
1971
0 Miles
0.25
0.5
1
1.5
Vacant Lot Within Centerpoint Logistics P
10000 North Dysart Road
El Mirage, AZ 85335
STRATA Environmental Serv Inc.
TP, El Mirage, 1971, 7.5-minute
5500068
4
8
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
E
W
SW S SE
NW N NE
1957
0 Miles
0.25
0.5
1
1.5
Vacant Lot Within Centerpoint Logistics P
10000 North Dysart Road
El Mirage, AZ 85335
STRATA Environmental Serv Inc.
TP, El Mirage, 1957, 7.5-minute
5500068
4
9
The EDR Aerial Photo Decade Package
Vacant Lot Within Centerpoint Logistics Park
10000 North Dysart Road
El Mirage, AZ 85335
Inquiry Number:
December 03, 2018
5500068.8
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
2017
1"=500'
Flight Year: 2017
USDA/NAIP
2013
1"=500'
Flight Year: 2013
USDA/NAIP
2010
1"=500'
Flight Year: 2010
USDA/NAIP
2007
1"=500'
Flight Year: 2007
USDA/NAIP
1997
1"=750'
Flight Date: April 30, 1997
USGS
1992
1"=500'
Acquisition Date: September 28, 1992
USGS/DOQQ
1986
1"=500'
Flight Date: December 30, 1986
EDR Proprietary Landiscor
1981
1"=500'
Flight Date: May 17, 1981
USDA
1979
1"=500'
Flight Date: May 13, 1979
USDA
1976
1"=500'
Flight Date: December 28, 1976
EDR Proprietary Landiscor
1964
1"=500'
Flight Date: January 21, 1964
USDA
1958
1"=500'
Flight Date: February 01, 1958
USDA
1954
1"=500'
Flight Date: January 14, 1954
USDA
1949
1"=500'
Flight Date: March 27, 1949
USDA
1940
1"=500'
Flight Date: September 13, 1940
USDA
EDR Aerial Photo Decade Package
12/03/18
Vacant Lot Within Centerpoint L
Site Name:
Client Name:
STRATA Environmental Serv Inc.
10000 North Dysart Road
110 Perimeter Park
El Mirage, AZ 85335
Knoxville, TN 37922
EDR Inquiry # 5500068.8
Contact: James Maynes
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s
professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo
per decade.
Search Results:
Year
Scale
Details
Source
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE
ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more
information contact your EDR Account Executive.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot
be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY
EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE
OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL
DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any
analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to
provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are
the property of their respective owners.
5500068
8
-
page 2
5500068.8
2017
= 500'
5500068.8
2013
= 500'
5500068.8
2010
= 500'
5500068.8
2007
= 500'
5500068.8
1997
= 750'
Subject boundary not shown because it
exceeds image extent or image is not
georeferenced.
5500068.8
1992
= 500'
Subject boundary not shown because it
exceeds image extent or image is not
georeferenced.
5500068.8
1986
= 500'
5500068.8
1981
= 500'
5500068.8
1979
= 500'
5500068.8
1976
= 500'
5500068.8
1964
= 500'
5500068.8
1958
= 500'
5500068.8
1954
= 500'
5500068.8
1949
= 500'
5500068.8
1940
= 500'
Certified Sanborn® Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Vacant Lot Within Centerpoint Logistics Park
10000 North Dysart Road
El Mirage, AZ 85335
December 03, 2018
5500068.3
Certified Sanborn® Map Report
Certified Sanborn Results:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein
are the property of their respective owners.
page
-
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:
Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
Limited Permission To Make Copies
Sanborn® Library search results
Contact:
EDR Inquiry #
Site Name:
Client Name:
Certification #
PO #
Project
12/03/18
10000 North Dysart Road
Vacant Lot Within Centerpoint L
STRATA Environmental Serv Inc.
110 Perimeter Park
El Mirage, AZ 85335
5500068.3
Knoxville, TN 37922
James Maynes
The Sanborn Library has been searched by EDR and maps covering the target property location as provided by STRATA Environmental
Serv Inc. were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The
collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc.
(EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection.
Results can be authenticated by visiting www.edrnet.com/sanborn.
The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the
day this report was generated.
B25A-4780-94FB
NA
UNMAPPED PROPERTY
1852102
This report certifies that the complete holdings of the Sanborn Library,
LLC collection have been searched based on client supplied target
property information, and fire insurance maps covering the target property
were not found.
Certification #: B25A-4780-94FB
STRATA Environmental Serv Inc. (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map
accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR
Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its
customer and their agents with EDR's copyright policy; a copy of which is available upon request.
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot
be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY
EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE
OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL
DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any
analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to
provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
5500068
3
2
Vacant Lot Within Centerpoint Logistics Park
10000 North Dysart Road
El Mirage, AZ 85335
Inquiry Number: 5500068.5
December 05, 2018
The EDR-City Directory Image Report
6 Armstrong Road
Shelton, CT 06484
800.352.0050
www.edrnet.com
Environmental Data Resources Inc
Environmental Data Resources Inc
Environmental Data Resources Inc
Environmental Data Resources Inc
TABLE OF CONTENTS
SECTION
Executive Summary
Findings
City Directory Images
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to
Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and
surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE
WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY
OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR
OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON
THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT
PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk
levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any
property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide
information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to
be construed as legal advice.
Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in
part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates.
All other trademarks used herein are the property of their respective owners.
EXECUTIVE SUMMARY
DESCRIPTION
Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities.
EDR’s City Directory Report includes a search of available city directory data at 5 year intervals.
RECORD SOURCES
EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun
& Bradstreet. These standard sources of property information complement and enhance each other to
provide a more comprehensive report.
EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The
purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction
of City Directories without permission of the publisher or licensed vendor may be a violation of copyright.
RESEARCH SUMMARY
The following research sources were consulted in the preparation of this report. A check mark indicates
where information was identified in the source and provided in this report.
Year
Target Street
Cross Street
Source
2014
þ
¨
EDR Digital Archive
2010
þ
¨
EDR Digital Archive
2005
þ
¨
EDR Digital Archive
2000
þ
¨
EDR Digital Archive
1995
þ
¨
EDR Digital Archive
1992
þ
¨
EDR Digital Archive
1987
¨
¨
Cole Criss-Cross Directory
1982
þ
¨
Cole Criss-Cross Directory
1977
þ
¨
Cole Criss-Cross Directory
1972
þ
¨
Cole Criss-Cross Directory
1968
¨
¨
Cole Criss-Cross Directory
1964
¨
¨
Cole Criss-Cross Directory
5500068- 5
Page 1
FINDINGS
TARGET PROPERTY STREET
10000 North Dysart Road
El Mirage, AZ 85335
Year
CD Image
Source
N DYSART RD
2014
pg A1
EDR Digital Archive
2010
pg A2
EDR Digital Archive
2005
pg A3
EDR Digital Archive
2000
pg A4
EDR Digital Archive
1995
pg A5
EDR Digital Archive
1992
pg A6
EDR Digital Archive
1987
-
Cole Criss-Cross Directory
Street not listed in Source
1982
pg A7
Cole Criss-Cross Directory
1977
pg A8
Cole Criss-Cross Directory
1972
pg A9
Cole Criss-Cross Directory
1968
-
Cole Criss-Cross Directory
Street not listed in Source
1964
-
Cole Criss-Cross Directory
Street not listed in Source
5500068- 5
Page 2
FINDINGS
CROSS STREETS
No Cross Streets Identified
5500068- 5
Page 3
City Directory Images
-
N DYSART RD
EDR Digital Archive
5500068.5 Page: A1
Source
Target Street
Cross Street
2014
8552
A TO Z TRANSMISSIONS
DESERT STREAM PROPERTIES LLC
FAST TRAXS TIRE COMPANY
HELTONS EXCAVATING INC
SIROCCO WEST INC
SUPERIOR PLATING LLC
VETERAN AUTOMOTIVE CARE
8628
ADC MOTORSPORTS & TIRE SP LLC
GIBSON, ROBERT
METAL KRAFT DESIGNS
8750
BUDGET TRUCK RENTAL
DBRV LLC
DYSART R V & BOAT STORAGE
JANTZEN HEATHER
10803
WARD, BRIAN
10833
DESERT COVE ASSEMBLY INC
10837
MARTINEZ NOAH
11001
FIDELIS CONSTRUCTION LLC
KNAPP, MARGARET M
11017
OCCUPANT UNKNOWN,
11029
HULSE, ROBERT G
11291
OCCUPANT UNKNOWN,
11405
EL MIRAGE ELEMENTARY SCHOOL
11425
DYSART UNIFIED SCHOOL DST 89
13777
VALERO CORNER STORE 1669
13915
LUPITAS MEXICAN RESTAURANT
METRO PCS
SMOKE AWAY LLC
14085
VALLEY CHILDCARE & LRNG CTR
15385
WALGREEN ARIZONA DRUG CO
-
N DYSART RD
EDR Digital Archive
5500068.5 Page: A2
Source
Target Street
Cross Street
2010
8552
A TO Z TRANSMISSIONS
DEERWESTER PAVING CO
DESERT STREAM PROPERTIES LLC
HELTONS EXCAVATING INC
PITCH COMPONENT SYSTEMS LLC
SUPERIOR PLATING LLC
8628
BABY BULL ENTERPRISES LLC
CUSTOM COACH WORKS
EL MIRAGE BODY N COLLISSION
METAL KRAFT DESIGNS
SHERMANS FABRICATION
8750
BUDGET TRUCK RENTAL
DYSART R V & BOAT STORAGE
JANTZEN HEATHER
10803
GENDER, STEVE W
10833
DESERT COVE ASSEMBLY INC
11001
FIDELIS CONSTRUCTION LLC
SMITH, JILL D
11017
RIVADENEYRA, ROBERT J
11029
HULSE, NICOLASA H
11425
DHS ATHLETIC BOOSTERS CLUB
DYSART UNIFIED SCHOOL DST 89
13915
ANYTIME FITNESS
CASTILLOS MEXICAN FOOD
DESERT WEST MANAGEMENT
RIFF RAFF BAR AND GRILL
WVSA BOOSTER CLUB
14085
VALLEY CHILD CARE & LRNG CTR
15385
WALGREEN ARIZONA DRUG CO
-
N DYSART RD
EDR Digital Archive
5500068.5 Page: A3
Source
Target Street
Cross Street
2005
8552
BENCHMARK MARBLE CORP
DEERWESTER PAVING CO
DESERT STREAM PROPERTIES LLC
GLOBAL MACHINERY
GLOBAL MACHINERY BROKERS INC
SIROCCO WEST INC
SUPERIOR PLATING LLC
SWITZER, RAY E
WEST VALLEY PROPANE INC
8628
DEL MARTENSON DEVELOPMENT CORP
10803
ODELL, TERRY
10833
DESERT COVE ASSEMBLY INC
JOHNSTON, DAVE
11001
ISLES, IDRIS A
LEGRAND JIM
TRI STATE MOBILE
11017
CONNER, HATSUKO A
11029
HULSE, DONALD K
11291
WOLFLEY, VERN A
11405
DYSART MIGRANT HEAD START PRGM
DYSART UNIFIED SCHOOL DST 89
14085
VALLEY CHILD CARE & LEARNING C
15385
WALGREEN CO
-
N DYSART RD
EDR Digital Archive
5500068.5 Page: A4
Source
Target Street
Cross Street
2000
8552
ALLIED COMPONENTS INC
BENCHMARK MARBLE CORP
ROYS CUSTOM WOODWORK
RYAN LUMBER COMPANY
WEST VALLEY PROPANE INC
10803
WORTH, KAREN
10833
DESERT COVE ASSEMBLY INC
JOHNSTON, DAVE
11001
LEGRAND, KAREN
11017
CONNER, LUTHER
11291
WOLFLEY, VERN A
11405
DYSART UNIFIED SCHOOL DST 89
KINGSWOOD ELEM SCHOOL
-
N DYSART RD
EDR Digital Archive
5500068.5 Page: A5
Source
Target Street
Cross Street
1995
8552
BENCHMARK MARBLE CORP
ROYS CUSTOM WOODWORK & RMDLG
9801
GARCIA, H
11405
DYSART UNIFIED DISTRICT 89
DYSART UNIFIED SCHOOL DIST 89
-
N DYSART RD
EDR Digital Archive
5500068.5 Page: A6
Source
Target Street
Cross Street
1992
11405
DYSART UNIFIED DISTRICT 89
-
N DYSART RD
Cole Criss-Cross Directory
5500068.5 Page: A7
Source
Target Street
Cross Street
1982
-
N DYSART RD
Cole Criss-Cross Directory
5500068.5 Page: A8
Source
Target Street
Cross Street
1977
-
N DYSART RD
Cole Criss-Cross Directory
5500068.5 Page: A9
Source
Target Street
Cross Street
1972
PRIVILEGED AND CONFIDENTIAL
PREPARED AT THE REQUEST OF COUNSEL
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
APPENDIX D
REGULATORY RECORDS DOCUMENTATION
FORM-LBC-DVV
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6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Vacant Lot Within Centerpoint Logistics Park
10000 North Dysart Road
El Mirage, AZ 85335
Inquiry Number: 5500068.2s
December 03, 2018
SECTION
PAGE
Executive Summary
ES1
Overview Map
2
Detail Map
3
Map Findings Summary
4
Map Findings
8
Orphan Summary
9
Government Records Searched/Data Currency Tracking
GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum
A-1
Physical Setting Source Summary
A-2
Physical Setting SSURGO Soil Map
A-5
Physical Setting Source Map
A-16
Physical Setting Source Map Findings
A-18
Physical Setting Source Records Searched
PSGR-1
TC5500068.2s Page 1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TABLE OF CONTENTS
EXECUTIVE SUMMARY
TC5500068.2s EXECUTIVE SUMMARY 1
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site
Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited
Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed
for the evaluation of environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
10000 NORTH DYSART ROAD
EL MIRAGE, AZ 85335
COORDINATES
33.5710550 - 33˚ 34’ 15.79’’
Latitude (North):
112.3460180 - 112˚ 20’ 45.66’’
Longitude (West):
Zone 12
Universal Tranverse Mercator:
375069.6
UTM X (Meters):
3715215.5
UTM Y (Meters):
1112 ft. above sea level
Elevation:
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
6718613 EL MIRAGE, AZ
Target Property Map:
2014
Version Date:
AERIAL PHOTOGRAPHY IN THIS REPORT
20150529
Portions of Photo from:
USDA
Source:
5500068.2s Page 2
Reg
LUKE AIR FORCE BASE
DOD
Same
1 ft.
MAPPED SITES SUMMARY
Target Property Address:
10000 NORTH DYSART ROAD
EL MIRAGE, AZ 85335
Click on Map ID to see full detail.
MAP
RELATIVE
DIST (ft. & mi.)
ID
DATABASE ACRONYMS
ELEVATION
DIRECTION
SITE NAME
ADDRESS
EXECUTIVE SUMMARY
TC5500068.2s EXECUTIVE SUMMARY 3
TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL
National Priority List
Proposed NPL
Proposed National Priority List Sites
NPL LIENS
Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL
National Priority List Deletions
Federal CERCLIS list
FEDERAL FACILITY
Federal Facility Site Information listing
SEMS
Superfund Enterprise Management System
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE
Superfund Enterprise Management System Archive
Federal RCRA CORRACTS facilities list
CORRACTS
Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF
RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-LQG
RCRA - Large Quantity Generators
RCRA-SQG
RCRA - Small Quantity Generators
RCRA-CESQG
RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls / engineering controls registries
LUCIS
Land Use Control Information System
US ENG CONTROLS
Engineering Controls Sites List
EXECUTIVE SUMMARY
TC5500068.2s EXECUTIVE SUMMARY 4
US INST CONTROL
Sites with Institutional Controls
Federal ERNS list
ERNS
Emergency Response Notification System
State- and tribal - equivalent NPL
AZ NPL
NPL Detail Listing
AZ WQARF
Water Quality Assurance Revolving Fund Sites
State- and tribal - equivalent CERCLIS
SPL
Superfund Program List
SHWS
ZipAcids List
State and tribal landfill and/or solid waste disposal site lists
SWF/LF
Directory of Solid Waste Facilities
State and tribal leaking storage tank lists
LUST
Leaking Underground Storage Tank Listing
INDIAN LUST
Leaking Underground Storage Tanks on Indian Land
State and tribal registered storage tank lists
FEMA UST
Underground Storage Tank Listing
UST
Underground Storage Tank Listing
AST
List of Aboveground Storage Tanks
INDIAN UST
Underground Storage Tanks on Indian Land
State and tribal institutional control / engineering control registries
AZURITE
Remediation and DEUR/VEMUR Tracking System
AUL
DEUR Database
State and tribal voluntary cleanup sites
VCP
Voluntary Remediation Program Sites
INDIAN VCP
Voluntary Cleanup Priority Listing
State and tribal Brownfields sites
BROWNFIELDS
Brownfields Tracking System
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS
A Listing of Brownfields Sites
Local Lists of Landfill / Solid Waste Disposal Sites
SWTIRE
Solid Waste Tire Facilities
EXECUTIVE SUMMARY
TC5500068.2s EXECUTIVE SUMMARY 5
INDIAN ODI
Report on the Status of Open Dumps on Indian Lands
DEBRIS REGION 9
Torres Martinez Reservation Illegal Dump Site Locations
ODI
Open Dump Inventory
IHS OPEN DUMPS
Open Dumps on Indian Land
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL
Delisted National Clandestine Laboratory Register
CDL
Clandestine Drug Labs
US CDL
National Clandestine Laboratory Register
Local Land Records
LIENS 2
CERCLA Lien Information
Records of Emergency Release Reports
HMIRS
Hazardous Materials Information Reporting System
SPILLS
Hazardous Material Logbook
SPILLS 90
SPILLS 90 data from FirstSearch
Other Ascertainable Records
RCRA NonGen / NLR
RCRA - Non Generators / No Longer Regulated
FUDS
Formerly Used Defense Sites
SCRD DRYCLEANERS
State Coalition for Remediation of Drycleaners Listing
US FIN ASSUR
Financial Assurance Information
EPA WATCH LIST
EPA WATCH LIST
2020 COR ACTION
2020 Corrective Action Program List
TSCA
Toxic Substances Control Act
TRIS
Toxic Chemical Release Inventory System
SSTS
Section 7 Tracking Systems
ROD
Records Of Decision
RMP
Risk Management Plans
RAATS
RCRA Administrative Action Tracking System
PRP
Potentially Responsible Parties
PADS
PCB Activity Database System
ICIS
Integrated Compliance Information System
FTTS
FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide
Act)/TSCA (Toxic Substances Control Act)
MLTS
Material Licensing Tracking System
COAL ASH DOE
Steam-Electric Plant Operation Data
COAL ASH EPA
Coal Combustion Residues Surface Impoundments List
PCB TRANSFORMER
PCB Transformer Registration Database
RADINFO
Radiation Information Database
HIST FTTS
FIFRA/TSCA Tracking System Administrative Case Listing
DOT OPS
Incident and Accident Data
CONSENT
Superfund (CERCLA) Consent Decrees
INDIAN RESERV
Indian Reservations
FUSRAP
Formerly Utilized Sites Remedial Action Program
UMTRA
Uranium Mill Tailings Sites
LEAD SMELTERS
Lead Smelter Sites
US AIRS
Aerometric Information Retrieval System Facility Subsystem
US MINES
Mines Master Index File
ABANDONED MINES
Abandoned Mines
EXECUTIVE SUMMARY
TC5500068.2s EXECUTIVE SUMMARY 6
FINDS
Facility Index System/Facility Registry System
UXO
Unexploded Ordnance Sites
DOCKET HWC
Hazardous Waste Compliance Docket Listing
ECHO
Enforcement & Compliance History Information
FUELS PROGRAM
EPA Fuels Program Registered Listing
AIRS
Arizona Airs Database
Aquifer
Waste Water Treatment Facilities
AZ DOD
Department of Defense Sites
Dry Wells
Drywell Registration
DRYCLEANERS
Drycleaner Facility Listing
EMAP
All Places of Interest Listing
Enforcement
Enforcement and Violation Listing
Financial Assurance
Financial Assurance Information Listing
MANIFEST
Facility and Manifest Data
VAPOR
Vapor Intrusion
UIC
Underground Injection Control Wells
SPDES
NPDES
WWFAC
Waste Water Treatment Facilities
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP
EDR Proprietary Manufactured Gas Plants
EDR Hist Auto
EDR Exclusive Historical Auto Stations
EDR Hist Cleaner
EDR Exclusive Historical Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS
Recovered Government Archive State Hazardous Waste Facilities List
RGA LF
Recovered Government Archive Solid Waste Facilities List
RGA LUST
Recovered Government Archive Leaking Underground Storage Tank
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
EXECUTIVE SUMMARY
TC5500068.2s EXECUTIVE SUMMARY 7
ADDITIONAL ENVIRONMENTAL RECORDS
Other Ascertainable Records
DOD: Consists of federally owned or administered lands, administered by the Department of
Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S.
Virgin Islands.
A review of the DOD list, as provided by EDR, and dated 12/31/2005 has revealed that there is 1 DOD
site within approximately 1 mile of the target property.
Page
Map ID
Direction / Distance
Address
Equal/Higher Elevation
____________________
________
___________________
_____
_____
LUKE AIR FORCE BASE
0 - 1/8 (0.000 mi.)
0
8
EXECUTIVE SUMMARY
TC5500068.2s EXECUTIVE SUMMARY 8
There were no unmapped sites in this report.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
MAP FINDINGS SUMMARY
Search
Target
Distance
Total
Database
Property
(Miles)
< 1/8
1/8 - 1/4
1/4 - 1/2
1/2 - 1
> 1
Plotted
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
0
NR
0
0
0
0
1.000
NPL
0
NR
0
0
0
0
1.000
Proposed NPL
0
NR
NR
NR
NR
0
0.001
NPL LIENS
Federal Delisted NPL site list
0
NR
0
0
0
0
1.000
Delisted NPL
Federal CERCLIS list
0
NR
NR
0
0
0
0.500
FEDERAL FACILITY
0
NR
NR
0
0
0
0.500
SEMS
Federal CERCLIS NFRAP site list
0
NR
NR
0
0
0
0.500
SEMS-ARCHIVE
Federal RCRA CORRACTS facilities list
0
NR
0
0
0
0
1.000
CORRACTS
Federal RCRA non-CORRACTS TSD facilities list
0
NR
NR
0
0
0
0.500
RCRA-TSDF
Federal RCRA generators list
0
NR
NR
NR
0
0
0.250
RCRA-LQG
0
NR
NR
NR
0
0
0.250
RCRA-SQG
0
NR
NR
NR
0
0
0.250
RCRA-CESQG
Federal institutional controls /
engineering controls registries
0
NR
NR
0
0
0
0.500
LUCIS
0
NR
NR
0
0
0
0.500
US ENG CONTROLS
0
NR
NR
0
0
0
0.500
US INST CONTROL
Federal ERNS list
0
NR
NR
NR
NR
0
0.001
ERNS
State- and tribal - equivalent NPL
0
NR
0
0
0
0
1.000
AZ NPL
0
NR
0
0
0
0
1.000
AZ WQARF
State- and tribal - equivalent CERCLIS
0
NR
0
0
0
0
1.000
SPL
0
NR
0
0
0
0
1.000
SHWS
State and tribal landfill and/or
solid waste disposal site lists
0
NR
NR
0
0
0
0.500
SWF/LF
State and tribal leaking storage tank lists
0
NR
NR
0
0
0
0.500
LUST
TC5500068.2s Page 4
MAP FINDINGS SUMMARY
Search
Target
Distance
Total
Database
Property
(Miles)
< 1/8
1/8 - 1/4
1/4 - 1/2
1/2 - 1
> 1
Plotted
0
NR
NR
0
0
0
0.500
INDIAN LUST
State and tribal registered storage tank lists
0
NR
NR
NR
0
0
0.250
FEMA UST
0
NR
NR
NR
0
0
0.250
UST
0
NR
NR
NR
0
0
0.250
AST
0
NR
NR
NR
0
0
0.250
INDIAN UST
State and tribal institutional
control / engineering control registries
0
NR
NR
0
0
0
0.500
AZURITE
0
NR
NR
0
0
0
0.500
AUL
State and tribal voluntary cleanup sites
0
NR
NR
0
0
0
0.500
VCP
0
NR
NR
0
0
0
0.500
INDIAN VCP
State and tribal Brownfields sites
0
NR
NR
0
0
0
0.500
BROWNFIELDS
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
0
NR
NR
0
0
0
0.500
US BROWNFIELDS
Local Lists of Landfill / Solid
Waste Disposal Sites
0
NR
NR
0
0
0
0.500
SWTIRE
0
NR
NR
0
0
0
0.500
INDIAN ODI
0
NR
NR
0
0
0
0.500
DEBRIS REGION 9
0
NR
NR
0
0
0
0.500
ODI
0
NR
NR
0
0
0
0.500
IHS OPEN DUMPS
Local Lists of Hazardous waste /
Contaminated Sites
0
NR
NR
NR
NR
0
0.001
US HIST CDL
0
NR
NR
NR
NR
0
0.001
CDL
0
NR
NR
NR
NR
0
0.001
US CDL
Local Land Records
0
NR
NR
NR
NR
0
0.001
LIENS 2
Records of Emergency Release Reports
0
NR
NR
NR
NR
0
0.001
HMIRS
0
NR
NR
NR
NR
0
0.001
SPILLS
0
NR
NR
NR
NR
0
0.001
SPILLS 90
Other Ascertainable Records
0
NR
NR
NR
0
0
0.250
RCRA NonGen / NLR
0
NR
0
0
0
0
1.000
FUDS
TC5500068.2s Page 5
MAP FINDINGS SUMMARY
Search
Target
Distance
Total
Database
Property
(Miles)
< 1/8
1/8 - 1/4
1/4 - 1/2
1/2 - 1
> 1
Plotted
1
NR
0
0
0
1
1.000
DOD
0
NR
NR
0
0
0
0.500
SCRD DRYCLEANERS
0
NR
NR
NR
NR
0
0.001
US FIN ASSUR
0
NR
NR
NR
NR
0
0.001
EPA WATCH LIST
0
NR
NR
NR
0
0
0.250
2020 COR ACTION
0
NR
NR
NR
NR
0
0.001
TSCA
0
NR
NR
NR
NR
0
0.001
TRIS
0
NR
NR
NR
NR
0
0.001
SSTS
0
NR
0
0
0
0
1.000
ROD
0
NR
NR
NR
NR
0
0.001
RMP
0
NR
NR
NR
NR
0
0.001
RAATS
0
NR
NR
NR
NR
0
0.001
PRP
0
NR
NR
NR
NR
0
0.001
PADS
0
NR
NR
NR
NR
0
0.001
ICIS
0
NR
NR
NR
NR
0
0.001
FTTS
0
NR
NR
NR
NR
0
0.001
MLTS
0
NR
NR
NR
NR
0
0.001
COAL ASH DOE
0
NR
NR
0
0
0
0.500
COAL ASH EPA
0
NR
NR
NR
NR
0
0.001
PCB TRANSFORMER
0
NR
NR
NR
NR
0
0.001
RADINFO
0
NR
NR
NR
NR
0
0.001
HIST FTTS
0
NR
NR
NR
NR
0
0.001
DOT OPS
0
NR
0
0
0
0
1.000
CONSENT
0
NR
NR
NR
NR
0
0.001
INDIAN RESERV
0
NR
0
0
0
0
1.000
FUSRAP
0
NR
NR
0
0
0
0.500
UMTRA
0
NR
NR
NR
NR
0
0.001
LEAD SMELTERS
0
NR
NR
NR
NR
0
0.001
US AIRS
0
NR
NR
NR
0
0
0.250
US MINES
0
NR
NR
NR
NR
0
0.001
ABANDONED MINES
0
NR
NR
NR
NR
0
0.001
FINDS
0
NR
0
0
0
0
1.000
UXO
0
NR
NR
NR
NR
0
0.001
DOCKET HWC
0
NR
NR
NR
NR
0
0.001
ECHO
0
NR
NR
NR
0
0
0.250
FUELS PROGRAM
0
NR
NR
NR
NR
0
0.001
AIRS
0
NR
NR
NR
NR
0
0.001
Aquifer
0
NR
NR
0
0
0
0.500
AZ DOD
0
NR
NR
NR
NR
0
0.001
Dry Wells
0
NR
NR
NR
0
0
0.250
DRYCLEANERS
0
NR
NR
NR
NR
0
0.001
EMAP
0
NR
NR
NR
NR
0
0.001
Enforcement
0
NR
NR
NR
NR
0
0.001
Financial Assurance
0
NR
NR
NR
0
0
0.250
MANIFEST
0
NR
NR
0
0
0
0.500
VAPOR
0
NR
NR
NR
NR
0
0.001
UIC
0
NR
NR
NR
NR
0
0.001
SPDES
0
NR
NR
0
0
0
0.500
WWFAC
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
0
NR
0
0
0
0
1.000
EDR MGP
TC5500068.2s Page 6
MAP FINDINGS SUMMARY
Search
Target
Distance
Total
Database
Property
(Miles)
< 1/8
1/8 - 1/4
1/4 - 1/2
1/2 - 1
> 1
Plotted
0
NR
NR
NR
NR
0
0.125
EDR Hist Auto
0
NR
NR
NR
NR
0
0.125
EDR Hist Cleaner
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
0
NR
NR
NR
NR
0
0.001
RGA HWS
0
NR
NR
NR
NR
0
0.001
RGA LF
0
NR
NR
NR
NR
0
0.001
RGA LUST
1
0
0
0
0
1
0
- Totals --
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC5500068.2s Page 7
MAP FINDINGS
Map ID
Direction
EDR ID Number
Distance
EPA ID Number
Database(s)
Site
Elevation
AZMARICOPA
Tile name:
Yes
DOD Site:
AZ
State:
Not reported
Name 3:
Not reported
Name 2:
Luke Air Force Base
Name 1:
Not reported
URL:
Not reported
Feature 3:
Not reported
Feature 2:
Air Force DOD
Feature 1:
DOD:
1 ft.
< 1/8
LUKE AIR FORCE BASE (County), AZ
Region
N/A
DOD
DOD
LUKE AIR FORCE BASE
CUSA144174
TC5500068.2s Page 8
ORPHAN SUMMARY
City
EDR ID
Site Name
Site Address
Zip
Database(s)
Count: 0 records.
NO SITES FOUND
TC5500068.2s Page 9
To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency
on a monthly or quarterly basis, as required.
Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days
from the date the government agency made the information available to the public.
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL: National Priority List
National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority
cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon
coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center
(EPIC) and regional EPA offices.
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 36
Source: EPA
Telephone: N/A
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Quarterly
NPL Site Boundaries
Sources:
EPA’s Environmental Photographic Interpretation Center (EPIC)
Telephone: 202-564-7333
EPA Region 1
EPA Region 6
Telephone 617-918-1143
Telephone: 214-655-6659
EPA Region 3
EPA Region 7
Telephone 215-814-5418
Telephone: 913-551-7247
EPA Region 4
EPA Region 8
Telephone 404-562-8033
Telephone: 303-312-6774
EPA Region 5
EPA Region 9
Telephone 312-886-6686
Telephone: 415-947-4246
EPA Region 10
Telephone 206-553-8665
Proposed NPL: Proposed National Priority List Sites
A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule
in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on
the NPL those sites that continue to meet the requirements for listing.
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 36
Source: EPA
Telephone: N/A
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Quarterly
NPL LIENS: Federal Superfund Liens
Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority
to file liens against real property in order to recover remedial action expenditures or when the property owner
received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens.
TC5500068.2s Page GR-1
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 10/15/1991
Date Data Arrived at EDR: 02/02/1994
Date Made Active in Reports: 03/30/1994
Number of Days to Update: 56
Source: EPA
Telephone: 202-564-4267
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: No Update Planned
Federal Delisted NPL site list
Delisted NPL: National Priority List Deletions
The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the
EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the
NPL where no further response is appropriate.
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 36
Source: EPA
Telephone: N/A
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Quarterly
Federal CERCLIS list
FEDERAL FACILITY: Federal Facility Site Information listing
A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive
Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities
Restoration and Reuse Office is involved in cleanup activities.
Date of Government Version: 11/07/2016
Date Data Arrived at EDR: 01/05/2017
Date Made Active in Reports: 04/07/2017
Number of Days to Update: 92
Source: Environmental Protection Agency
Telephone: 703-603-8704
Last EDR Contact: 07/06/2018
Next Scheduled EDR Contact: 10/15/2018
Data Release Frequency: Varies
SEMS: Superfund Enterprise Management System
SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites,
and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was
formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous
waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons,
pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA).
This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the
sites which are in the screening and assessment phase for possible inclusion on the NPL.
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 43
Source: EPA
Telephone: 800-424-9346
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Quarterly
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE: Superfund Enterprise Management System Archive
TC5500068.2s Page GR-2
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under
the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP,
renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while
it is archived if site conditions change and/or new information becomes available. Archived sites have been removed
and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge,
assessment at a site has been completed and that EPA has determined no further steps will be taken to list the
site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or
other considerations require a recommendation for listing at a later time. The decision does not necessarily mean
that there is no hazard associated with a given site; it only means that. based upon available information, the
location is not judged to be potential NPL site.
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 43
Source: EPA
Telephone: 800-424-9346
Last EDR Contact: 11/28/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Quarterly
Federal RCRA CORRACTS facilities list
CORRACTS: Corrective Action Report
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: EPA
Telephone: 800-424-9346
Last EDR Contact: 09/19/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF: RCRA - Treatment, Storage and Disposal
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that
move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the
waste. TSDFs treat, store, or dispose of the waste.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: (415) 495-8895
Last EDR Contact: 09/19/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
Federal RCRA generators list
RCRA-LQG: RCRA - Large Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate
over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: (415) 495-8895
Last EDR Contact: 09/19/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
TC5500068.2s Page GR-3
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
RCRA-SQG: RCRA - Small Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate
between 100 kg and 1,000 kg of hazardous waste per month.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: (415) 495-8895
Last EDR Contact: 09/19/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators
(CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: (415) 495-8895
Last EDR Contact: 09/19/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
Federal institutional controls / engineering controls registries
LUCIS: Land Use Control Information System
LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure
properties.
Date of Government Version: 05/14/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: Department of the Navy
Telephone: 843-820-7326
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Varies
US ENG CONTROLS: Engineering Controls Sites List
A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building
foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental
media or effect human health.
Date of Government Version: 07/31/2018
Date Data Arrived at EDR: 08/28/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 17
Source: Environmental Protection Agency
Telephone: 703-603-0695
Last EDR Contact: 11/28/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
US INST CONTROL: Sites with Institutional Controls
A listing of sites with institutional controls in place. Institutional controls include administrative measures,
such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation
care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally
required as part of the institutional controls.
Date of Government Version: 07/31/2018
Date Data Arrived at EDR: 08/28/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 17
Source: Environmental Protection Agency
Telephone: 703-603-0695
Last EDR Contact: 11/28/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
TC5500068.2s Page GR-4
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Federal ERNS list
ERNS: Emergency Response Notification System
Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous
substances.
Date of Government Version: 09/24/2018
Date Data Arrived at EDR: 09/25/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 45
Source: National Response Center, United States Coast Guard
Telephone: 202-267-2180
Last EDR Contact: 09/25/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
State- and tribal - equivalent NPL
AZ NPL: NPL Detail Listing
Detailed site information for NPL sites from the Arizona Department of Environmental Quality.
Date of Government Version: 09/30/2018
Date Data Arrived at EDR: 10/16/2018
Date Made Active in Reports: 10/16/2018
Number of Days to Update: 0
Source: Department of Environmental Quality
Telephone: 602-771-4609
Last EDR Contact: 11/21/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
WQARF: Water Quality Assurance Revolving Fund Sites
Sites which may have an actual or potential impact upon the waters of the state, cause by hazardous substances.
The WQARF program provides matching funds to political subdivisions and other state agencies for clean-up activities.
Date of Government Version: 09/30/2018
Date Data Arrived at EDR: 10/16/2018
Date Made Active in Reports: 10/16/2018
Number of Days to Update: 0
Source: Department of Environmental Quality
Telephone: 602-771-4360
Last EDR Contact: 11/21/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Annually
State- and tribal - equivalent CERCLIS
SPL: Superfund Program List
The list is representative of the sites and potential sites within the jurisdiction of the Superfund Program Section.
It is comprised of the following elements: 1) Water Quality Assurance Revolving Fund Registry Sites; 2) Potential
WQARF Registry sites; 3) NPL sites; and 4) Department of Defense sites requiring SPS oversight.
Date of Government Version: 08/25/2004
Date Data Arrived at EDR: 04/04/2018
Date Made Active in Reports: 05/17/2018
Number of Days to Update: 43
Source: Department of Environmental Quality
Telephone: 602-771-4360
Last EDR Contact: 10/25/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: No Update Planned
SHWS: ZipAcids List
The ACIDS list consists of more than 750 locations subject to investigation under the State Water Quality Assurance
Revolving Fund (WQARF) and Federal CERCLA programs. The list is no longer updated by the state.
Date of Government Version: 01/03/2000
Date Data Arrived at EDR: 04/11/2000
Date Made Active in Reports: 05/16/2000
Number of Days to Update: 35
Source: Department of Environmental Quality
Telephone: 602-771-4360
Last EDR Contact: 09/17/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: No Update Planned
State and tribal landfill and/or solid waste disposal site lists
SWF/LF: Directory of Solid Waste Facilities
Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal
facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities
or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal
sites.
TC5500068.2s Page GR-5
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 06/30/2018
Date Data Arrived at EDR: 08/30/2018
Date Made Active in Reports: 10/01/2018
Number of Days to Update: 32
Source: Department of Environmental Quality
Telephone: 602-771-2300
Last EDR Contact: 10/05/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Varies
State and tribal leaking storage tank lists
LUST: Leaking Underground Storage Tank Listing
Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground
storage tank incidents. Not all states maintain these records, and the information stored varies by state.
Date of Government Version: 09/07/2018
Date Data Arrived at EDR: 10/10/2018
Date Made Active in Reports: 10/31/2018
Number of Days to Update: 21
Source: Department of Environmental Quality
Telephone: 602-771-4345
Last EDR Contact: 10/10/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Semi-Annually
INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.
Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 10
Telephone: 206-553-2857
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.
Date of Government Version: 04/25/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 8
Telephone: 303-312-6271
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Iowa, Kansas, and Nebraska
Date of Government Version: 04/24/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 7
Telephone: 913-551-7003
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in New Mexico and Oklahoma.
Date of Government Version: 04/01/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 6
Telephone: 214-665-6597
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Florida, Mississippi and North Carolina.
Date of Government Version: 05/08/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 4
Telephone: 404-562-8677
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
TC5500068.2s Page GR-6
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land
A listing of leaking underground storage tank locations on Indian Land.
Date of Government Version: 04/13/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 1
Telephone: 617-918-1313
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land
Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin.
Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA, Region 5
Telephone: 312-886-7439
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Arizona, California, New Mexico and Nevada
Date of Government Version: 04/10/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: Environmental Protection Agency
Telephone: 415-972-3372
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
State and tribal registered storage tank lists
FEMA UST: Underground Storage Tank Listing
A listing of all FEMA owned underground storage tanks.
Date of Government Version: 05/15/2017
Date Data Arrived at EDR: 05/30/2017
Date Made Active in Reports: 10/13/2017
Number of Days to Update: 136
Source: FEMA
Telephone: 202-646-5797
Last EDR Contact: 10/10/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Varies
UST: Underground Storage Tank Listing
Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery
Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available
information varies by state program.
Date of Government Version: 09/07/2018
Date Data Arrived at EDR: 09/17/2018
Date Made Active in Reports: 09/18/2018
Number of Days to Update: 1
Source: Department of Environmental Quality
Telephone: 602-771-4345
Last EDR Contact: 10/12/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Annually
AST 2: Aboveground Storage Tank Listing
A listing of aboveground storage tank site locations.
Date of Government Version: 08/30/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 09/28/2018
Number of Days to Update: 23
Source: Department of Environmental Quality
Telephone: 602-771-4380
Last EDR Contact: 09/05/2018
Next Scheduled EDR Contact: 12/24/2018
Data Release Frequency: Varies
AST: List of Aboveground Storage Tanks
Aboveground storage tanks that the Dept. of Building & Fire Safety have permitted.
TC5500068.2s Page GR-7
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 08/15/2018
Date Data Arrived at EDR: 09/28/2018
Date Made Active in Reports: 10/31/2018
Number of Days to Update: 33
Source: Department of Building & Fire Safety
Telephone: 602-364-1003
Last EDR Contact: 09/24/2018
Next Scheduled EDR Contact: 12/24/2018
Data Release Frequency: No Update Planned
INDIAN UST R7: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations).
Date of Government Version: 04/24/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 7
Telephone: 913-551-7003
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R8: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations).
Date of Government Version: 04/25/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 8
Telephone: 303-312-6137
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R1: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal
Nations).
Date of Government Version: 04/13/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA, Region 1
Telephone: 617-918-1313
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R10: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations).
Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 10
Telephone: 206-553-2857
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R6: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes).
Date of Government Version: 04/01/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 6
Telephone: 214-665-7591
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R5: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations).
TC5500068.2s Page GR-8
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 5
Telephone: 312-886-6136
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R4: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee
and Tribal Nations)
Date of Government Version: 05/08/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 4
Telephone: 404-562-9424
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
INDIAN UST R9: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations).
Date of Government Version: 04/10/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 9
Telephone: 415-972-3368
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
State and tribal institutional control / engineering control registries
AZURITE: Remediation and DEUR/VEMUR Tracking System
ADEQ maintains a repository listing sites remediated under programs administered by the department.
Date of Government Version: 11/19/2018
Date Data Arrived at EDR: 11/19/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 11
Source: Department of Environmental Quality
Telephone: 602-771-4397
Last EDR Contact: 09/17/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Varies
AUL: DEUR Database
Activity and use limitations include both engineering controls and institutional controls. DEUR and VEMUR sites.
DEUR: Declaration of Environmental Use Restriction. A restrictive land use covenant that is required when a property
owner elects to use an institutional (i.e., administrative) control or engineering (i.e., physical) control
as a means to meet remediation goals. The DEUR runs with and burdens the land, and requires maintenance of any
institutional or engineering controls. VEMUR: Voluntary Environmental Mitigation Use Restriction. A restrictive
land use covenant that, prior to July 18, 2000, was required when a property owner elected to remediate the property
to non-residential uses. Effective July 18, 2000, the DEUR replaced the VEMUR as a restrictive use covenant.
Date of Government Version: 11/19/2018
Date Data Arrived at EDR: 11/19/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 11
Source: Department of Environmental Quality
Telephone: 602-771-4397
Last EDR Contact: 09/17/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Varies
State and tribal voluntary cleanup sites
INDIAN VCP R1: Voluntary Cleanup Priority Listing
A listing of voluntary cleanup priority sites located on Indian Land located in Region 1.
Date of Government Version: 07/27/2015
Date Data Arrived at EDR: 09/29/2015
Date Made Active in Reports: 02/18/2016
Number of Days to Update: 142
Source: EPA, Region 1
Telephone: 617-918-1102
Last EDR Contact: 09/24/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
VCP: Voluntary Remediation Program Sites
Sites involved in the Voluntary Remediation Program.
Date of Government Version: 05/14/2018
Date Data Arrived at EDR: 08/28/2018
Date Made Active in Reports: 09/28/2018
Number of Days to Update: 31
Source: Department of Environmental Quality
Telephone: 602-771-4411
Last EDR Contact: 10/01/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Varies
INDIAN VCP R7: Voluntary Cleanup Priority Lisitng
A listing of voluntary cleanup priority sites located on Indian Land located in Region 7.
Date of Government Version: 03/20/2008
Date Data Arrived at EDR: 04/22/2008
Date Made Active in Reports: 05/19/2008
Number of Days to Update: 27
Source: EPA, Region 7
Telephone: 913-551-7365
Last EDR Contact: 04/20/2009
Next Scheduled EDR Contact: 07/20/2009
Data Release Frequency: Varies
State and tribal Brownfields sites
BROWNFIELDS: Brownfields Tracking System
Information relating to Brownfields sites in Arizona.
Date of Government Version: 05/14/2018
Date Data Arrived at EDR: 08/28/2018
Date Made Active in Reports: 09/28/2018
Number of Days to Update: 31
Source: Department of Environmental Quality
Telephone: 602-771-4401
Last EDR Contact: 10/01/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Varies
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS: A Listing of Brownfields Sites
Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence
or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these
properties takes development pressures off of undeveloped, open land, and both improves and protects the environment.
Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields
grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on
Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from
Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information
is reported back to EPA, as well as areas served by Brownfields grant programs.
Date of Government Version: 09/18/2018
Date Data Arrived at EDR: 09/18/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 52
Source: Environmental Protection Agency
Telephone: 202-566-2777
Last EDR Contact: 09/18/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Semi-Annually
Local Lists of Landfill / Solid Waste Disposal Sites
SWTIRE: Solid Waste Tire Facilities
A waste tire "facility" means a solid waste facility at which waste tires are stored outdoors on any day.
Date of Government Version: 10/12/2018
Date Data Arrived at EDR: 11/01/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 29
Source: Department of Environmental Quality
Telephone: 602-771-4132
Last EDR Contact: 11/30/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
INDIAN ODI: Report on the Status of Open Dumps on Indian Lands
Location of open dumps on Indian land.
Date of Government Version: 12/31/1998
Date Data Arrived at EDR: 12/03/2007
Date Made Active in Reports: 01/24/2008
Number of Days to Update: 52
Source: Environmental Protection Agency
Telephone: 703-308-8245
Last EDR Contact: 10/25/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations
A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside
County and northern Imperial County, California.
Date of Government Version: 01/12/2009
Date Data Arrived at EDR: 05/07/2009
Date Made Active in Reports: 09/21/2009
Number of Days to Update: 137
Source: EPA, Region 9
Telephone: 415-947-4219
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: No Update Planned
ODI: Open Dump Inventory
An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258
Subtitle D Criteria.
Date of Government Version: 06/30/1985
Date Data Arrived at EDR: 08/09/2004
Date Made Active in Reports: 09/17/2004
Number of Days to Update: 39
Source: Environmental Protection Agency
Telephone: 800-424-9346
Last EDR Contact: 06/09/2004
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
IHS OPEN DUMPS: Open Dumps on Indian Land
A listing of all open dumps located on Indian Land in the United States.
Date of Government Version: 04/01/2014
Date Data Arrived at EDR: 08/06/2014
Date Made Active in Reports: 01/29/2015
Number of Days to Update: 176
Source: Department of Health & Human Serivces, Indian Health Service
Telephone: 301-443-1452
Last EDR Contact: 11/02/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL: National Clandestine Laboratory Register
A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory
Register.
Date of Government Version: 09/21/2018
Date Data Arrived at EDR: 09/21/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 49
Source: Drug Enforcement Administration
Telephone: 202-307-1000
Last EDR Contact: 11/26/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: No Update Planned
CDL: Clandestine Drug Labs
A listing of drug lab seizures in Arizona.
Date of Government Version: 10/24/2018
Date Data Arrived at EDR: 10/25/2018
Date Made Active in Reports: 10/31/2018
Number of Days to Update: 6
Source: Board of Technical Registration
Telephone: 602-364-4931
Last EDR Contact: 09/24/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
US CDL: Clandestine Drug Labs
A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this
web site as a public service. It contains addresses of some locations where law enforcement agencies reported
they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.
In most cases, the source of the entries is not the Department, and the Department has not verified the entry
and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,
contacting local law enforcement and local health departments.
Date of Government Version: 09/21/2018
Date Data Arrived at EDR: 09/21/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 49
Source: Drug Enforcement Administration
Telephone: 202-307-1000
Last EDR Contact: 11/26/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Quarterly
Local Land Records
LIENS 2: CERCLA Lien Information
A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent
Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination.
CERCLIS provides information as to the identity of these sites and properties.
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 43
Source: Environmental Protection Agency
Telephone: 202-564-6023
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Semi-Annually
Records of Emergency Release Reports
HMIRS: Hazardous Materials Information Reporting System
Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.
Date of Government Version: 03/26/2018
Date Data Arrived at EDR: 03/27/2018
Date Made Active in Reports: 06/08/2018
Number of Days to Update: 73
Source: U.S. Department of Transportation
Telephone: 202-366-4555
Last EDR Contact: 09/25/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
SPILLS: Hazardous Material Logbook
Chemical spills and incidents referred to the Emergency Response Unit.
Date of Government Version: 11/15/2001
Date Data Arrived at EDR: 06/28/2007
Date Made Active in Reports: 07/24/2007
Number of Days to Update: 26
Source: Department of Environmental Quality
Telephone: 602-771-4153
Last EDR Contact: 11/21/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
SPILLS 90: SPILLS90 data from FirstSearch
Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically,
they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are
already included in EDR incident and release records are not included in Spills 90.
Date of Government Version: 12/11/2001
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 02/11/2013
Number of Days to Update: 39
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
Other Ascertainable Records
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous
waste.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: (415) 495-8895
Last EDR Contact: 09/19/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
FUDS: Formerly Used Defense Sites
The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers
is actively working or will take necessary cleanup actions.
Date of Government Version: 01/31/2015
Date Data Arrived at EDR: 07/08/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 97
Source: U.S. Army Corps of Engineers
Telephone: 202-528-4285
Last EDR Contact: 11/19/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
DOD: Department of Defense Sites
This data set consists of federally owned or administered lands, administered by the Department of Defense, that
have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 11/10/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 62
Source: USGS
Telephone: 888-275-8747
Last EDR Contact: 10/12/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Semi-Annually
FEDLAND: Federal and Indian Lands
Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps
of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land,
Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management,
Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 02/06/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 339
Source: U.S. Geological Survey
Telephone: 888-275-8747
Last EDR Contact: 10/12/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: N/A
SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing
The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office
of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established
drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas,
Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin.
Date of Government Version: 01/01/2017
Date Data Arrived at EDR: 02/03/2017
Date Made Active in Reports: 04/07/2017
Number of Days to Update: 63
Source: Environmental Protection Agency
Telephone: 615-532-8599
Last EDR Contact: 11/16/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Varies
US FIN ASSUR: Financial Assurance Information
All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide
proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities.
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 08/31/2018
Date Data Arrived at EDR: 09/25/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 45
Source: Environmental Protection Agency
Telephone: 202-566-1917
Last EDR Contact: 09/25/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Quarterly
EPA WATCH LIST: EPA WATCH LIST
EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement
matters relating to facilities with alleged violations identified as either significant or high priority. Being
on the Watch List does not mean that the facility has actually violated the law only that an investigation by
EPA or a state or local environmental agency has led those organizations to allege that an unproven violation
has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged
violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and
local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved.
Date of Government Version: 08/30/2013
Date Data Arrived at EDR: 03/21/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 88
Source: Environmental Protection Agency
Telephone: 617-520-3000
Last EDR Contact: 11/05/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
2020 COR ACTION: 2020 Corrective Action Program List
The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action
Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe
contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but
have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation.
Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations.
Date of Government Version: 09/30/2017
Date Data Arrived at EDR: 05/08/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 73
Source: Environmental Protection Agency
Telephone: 703-308-4044
Last EDR Contact: 11/09/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Varies
TSCA: Toxic Substances Control Act
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the
TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant
site.
Date of Government Version: 12/31/2016
Date Data Arrived at EDR: 06/21/2017
Date Made Active in Reports: 01/05/2018
Number of Days to Update: 198
Source: EPA
Telephone: 202-260-5521
Last EDR Contact: 09/21/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Every 4 Years
TRIS: Toxic Chemical Release Inventory System
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and
land in reportable quantities under SARA Title III Section 313.
Date of Government Version: 12/31/2016
Date Data Arrived at EDR: 01/10/2018
Date Made Active in Reports: 01/12/2018
Number of Days to Update: 2
Source: EPA
Telephone: 202-566-0250
Last EDR Contact: 11/16/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Annually
SSTS: Section 7 Tracking Systems
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all
registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March
1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices
being produced, and those having been produced and sold or distributed in the past year.
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 12/31/2009
Date Data Arrived at EDR: 12/10/2010
Date Made Active in Reports: 02/25/2011
Number of Days to Update: 77
Source: EPA
Telephone: 202-564-4203
Last EDR Contact: 10/24/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Annually
ROD: Records Of Decision
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical
and health information to aid in the cleanup.
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 43
Source: EPA
Telephone: 703-416-0223
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 12/17/2018
Data Release Frequency: Annually
RMP: Risk Management Plans
When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance
for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program
Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing
industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances
to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects
of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative
accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee
training measures; and Emergency response program that spells out emergency health care, employee training measures
and procedures for informing the public and response agencies (e.g the fire department) should an accident occur.
Date of Government Version: 08/01/2018
Date Data Arrived at EDR: 08/22/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 44
Source: Environmental Protection Agency
Telephone: 202-564-8600
Last EDR Contact: 10/23/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
RAATS: RCRA Administrative Action Tracking System
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA
pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration
actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of
the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources
made it impossible to continue to update the information contained in the database.
Date of Government Version: 04/17/1995
Date Data Arrived at EDR: 07/03/1995
Date Made Active in Reports: 08/07/1995
Number of Days to Update: 35
Source: EPA
Telephone: 202-564-4104
Last EDR Contact: 06/02/2008
Next Scheduled EDR Contact: 09/01/2008
Data Release Frequency: No Update Planned
PRP: Potentially Responsible Parties
A listing of verified Potentially Responsible Parties
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 36
Source: EPA
Telephone: 202-564-6023
Last EDR Contact: 10/04/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Quarterly
PADS: PCB Activity Database System
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers
of PCB’s who are required to notify the EPA of such activities.
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 06/01/2017
Date Data Arrived at EDR: 06/09/2017
Date Made Active in Reports: 10/13/2017
Number of Days to Update: 126
Source: EPA
Telephone: 202-566-0500
Last EDR Contact: 10/11/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Annually
ICIS: Integrated Compliance Information System
The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement
and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES)
program.
Date of Government Version: 11/18/2016
Date Data Arrived at EDR: 11/23/2016
Date Made Active in Reports: 02/10/2017
Number of Days to Update: 79
Source: Environmental Protection Agency
Telephone: 202-564-2501
Last EDR Contact: 10/09/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Quarterly
FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA,
TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the
Agency on a quarterly basis.
Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA/Office of Prevention, Pesticides and Toxic Substances
Telephone: 202-566-1667
Last EDR Contact: 08/18/2017
Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: Quarterly
FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements.
Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA
Telephone: 202-566-1667
Last EDR Contact: 08/18/2017
Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: Quarterly
MLTS: Material Licensing Tracking System
MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which
possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency,
EDR contacts the Agency on a quarterly basis.
Date of Government Version: 08/30/2016
Date Data Arrived at EDR: 09/08/2016
Date Made Active in Reports: 10/21/2016
Number of Days to Update: 43
Source: Nuclear Regulatory Commission
Telephone: 301-415-7169
Last EDR Contact: 10/11/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Quarterly
COAL ASH DOE: Steam-Electric Plant Operation Data
A listing of power plants that store ash in surface ponds.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 08/07/2009
Date Made Active in Reports: 10/22/2009
Number of Days to Update: 76
Source: Department of Energy
Telephone: 202-586-8719
Last EDR Contact: 09/07/2018
Next Scheduled EDR Contact: 12/17/2018
Data Release Frequency: Varies
COAL ASH EPA: Coal Combustion Residues Surface Impoundments List
A listing of coal combustion residues surface impoundments with high hazard potential ratings.
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Date of Government Version: 07/01/2014
Date Data Arrived at EDR: 09/10/2014
Date Made Active in Reports: 10/20/2014
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: N/A
Last EDR Contact: 09/04/2018
Next Scheduled EDR Contact: 12/17/2018
Data Release Frequency: Varies
PCB TRANSFORMER: PCB Transformer Registration Database
The database of PCB transformer registrations that includes all PCB registration submittals.
Date of Government Version: 05/24/2017
Date Data Arrived at EDR: 11/30/2017
Date Made Active in Reports: 12/15/2017
Number of Days to Update: 15
Source: Environmental Protection Agency
Telephone: 202-566-0517
Last EDR Contact: 10/26/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
RADINFO: Radiation Information Database
The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S.
Environmental Protection Agency (EPA) regulations for radiation and radioactivity.
Date of Government Version: 10/02/2018
Date Data Arrived at EDR: 10/03/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 37
Source: Environmental Protection Agency
Telephone: 202-343-9775
Last EDR Contact: 10/03/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Quarterly
HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing
A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The
information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA
(Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions
are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters
with updated records, it was decided to create a HIST FTTS database. It included records that may not be included
in the newer FTTS database updates. This database is no longer updated.
Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: 202-564-2501
Last EDR Contact: 12/17/2007
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing
A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA
regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation
of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some
EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing
EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that
may not be included in the newer FTTS database updates. This database is no longer updated.
Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: 202-564-2501
Last EDR Contact: 12/17/2008
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
DOT OPS: Incident and Accident Data
Department of Transporation, Office of Pipeline Safety Incident and Accident data.
Date of Government Version: 07/31/2012
Date Data Arrived at EDR: 08/07/2012
Date Made Active in Reports: 09/18/2012
Number of Days to Update: 42
Source: Department of Transporation, Office of Pipeline Safety
Telephone: 202-366-4595
Last EDR Contact: 10/30/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
TC5500068.2s Page GR-17
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CONSENT: Superfund (CERCLA) Consent Decrees
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released
periodically by United States District Courts after settlement by parties to litigation matters.
Date of Government Version: 06/30/2018
Date Data Arrived at EDR: 07/17/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 80
Source: Department of Justice, Consent Decree Library
Telephone: Varies
Last EDR Contact: 10/01/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Varies
BRS: Biennial Reporting System
The Biennial Reporting System is a national system administered by the EPA that collects data on the generation
and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG)
and Treatment, Storage, and Disposal Facilities.
Date of Government Version: 12/31/2015
Date Data Arrived at EDR: 02/22/2017
Date Made Active in Reports: 09/28/2017
Number of Days to Update: 218
Source: EPA/NTIS
Telephone: 800-424-9346
Last EDR Contact: 11/21/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Biennially
INDIAN RESERV: Indian Reservations
This map layer portrays Indian administered lands of the United States that have any area equal to or greater
than 640 acres.
Date of Government Version: 12/31/2014
Date Data Arrived at EDR: 07/14/2015
Date Made Active in Reports: 01/10/2017
Number of Days to Update: 546
Source: USGS
Telephone: 202-208-3710
Last EDR Contact: 10/09/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Semi-Annually
FUSRAP: Formerly Utilized Sites Remedial Action Program
DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where
radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations.
Date of Government Version: 08/08/2017
Date Data Arrived at EDR: 09/11/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 3
Source: Department of Energy
Telephone: 202-586-3559
Last EDR Contact: 11/01/2018
Next Scheduled EDR Contact: 02/18/2019
Data Release Frequency: Varies
UMTRA: Uranium Mill Tailings Sites
Uranium ore was mined by private companies for federal government use in national defense programs. When the mills
shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from
the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings
were used as construction materials before the potential health hazards of the tailings were recognized.
Date of Government Version: 06/23/2017
Date Data Arrived at EDR: 10/11/2017
Date Made Active in Reports: 11/03/2017
Number of Days to Update: 23
Source: Department of Energy
Telephone: 505-845-0011
Last EDR Contact: 11/16/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Varies
LEAD SMELTER 1: Lead Smelter Sites
A listing of former lead smelter site locations.
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/16/2018
Number of Days to Update: 43
Source: Environmental Protection Agency
Telephone: 703-603-8787
Last EDR Contact: 11/27/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Varies
TC5500068.2s Page GR-18
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
LEAD SMELTER 2: Lead Smelter Sites
A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites
may pose a threat to public health through ingestion or inhalation of contaminated soil or dust
Date of Government Version: 04/05/2001
Date Data Arrived at EDR: 10/27/2010
Date Made Active in Reports: 12/02/2010
Number of Days to Update: 36
Source: American Journal of Public Health
Telephone: 703-305-6451
Last EDR Contact: 12/02/2009
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS)
The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data
on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This
information comes from source reports by various stationary sources of air pollution, such as electric power plants,
steel mills, factories, and universities, and provides information about the air pollutants they produce. Action,
air program, air program pollutant, and general level plant data. It is used to track emissions and compliance
data from industrial plants.
Date of Government Version: 10/12/2016
Date Data Arrived at EDR: 10/26/2016
Date Made Active in Reports: 02/03/2017
Number of Days to Update: 100
Source: EPA
Telephone: 202-564-2496
Last EDR Contact: 09/26/2017
Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually
US AIRS MINOR: Air Facility System Data
A listing of minor source facilities.
Date of Government Version: 10/12/2016
Date Data Arrived at EDR: 10/26/2016
Date Made Active in Reports: 02/03/2017
Number of Days to Update: 100
Source: EPA
Telephone: 202-564-2496
Last EDR Contact: 09/26/2017
Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually
US MINES: Mines Master Index File
Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes
violation information.
Date of Government Version: 08/01/2018
Date Data Arrived at EDR: 08/29/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 37
Source: Department of Labor, Mine Safety and Health Administration
Telephone: 303-231-5959
Last EDR Contact: 11/30/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Semi-Annually
US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing
This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron
ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such
as gold, silver, copper, zinc, and lead) metal mines in the United States.
Date of Government Version: 12/05/2005
Date Data Arrived at EDR: 02/29/2008
Date Made Active in Reports: 04/18/2008
Number of Days to Update: 49
Source: USGS
Telephone: 703-648-7709
Last EDR Contact: 11/30/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
US MINES 3: Active Mines & Mineral Plants Database Listing
Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team
of the USGS.
Date of Government Version: 04/14/2011
Date Data Arrived at EDR: 06/08/2011
Date Made Active in Reports: 09/13/2011
Number of Days to Update: 97
Source: USGS
Telephone: 703-648-7709
Last EDR Contact: 11/30/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
TC5500068.2s Page GR-19
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
ABANDONED MINES: Abandoned Mines
An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide
information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory
contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated
with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE
program officials. It is dynamic to the extent that it is modified as new problems are identified and existing
problems are reclaimed.
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/11/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 3
Source: Department of Interior
Telephone: 202-208-2609
Last EDR Contact: 09/10/2018
Next Scheduled EDR Contact: 12/24/2018
Data Release Frequency: Quarterly
FINDS: Facility Index System/Facility Registry System
Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more
detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric
Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial
enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal
Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities
Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).
Date of Government Version: 08/07/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 30
Source: EPA
Telephone: (415) 947-8000
Last EDR Contact: 09/18/2018
Next Scheduled EDR Contact: 12/17/2018
Data Release Frequency: Quarterly
ECHO: Enforcement & Compliance History Information
ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide.
Date of Government Version: 09/02/2018
Date Data Arrived at EDR: 09/05/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 9
Source: Environmental Protection Agency
Telephone: 202-564-2280
Last EDR Contact: 09/05/2018
Next Scheduled EDR Contact: 12/17/2018
Data Release Frequency: Quarterly
DOCKET HWC: Hazardous Waste Compliance Docket Listing
A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities.
Date of Government Version: 05/31/2018
Date Data Arrived at EDR: 07/26/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 71
Source: Environmental Protection Agency
Telephone: 202-564-0527
Last EDR Contact: 11/30/2018
Next Scheduled EDR Contact: 03/11/2019
Data Release Frequency: Varies
UXO: Unexploded Ordnance Sites
A listing of unexploded ordnance site locations
Date of Government Version: 09/30/2017
Date Data Arrived at EDR: 06/19/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 87
Source: Department of Defense
Telephone: 703-704-1564
Last EDR Contact: 10/15/2018
Next Scheduled EDR Contact: 01/28/2019
Data Release Frequency: Varies
FUELS PROGRAM: EPA Fuels Program Registered Listing
This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels
Programs. All companies now are required to submit new and updated registrations.
TC5500068.2s Page GR-20
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 08/22/2018
Date Data Arrived at EDR: 08/22/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 44
Source: EPA
Telephone: 800-385-6164
Last EDR Contact: 11/19/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Quarterly
AIRS: Arizona Airs Database
Arizona major (has the potential to emit over 100 tons of criteria pollutant) and minor (below 100 tons) sources.
Date of Government Version: 10/26/2018
Date Data Arrived at EDR: 10/30/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 31
Source: Department of Environmental Quality
Telephone: 602-771-2344
Last EDR Contact: 10/01/2018
Next Scheduled EDR Contact: 01/14/2019
Data Release Frequency: Semi-Annually
AQUIFER: Waste Water Treatment Facilities
Waste Water Treatment Facilities with APP (Aquifer Protection Permits.)
Date of Government Version: 09/04/2018
Date Data Arrived at EDR: 09/06/2018
Date Made Active in Reports: 10/01/2018
Number of Days to Update: 25
Source: Department of Environmental Quality
Telephone: 602-771-4623
Last EDR Contact: 11/12/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: Semi-Annually
DOD: Department of Defense Sites
These sites are federal facilities that are either being assessed for potential contamination, or have active
remediation taking place on them.
Date of Government Version: 09/30/2018
Date Data Arrived at EDR: 10/16/2018
Date Made Active in Reports: 10/31/2018
Number of Days to Update: 15
Source: Department of Environmental Quality
Telephone: 602-771-4360
Last EDR Contact: 11/21/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Annually
DRY WELLS: Drywell Registration
A drywell is a bored, drilled, or driven shaft or hole whose depth is greater than its width and is designed and
constructed specifically for the disposal of storm water.
Date of Government Version: 09/12/2018
Date Data Arrived at EDR: 09/13/2018
Date Made Active in Reports: 10/01/2018
Number of Days to Update: 18
Source: Department of Environmental Quality
Telephone: 602-771-4686
Last EDR Contact: 11/19/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Semi-Annually
DRYCLEANERS: Drycleaner Facility Listing
A listing of drycleaner facilities in Arizona.
Date of Government Version: 04/11/2014
Date Data Arrived at EDR: 04/15/2014
Date Made Active in Reports: 05/12/2014
Number of Days to Update: 27
Source: Department of Environmental Quality
Telephone: 602-771-4335
Last EDR Contact: 09/17/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Varies
EMAP: All Places of Interest Listing
A listing of all places of interest to the Department of Environmental Quality, including air, waste and water
sites.
Date of Government Version: 10/11/2018
Date Data Arrived at EDR: 10/12/2018
Date Made Active in Reports: 10/31/2018
Number of Days to Update: 19
Source: Department of Environmental Quality
Telephone: 602-771-4380
Last EDR Contact: 09/04/2018
Next Scheduled EDR Contact: 12/17/2018
Data Release Frequency: Varies
TC5500068.2s Page GR-21
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
ENF: Enforcement and Violation Listing
A listing of enforcement and violation cases in the state of Arizona.
Date of Government Version: 11/19/2018
Date Data Arrived at EDR: 11/19/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 11
Source: Department of Environmental Quality
Telephone: 602-771-4424
Last EDR Contact: 10/29/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
Financial Assurance 1: Financial Assurance Information Listing
Financial assurance information for ust sites.
Date of Government Version: 10/17/2018
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 10/31/2018
Number of Days to Update: 8
Source: Department of Environmental Quality
Telephone: 602-771-4258
Last EDR Contact: 09/24/2018
Next Scheduled EDR Contact: 01/07/2019
Data Release Frequency: Varies
AZ MANIFEST: Manifest Information
Hazardous waste manifest information
Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 07/17/2018
Date Made Active in Reports: 09/05/2018
Number of Days to Update: 50
Source: Department of Environmental Quality
Telephone: N/A
Last EDR Contact: 09/17/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Annually
VAPOR: Vapor Intrusion
A listing of vapor intrusion site locations
Date of Government Version: 09/24/2018
Date Data Arrived at EDR: 09/25/2018
Date Made Active in Reports: 10/01/2018
Number of Days to Update: 6
Source: Department of Environmental Quality
Telephone: 602-771-4197
Last EDR Contact: 09/17/2018
Next Scheduled EDR Contact: 12/31/2018
Data Release Frequency: Varies
UIC: Underground Injection Control Wells
Underground injection control wells.
Date of Government Version: 09/30/2015
Date Data Arrived at EDR: 02/05/2016
Date Made Active in Reports: 04/05/2016
Number of Days to Update: 60
Source: Arizona Geological Survey
Telephone: 520-770-3500
Last EDR Contact: 10/25/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Varies
NPDES: Notice of Intent Construction Stormwater General Permits Database
NPDES permit sites
Date of Government Version: 09/04/2018
Date Data Arrived at EDR: 09/06/2018
Date Made Active in Reports: 10/01/2018
Number of Days to Update: 25
Source: Department of Environmental Quality
Telephone: 602-771-4424
Last EDR Contact: 10/05/2018
Next Scheduled EDR Contact: 01/21/2019
Data Release Frequency: Varies
WWFAC: Waste Water Treatment Facilities
Statewide list of waste water treatment facilities.
Date of Government Version: 07/09/2012
Date Data Arrived at EDR: 07/23/2012
Date Made Active in Reports: 09/06/2012
Number of Days to Update: 45
Source: Department of Environmental Quality
Telephone: 602-771-4623
Last EDR Contact: 10/22/2018
Next Scheduled EDR Contact: 02/04/2019
Data Release Frequency: Varies
TC5500068.2s Page GR-22
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP: EDR Proprietary Manufactured Gas Plants
The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants)
compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s
to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture
of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production,
such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds
are potentially hazardous to human health and the environment. The byproduct from this process was frequently
disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil
and groundwater contamination.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
EDR Hist Auto: EDR Exclusive Historical Auto Stations
EDR has searched selected national collections of business directories and has collected listings of potential
gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited
to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station
establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station,
filling station, auto, automobile repair, auto service station, service station, etc. This database falls within
a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents
unique and sometimes proprietary data about past sites and operations that typically create environmental concerns,
but may not show up in current government records searches.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
EDR Hist Cleaner: EDR Exclusive Historical Cleaners
EDR has searched selected national collections of business directories and has collected listings of potential
dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources
that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were
not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls
within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort
presents unique and sometimes proprietary data about past sites and operations that typically create environmental
concerns, but may not show up in current government records searches.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List
The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived
from historical databases and includes many records that no longer appear in current government lists. Compiled
from Records formerly available from the Department of Environmental Quality in Arizona.
TC5500068.2s Page GR-23
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 01/02/2014
Number of Days to Update: 185
Source: Department of Environmental Quality
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LF: Recovered Government Archive Solid Waste Facilities List
The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases
and includes many records that no longer appear in current government lists. Compiled from Records formerly available
from the Department of Environmental Quality in Arizona.
Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 01/15/2014
Number of Days to Update: 198
Source: Department of Environmental Quality
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LUST: Recovered Government Archive Leaking Underground Storage Tank
The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents
derived from historical databases and includes many records that no longer appear in current government lists.
Compiled from Records formerly available from the Department of Environmental Quality in Arizona.
Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 01/02/2014
Number of Days to Update: 185
Source: Department of Environmental Quality
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
OTHER DATABASE(S)
Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be
complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the
area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily
mean that wetlands do not exist in the area covered by the report.
CT MANIFEST: Hazardous Waste Manifest Data
Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through
transporters to a tsd facility.
Date of Government Version: 08/10/2018
Date Data Arrived at EDR: 08/10/2018
Date Made Active in Reports: 09/10/2018
Number of Days to Update: 31
Source: Department of Energy & Environmental Protection
Telephone: 860-424-3375
Last EDR Contact: 11/14/2018
Next Scheduled EDR Contact: 02/25/2019
Data Release Frequency: No Update Planned
NY MANIFEST: Facility and Manifest Data
Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD
facility.
Date of Government Version: 07/01/2018
Date Data Arrived at EDR: 08/01/2018
Date Made Active in Reports: 08/31/2018
Number of Days to Update: 30
Source: Department of Environmental Conservation
Telephone: 518-402-8651
Last EDR Contact: 10/31/2018
Next Scheduled EDR Contact: 02/11/2019
Data Release Frequency: Quarterly
RI MANIFEST: Manifest information
Hazardous waste manifest information
TC5500068.2s Page GR-24
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 02/23/2018
Date Made Active in Reports: 04/09/2018
Number of Days to Update: 45
Source: Department of Environmental Management
Telephone: 401-222-2797
Last EDR Contact: 11/16/2018
Next Scheduled EDR Contact: 03/04/2019
Data Release Frequency: Annually
WI MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 06/15/2018
Date Made Active in Reports: 07/09/2018
Number of Days to Update: 24
Source: Department of Natural Resources
Telephone: N/A
Last EDR Contact: 09/06/2018
Next Scheduled EDR Contact: 12/24/2018
Data Release Frequency: Annually
Oil/Gas Pipelines
Source: PennWell Corporation
Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty
Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases
(Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information
is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant
its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell.
Electric Power Transmission Line Data
Source: PennWell Corporation
This map includes information copyrighted by PennWell Corporation. This information is provided on a best
effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any
particular purpose. Such information has been reprinted with the permission of PennWell.
Sensitive Receptors:
There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity
to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all
sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers,
and nursing homes - where individuals who are sensitive receptors are likely to be located.
AHA Hospitals:
Source: American Hospital Association, Inc.
Telephone: 312-280-5991
The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals.
Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: 410-786-3000
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services,
a federal agency within the U.S. Department of Health and Human Services.
Nursing Homes
Source: National Institutes of Health
Telephone: 301-594-6248
Information on Medicare and Medicaid certified nursing homes in the United States.
Public Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on elementary
and secondary public education in the United States. It is a comprehensive, annual, national statistical
database of all public elementary and secondary schools and school districts, which contains data that are
comparable across all states.
Private Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on private school locations in the United States.
Daycare Centers: Child Care Facilities & Group Homes
Source: Department of Health Services
Telephone: 602-674-4220
TC5500068.2s Page GR-25
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Flood Zone Data:
This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and
500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood
Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.
Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015
NWI:
National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Riparian Vegetation Associated with Perennial Waters
Source: State Land Department
Telephone: 602-542-4094
Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey
STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC5500068.2s Page GR-26
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
TC5500068.2s Page A-1
geologic strata.
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the
Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics
2. Groundwater flow velocity.
1. Groundwater flow direction, and
Assessment of the impact of contaminant migration generally has two principle investigative components:
forming an opinion about the impact of potential contaminant migration.
EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in
2014
Version Date:
6718613 EL MIRAGE, AZ
Target Property Map:
USGS TOPOGRAPHIC MAP
1112 ft. above sea level
Elevation:
3715215.5
UTM Y (Meters):
375069.6
UTM X (Meters):
Zone 12
Universal Tranverse Mercator:
112.346018 - 112˚ 20’ 45.66’’
Longitude (West):
33.571055 - 33˚ 34’ 15.80’’
Latitude (North):
TARGET PROPERTY COORDINATES
EL MIRAGE, AZ 85335
10000 NORTH DYSART ROAD
VACANT LOT WITHIN CENTERPOINT LOGISTICS PARK
TARGET PROPERTY ADDRESS
®
GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM
®
TC5500068.2s Page A-2
should be field verified.
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity
Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated
SURROUNDING TOPOGRAPHY: ELEVATION PROFILES
Elevation (ft)
Elevation (ft)
TP
TP
0
1/2
1 Miles
✩Target Property Elevation: 1112 ft.
North
South
West
East
1096
1097
1099
1101
1103
1104
1106
1108
1110
1112
1114
1117
1118
1119
1121
1123
1125
1127
1129
1130
1128
1126
1123
1120
1118
1116
1115
1114
1112
1111
1108
1106
1105
1105
1106
1108
1109
1108
General SE
General Topographic Gradient:
TARGET PROPERTY TOPOGRAPHY
should contamination exist on the target property, what downgradient sites might be impacted.
assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
TOPOGRAPHIC INFORMATION
collected on nearby properties, and regional groundwater flow information (from deep aquifers).
sources of information, such as surface topographic information, hydrologic information, hydrogeologic data
using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other
Groundwater flow direction for a particular site is best determined by a qualified environmental professional
GROUNDWATER FLOW DIRECTION INFORMATION
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-3
Not Reported
GENERAL DIRECTION
LOCATION
GROUNDWATER FLOW
FROM TP
MAP ID
hydrogeologically, and the depth to water table.
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined
flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory
EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater
AQUIFLOW®
Search Radius: 1.000 Mile.
Not found
Status:
1.25 miles
Search Radius:
Site-Specific Hydrogeological Data*:
* ©1996 Site−specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under
a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation.
contamination exist on the target property, what downgradient sites might be impacted.
environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the
Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
HYDROGEOLOGIC INFORMATION
YES - refer to the Overview Map and Detail Map
NOT AVAILABLE
NATIONAL WETLAND INVENTORY
NWI Electronic
Data Coverage
NWI Quad at Target Property
FEMA FIRM Flood data
04013C1690L
Additional Panels in search area:
FEMA Source Type
FEMA FIRM Flood data
04013C1680L
Flood Plain Panel at Target Property
FEMA Source Type
FEMA FLOOD ZONE
and bodies of water).
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways
contamination exist on the target property, what downgradient sites might be impacted.
the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist
HYDROLOGIC INFORMATION
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-4
Map, USGS Digital Data Series DDS - 11 (1994).
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman
Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology
ROCK STRATIGRAPHIC UNIT
GEOLOGIC AGE IDENTIFICATION
Stratifed Sequence
Category:
Cenozoic
Era:
Quaternary
System:
Quaternary
Series:
Q
Code:
(decoded above as Era, System & Series)
at which contaminant migration may be occurring.
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY
move more quickly through sandy-gravelly types of soils than silty-clayey types of soils.
characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes
to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil
using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
GROUNDWATER FLOW VELOCITY INFORMATION
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
1
2
6
3
5
2
8
4
1
7
0
1/16
1/8
1/4 Miles
TC5500068.2s Page A-6
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
clay loam
48 inches
24 inches
3
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
24 inches
11 inches
2
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
11 inches
0 inches
1
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
> 0 inches
Depth to Watertable Min:
> 0 inches
Depth to Bedrock Min:
High
Corrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drained
Soil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,
Hydrologic Group:
loam
Soil Surface Texture:
ESTRELLA
Soil Component Name:
Soil Map ID: 1
in a landscape. The following information is based on Soil Conservation Service SSURGO data.
for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns
Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information
The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-7
Min: 7.9
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
37 inches
18 inches
2
Min: 7.9
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
18 inches
0 inches
1
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
> 0 inches
Depth to Watertable Min:
> 0 inches
Depth to Bedrock Min:
High
Corrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drained
Soil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,
Hydrologic Group:
loam
Soil Surface Texture:
GILMAN
Soil Component Name:
Soil Map ID: 2
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
gravelly clay
59 inches
48 inches
4
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-8
Min: 7.9
Max: 8.4
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sandy loam
35 inches
12 inches
2
Min: 7.9
Max: 8.4
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sandy loam
12 inches
0 inches
1
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
> 0 inches
Depth to Watertable Min:
> 0 inches
Depth to Bedrock Min:
High
Corrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Somewhat excessively drained
Soil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,
Hydrologic Group:
sandy loam
Soil Surface Texture:
ANTHO
Soil Component Name:
Soil Map ID: 3
Min: 7.9
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
very fine sandy
64 inches
37 inches
3
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-9
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
11 inches
0 inches
1
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
> 0 inches
Depth to Watertable Min:
> 0 inches
Depth to Bedrock Min:
High
Corrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drained
Soil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,
Hydrologic Group:
loam
Soil Surface Texture:
MOHALL
Soil Component Name:
Soil Map ID: 4
Min: 7.9
Max: 8.4
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sandy clay loam
59 inches
46 inches
4
Min: 7.9
Max: 8.4
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
loamy sand
46 inches
35 inches
3
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-10
> 0 inches
Depth to Watertable Min:
> 0 inches
Depth to Bedrock Min:
High
Corrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Excessively drained
Soil Drainage Class:
excessively drained sands and gravels.
Class A - High infiltration rates. Soils are deep, well drained to
Hydrologic Group:
sandy loam
Soil Surface Texture:
BRIOS
Soil Component Name:
Soil Map ID: 5
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
clay loam
35 inches
25 inches
5
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
very fine sandy
59 inches
42 inches
4
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
42 inches
35 inches
3
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
clay loam
25 inches
11 inches
2
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-11
> 0 inches
Depth to Watertable Min:
> 0 inches
Depth to Bedrock Min:
High
Corrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drained
Soil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,
Hydrologic Group:
sandy loam
Soil Surface Texture:
LAVEEN
Soil Component Name:
Soil Map ID: 6
Min: 7.9
Max: 8.4
Min: 42
Max: 141
sand.
Poorly graded
Clean Sands,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sand
gravelly coarse
stratified
59 inches
22 inches
3
Min: 7.9
Max: 8.4
Min: 42
Max: 141
sand.
Poorly graded
Clean Sands,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
coarse sand
22 inches
14 inches
2
Min: 7.9
Max: 8.4
Min: 42
Max: 141
sand.
Poorly graded
Clean Sands,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sandy loam
14 inches
0 inches
1
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-12
> 0 inches
Depth to Watertable Min:
> 0 inches
Depth to Bedrock Min:
High
Corrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drained
Soil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,
Hydrologic Group:
sandy loam
Soil Surface Texture:
VALENCIA
Soil Component Name:
Soil Map ID: 7
Min: 7.9
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
gravelly loam
72 inches
50 inches
3
Min: 7.9
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
50 inches
14 inches
2
Min: 7.9
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
sandy loam
14 inches
0 inches
1
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-13
> 0 inches
Depth to Watertable Min:
> 0 inches
Depth to Bedrock Min:
High
Corrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drained
Soil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,
Hydrologic Group:
loam
Soil Surface Texture:
LAVEEN
Soil Component Name:
Soil Map ID: 8
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sandy clay loam
59 inches
25 inches
3
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sandy loam
25 inches
9 inches
2
Min: 7.9
Max: 8.4
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sandy loam
9 inches
0 inches
1
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-14
1/4 - 1/2 Mile SSW
USGS40000055659
B9
1/4 - 1/2 Mile West
USGS40000055724
C6
1/4 - 1/2 Mile SSW
USGS40000055658
B5
1/4 - 1/2 Mile ENE
USGS40000055726
A3
1/4 - 1/2 Mile ENE
USGS40000055723
A2
FEDERAL USGS WELL INFORMATION
LOCATION
FROM TP
WELL ID
MAP ID
1.000
State Database
Nearest PWS within 0.001 miles
Federal FRDS PWS
1.000
Federal USGS
WELL SEARCH DISTANCE INFORMATION
SEARCH DISTANCE (miles)
DATABASE
opinion about the impact of contaminant migration on nearby drinking water wells.
professional in assessing sources that may impact ground water flow direction, and in forming an
EDR Local/Regional Water Agency records provide water well information to assist the environmental
LOCAL / REGIONAL WATER AGENCY RECORDS
Min: 7.9
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
gravelly loam
72 inches
50 inches
3
Min: 7.9
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
50 inches
14 inches
2
Min: 7.9
Max: 8.4
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
14 inches
0 inches
1
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Layer
Upper
Lower
Soil Texture Class AASHTO Group
Unified Soil
Soil Reaction
(pH)
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-15
1/2 - 1 Mile WNW
AZ8000000146257
39
1/2 - 1 Mile WSW
AZ8000000128785
K37
1/2 - 1 Mile WSW
AZ8000000000929
K36
1/2 - 1 Mile NE
AZ8000000128023
J35
1/2 - 1 Mile SSE
AZ8000000047196
32
1/2 - 1 Mile West
AZ8000000116756
I31
1/2 - 1 Mile West
AZ8000000104236
I30
1/2 - 1 Mile West
AZ8000000116757
I29
1/2 - 1 Mile West
AZ8000000128784
I28
1/2 - 1 Mile West
AZ8000000116758
I27
1/2 - 1 Mile South
AZ8000000045008
26
1/2 - 1 Mile NNE
AZ8000000128022
H23
1/2 - 1 Mile NNW
AZ8000000128020
G20
1/2 - 1 Mile NNW
AZ8000000028260
G19
1/2 - 1 Mile NNW
AZ8000000021189
G18
1/2 - 1 Mile North
AZ8000000128026
F17
1/2 - 1 Mile NW
AZ8000000128783
E15
1/2 - 1 Mile SE
AZ8000000128028
14
1/4 - 1/2 Mile NNW
AZ8000000128021
D13
1/4 - 1/2 Mile SSW
AZ8000000116078
B12
1/4 - 1/2 Mile West
AZ8000000128781
C8
1/4 - 1/2 Mile South
AZ8000000012293
7
1/4 - 1/2 Mile ENE
AZ8000000128024
4
1/4 - 1/2 Mile WNW
AZ8000000202786
1
STATE DATABASE WELL INFORMATION
LOCATION
FROM TP
WELL ID
MAP ID
Note: PWS System location is not always the same as well location.
No PWS System Found
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
LOCATION
FROM TP
WELL ID
MAP ID
1/2 - 1 Mile NW
USGS40000055771
M43
1/2 - 1 Mile SSW
USGS40000055597
L42
1/2 - 1 Mile WSW
USGS40000030855
K40
1/2 - 1 Mile NE
USGS40000055765
J38
1/2 - 1 Mile West
USGS40000055719
I34
1/2 - 1 Mile West
USGS40000055714
I33
1/2 - 1 Mile NNE
USGS40000055766
H25
1/2 - 1 Mile NNW
USGS40000055768
G24
1/2 - 1 Mile NNW
USGS40000055759
G22
1/2 - 1 Mile North
USGS40000055767
F21
1/2 - 1 Mile NW
USGS40000055744
E16
1/4 - 1/2 Mile NNW
USGS40000055750
D11
1/4 - 1/2 Mile NNW
USGS40000055749
D10
FEDERAL USGS WELL INFORMATION
LOCATION
FROM TP
WELL ID
MAP ID
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
TC5500068.2s Page A-16
1/2 - 1 Mile NW
AZ8000000091376
M45
1/2 - 1 Mile SSW
AZ8000000128025
44
1/2 - 1 Mile SSW
AZ8000000201155
L41
STATE DATABASE WELL INFORMATION
LOCATION
FROM TP
WELL ID
MAP ID
®
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
®
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
EDR Inc.
AZ
TC5500068.2s Page A-18
Not Reported
Note:
Not Reported
Feet to sea level:
271.74
Feet below surface:
1962-02-20
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
288.63
Feet below surface:
1962-12-31
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
359.00
Feet below surface:
1972-01-13
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
396.10
Feet below surface:
1977-01-17
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
400.60
Feet below surface:
1982-12-20
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
384.10
Feet below surface:
1984-12-18
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
404.20
Feet below surface:
1991-11-06
Level reading date:
7
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
1000
Well Hole Depth:
ft
Well Depth Units:
1000
Well Depth:
195707
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 26CBB2
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
A2
ENE
1/4 - 1/2 Mile
Lower
USGS40000055723
FED USGS
Y
Well Cancelled:
A
Completion:
200810 3
Approved:
200810 3
Application Date:
X
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
Not Reported
Pump Power:
Not Reported
Pump Type:
NO
RGR Pump Data:
Not Reported
Casing Type:
6
Casing Diameter:
0
Casing Depth:
0
Water Level:
125
Well Depth:
200810 7
Installed:
78
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
CITY OF PHOENIX AVIATION DEPT.
Owner Name:
OTHER
Well Type Group:
SPCL - GEOTECHNICAL
Well Type:
909845
Registry ID:
1
WNW
1/4 - 1/2 Mile
Higher
AZ8000000202786
AZ WELLS
Map ID
Direction
Distance
Elevation
EDR ID Number
Database
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-19
ft
Well Hole Depth Units:
975
Well Hole Depth:
ft
Well Depth Units:
975
Well Depth:
196204
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 34ABB2
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
B5
SSW
1/4 - 1/2 Mile
Lower
USGS40000055658
FED USGS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 6 4
Application Date:
Not Reported
Drill Log:
0
Draw Down:
1600
Tested Rate:
1600
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
NO CASING CODE LISTED
Casing Type:
20
Casing Diameter:
950
Casing Depth:
520
Water Level:
950
Well Depth:
1957 724
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
610629
Registry ID:
4
ENE
1/4 - 1/2 Mile
Lower
AZ8000000128024
AZ WELLS
Not Reported
Well Hole Depth Units:
Not Reported
Well Hole Depth:
Not Reported
Well Depth Units:
Not Reported
Well Depth:
Not Reported
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 26CBB1
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
A3
ENE
1/4 - 1/2 Mile
Lower
USGS40000055726
FED USGS
Map ID
Direction
Distance
Elevation
EDR ID Number
Database
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-20
1000
Well Depth:
1960 525
Installed:
97
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
MCKEE,R H
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
609452
Registry ID:
C8
West
1/4 - 1/2 Mile
Higher
AZ8000000128781
AZ WELLS
Not Reported
Well Cancelled:
Not Reported
Completion:
20051020
Approved:
20051018
Application Date:
X
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
Not Reported
Pump Power:
Not Reported
Pump Type:
NO
RGR Pump Data:
OTHER - BLACK STEEL - IRON - SEAMLESS
Casing Type:
6
Casing Diameter:
540
Casing Depth:
352
Water Level:
540
Well Depth:
0
Installed:
674
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
BUTTRUM DYSART RV & BOAT STORAGE LLC
Owner Name:
EXEMPT
Well Type Group:
EXEMPT
Well Type:
209820
Registry ID:
7
South
1/4 - 1/2 Mile
Lower
AZ8000000012293
AZ WELLS
The site was being pumped.
Note:
Not Reported
Feet to sea level:
628.00
Feet below surface:
1988-07-26
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
406.90
Feet below surface:
1988-11-29
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
407.80
Feet below surface:
1991-11-06
Level reading date:
3
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
1000
Well Hole Depth:
ft
Well Depth Units:
1000
Well Depth:
196004
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 27CAA
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
C6
West
1/4 - 1/2 Mile
Higher
USGS40000055724
FED USGS
Map ID
Direction
Distance
Elevation
EDR ID Number
Database
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-21
Well
Type:
B-03-01 27ABC1
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
D11
NNW
1/4 - 1/2 Mile
Higher
USGS40000055750
FED USGS
Not Reported
Note:
Not Reported
Feet to sea level:
402.30
Feet below surface:
1977-01-18
Level reading date:
The site was being pumped.
Note:
Not Reported
Feet to sea level:
604.30
Feet below surface:
1985-07-23
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
412.80
Feet below surface:
1991-11-06
Level reading date:
3
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
1050
Well Hole Depth:
ft
Well Depth Units:
1050
Well Depth:
19720301
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 27ABC2
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
D10
NNW
1/4 - 1/2 Mile
Higher
USGS40000055749
FED USGS
ft
Well Hole Depth Units:
350
Well Hole Depth:
ft
Well Depth Units:
350
Well Depth:
194610
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 34ABB1
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
B9
SSW
1/4 - 1/2 Mile
Lower
USGS40000055659
FED USGS
Not Reported
Well Cancelled:
X
Completion:
0
Approved:
1982 525
Application Date:
X
Drill Log:
62
Draw Down:
1700
Tested Rate:
1700
Pump Rate:
ELECTRIC MOTOR > 100 HP
Pump Power:
TURBINE
Pump Type:
YES
RGR Pump Data:
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
20
Casing Diameter:
1000
Casing Depth:
450
Water Level:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-22
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
610633
Registry ID:
14
SE
1/2 - 1 Mile
Lower
AZ8000000128028
AZ WELLS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 6 4
Application Date:
Not Reported
Drill Log:
0
Draw Down:
1850
Tested Rate:
1850
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
NO CASING CODE LISTED
Casing Type:
20
Casing Diameter:
1050
Casing Depth:
520
Water Level:
1050
Well Depth:
1974 1 1
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
610626
Registry ID:
D13
NNW
1/4 - 1/2 Mile
Higher
AZ8000000128021
AZ WELLS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 114
Application Date:
Not Reported
Drill Log:
0
Draw Down:
1500
Tested Rate:
1500
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
16
Casing Diameter:
900
Casing Depth:
400
Water Level:
900
Well Depth:
1947 425
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
OLIVE AND DYSART LLC
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
601589
Registry ID:
B12
SSW
1/4 - 1/2 Mile
Lower
AZ8000000116078
AZ WELLS
Not Reported
Well Hole Depth Units:
Not Reported
Well Hole Depth:
Not Reported
Well Depth Units:
Not Reported
Well Depth:
Not Reported
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-23
Not Reported
Note:
Not Reported
Feet to sea level:
305.00
Feet below surface:
1962-01-01
Level reading date:
1
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
1500
Well Hole Depth:
ft
Well Depth Units:
1500
Well Depth:
196201
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 27BDB
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
E16
NW
1/2 - 1 Mile
Higher
USGS40000055744
FED USGS
Not Reported
Well Cancelled:
X
Completion:
0
Approved:
1982 525
Application Date:
X
Drill Log:
90
Draw Down:
2000
Tested Rate:
2000
Pump Rate:
ELECTRIC MOTOR > 100 HP
Pump Power:
SUBMERSIBLE
Pump Type:
YES
RGR Pump Data:
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
20
Casing Diameter:
1500
Casing Depth:
410
Water Level:
1500
Well Depth:
1962 3 5
Installed:
97
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
MCKEE,R H
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
609454
Registry ID:
E15
NW
1/2 - 1 Mile
Higher
AZ8000000128783
AZ WELLS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 6 4
Application Date:
Not Reported
Drill Log:
0
Draw Down:
0
Tested Rate:
2100
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
NO CASING CODE LISTED
Casing Type:
14
Casing Diameter:
1450
Casing Depth:
520
Water Level:
1450
Well Depth:
1978 9 9
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-24
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
20
Casing Diameter:
752
Casing Depth:
415
Water Level:
752
Well Depth:
1951 529
Installed:
77
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
482480
Registry ID:
G19
NNW
1/2 - 1 Mile
Higher
AZ8000000028260
AZ WELLS
Not Reported
Well Cancelled:
Not Reported
Completion:
2011 6 3
Approved:
2011 620
Application Date:
X
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
Not Reported
Pump Power:
Not Reported
Pump Type:
NO
RGR Pump Data:
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
16
Casing Diameter:
1000
Casing Depth:
380
Water Level:
1000
Well Depth:
0
Installed:
Not Reported
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
220643
Registry ID:
G18
NNW
1/2 - 1 Mile
Higher
AZ8000000021189
AZ WELLS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 6 4
Application Date:
Not Reported
Drill Log:
0
Draw Down:
2400
Tested Rate:
2400
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
NO CASING CODE LISTED
Casing Type:
20
Casing Diameter:
1820
Casing Depth:
520
Water Level:
1820
Well Depth:
197612 5
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
610631
Registry ID:
F17
North
1/2 - 1 Mile
Higher
AZ8000000128026
AZ WELLS
Map ID
Direction
Distance
Elevation
EDR ID Number
Database
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-25
ft
Well Depth Units:
1085
Well Depth:
19730103
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 27ABB2
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
G22
NNW
1/2 - 1 Mile
Higher
USGS40000055759
FED USGS
ft
Well Hole Depth Units:
1807
Well Hole Depth:
ft
Well Depth Units:
1807
Well Depth:
19761205
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 27AAB
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
F21
North
1/2 - 1 Mile
Higher
USGS40000055767
FED USGS
Y
Well Cancelled:
A
Completion:
1973 927
Approved:
1982 6 4
Application Date:
X
Drill Log:
0
Draw Down:
1650
Tested Rate:
1650
Pump Rate:
ELECTRIC MOTOR > 100 HP
Pump Power:
TURBINE
Pump Type:
YES
RGR Pump Data:
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
20
Casing Diameter:
1085
Casing Depth:
415
Water Level:
1035
Well Depth:
1973 228
Installed:
77
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
610625
Registry ID:
G20
NNW
1/2 - 1 Mile
Higher
AZ8000000128020
AZ WELLS
Y
Well Cancelled:
A
Completion:
0
Approved:
2011 620
Application Date:
X
Drill Log:
0
Draw Down:
1772
Tested Rate:
0
Pump Rate:
ELECTRIC MOTOR > 100 HP
Pump Power:
TURBINE
Pump Type:
NO
RGR Pump Data:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-26
Not Reported
Note:
Not Reported
Feet to sea level:
284.19
Feet below surface:
1961-01-06
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
284.19
Feet below surface:
1961-01-16
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
304.96
Feet below surface:
1962-12-31
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
382.00
Feet below surface:
1972-01-13
Level reading date:
4
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
752
Well Hole Depth:
ft
Well Depth Units:
752
Well Depth:
195105
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 27ABB1
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
G24
NNW
1/2 - 1 Mile
Higher
USGS40000055768
FED USGS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 6 4
Application Date:
Not Reported
Drill Log:
0
Draw Down:
1650
Tested Rate:
1650
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
NO CASING CODE LISTED
Casing Type:
20
Casing Diameter:
1000
Casing Depth:
520
Water Level:
1000
Well Depth:
19501127
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
610627
Registry ID:
H23
NNE
1/2 - 1 Mile
Higher
AZ8000000128022
AZ WELLS
The site was being pumped.
Note:
Not Reported
Feet to sea level:
551.30
Feet below surface:
1985-07-23
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
419.00
Feet below surface:
1991-11-06
Level reading date:
2
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
1085
Well Hole Depth:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-27
Y
Well Cancelled:
A
Completion:
2003 321
Approved:
2003 321
Application Date:
X
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
Not Reported
Pump Power:
Not Reported
Pump Type:
NO
RGR Pump Data:
PLASTIC OR PVC
Casing Type:
2
Casing Diameter:
40
Casing Depth:
7300
Water Level:
120
Well Depth:
2003 822
Installed:
498
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
CITY OF PHOENIX
Owner Name:
MONITOR
Well Type Group:
ENV - MONITOR
Well Type:
597683
Registry ID:
I27
West
1/2 - 1 Mile
Higher
AZ8000000116758
AZ WELLS
Y
Well Cancelled:
Not Reported
Completion:
0
Approved:
1987 324
Application Date:
Not Reported
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
NO
RGR Pump Data:
NO CASING CODE LISTED
Casing Type:
0
Casing Diameter:
0
Casing Depth:
0
Water Level:
0
Well Depth:
0
Installed:
4
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
DYSART & OLIVE PRTSP,
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
516887
Registry ID:
26
South
1/2 - 1 Mile
Lower
AZ8000000045008
AZ WELLS
ft
Well Hole Depth Units:
1000
Well Hole Depth:
ft
Well Depth Units:
1000
Well Depth:
1947
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 26BBB
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
H25
NNE
1/2 - 1 Mile
Higher
USGS40000055766
FED USGS
Map ID
Direction
Distance
Elevation
EDR ID Number
Database
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-28
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
Not Reported
Pump Power:
Not Reported
Pump Type:
NO
RGR Pump Data:
Not Reported
Casing Type:
0
Casing Diameter:
0
Casing Depth:
0
Water Level:
0
Well Depth:
0
Installed:
611
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
CITY OF PHOENIX AVIATION DEPARTMENT
Owner Name:
OTHER
Well Type Group:
SPCL - GEOTECHNICAL
Well Type:
579041
Registry ID:
I30
West
1/2 - 1 Mile
Higher
AZ8000000104236
AZ WELLS
Y
Well Cancelled:
A
Completion:
2003 321
Approved:
2003 321
Application Date:
X
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
Not Reported
Pump Power:
Not Reported
Pump Type:
NO
RGR Pump Data:
PLASTIC OR PVC
Casing Type:
2
Casing Diameter:
40
Casing Depth:
300
Water Level:
120
Well Depth:
2003 822
Installed:
498
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
CITY OF PHOENIX
Owner Name:
MONITOR
Well Type Group:
ENV - MONITOR
Well Type:
597682
Registry ID:
I29
West
1/2 - 1 Mile
Higher
AZ8000000116757
AZ WELLS
Not Reported
Well Cancelled:
X
Completion:
0
Approved:
1982 525
Application Date:
X
Drill Log:
0
Draw Down:
600
Tested Rate:
25
Pump Rate:
ELECTRIC MOTOR 1 - 5 HP
Pump Power:
SUBMERSIBLE
Pump Type:
YES
RGR Pump Data:
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
14
Casing Diameter:
800
Casing Depth:
400
Water Level:
800
Well Depth:
1945 1 1
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
MCKEE,R H
Owner Name:
EXEMPT
Well Type Group:
EXEMPT
Well Type:
609455
Registry ID:
I28
West
1/2 - 1 Mile
Higher
AZ8000000128784
AZ WELLS
Map ID
Direction
Distance
Elevation
EDR ID Number
Database
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-29
1926
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 27CBB1
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
I33
West
1/2 - 1 Mile
Higher
USGS40000055714
FED USGS
Not Reported
Well Cancelled:
C
Completion:
0
Approved:
1987 714
Application Date:
X
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
10
Casing Diameter:
800
Casing Depth:
515
Water Level:
800
Well Depth:
1987 818
Installed:
4
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
WESTSIDE INDUSTRIAL INVESTMENTS
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
517993
Registry ID:
32
SSE
1/2 - 1 Mile
Lower
AZ8000000047196
AZ WELLS
Y
Well Cancelled:
A
Completion:
2003 321
Approved:
2003 321
Application Date:
X
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
Not Reported
Pump Power:
Not Reported
Pump Type:
NO
RGR Pump Data:
PLASTIC OR PVC
Casing Type:
2
Casing Diameter:
40
Casing Depth:
7300
Water Level:
0
Well Depth:
2003 627
Installed:
498
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
CITY OF PHOENIX
Owner Name:
MONITOR
Well Type Group:
ENV - MONITOR
Well Type:
597681
Registry ID:
I31
West
1/2 - 1 Mile
Higher
AZ8000000116756
AZ WELLS
Y
Well Cancelled:
Not Reported
Completion:
0
Approved:
2000 113
Application Date:
Not Reported
Drill Log:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-30
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 6 4
Application Date:
Not Reported
Drill Log:
0
Draw Down:
1200
Tested Rate:
1200
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
NO
RGR Pump Data:
NO CASING CODE LISTED
Casing Type:
20
Casing Diameter:
1150
Casing Depth:
520
Water Level:
1150
Well Depth:
0
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
610628
Registry ID:
J35
NE
1/2 - 1 Mile
Higher
AZ8000000128023
AZ WELLS
Not Reported
Note:
Not Reported
Feet to sea level:
180.00
Feet below surface:
1951-10-01
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
197.20
Feet below surface:
1952-02-13
Level reading date:
A nearby site that taps the same aquifer was being pumped.
Note:
Not Reported
Feet to sea level:
210.68
Feet below surface:
1954-02-08
Level reading date:
3
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
800
Well Hole Depth:
ft
Well Depth Units:
800
Well Depth:
19510101
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 27CBB2
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
I34
West
1/2 - 1 Mile
Higher
USGS40000055719
FED USGS
Not Reported
Note:
Not Reported
Feet to sea level:
76.00
Feet below surface:
1926-02-01
Level reading date:
1
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
257
Well Hole Depth:
ft
Well Depth Units:
257
Well Depth:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-31
Not Reported
Well Hole Depth Units:
Not Reported
Well Hole Depth:
ft
Well Depth Units:
826
Well Depth:
Not Reported
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 26BAB
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
J38
NE
1/2 - 1 Mile
Higher
USGS40000055765
FED USGS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 525
Application Date:
Not Reported
Drill Log:
0
Draw Down:
1700
Tested Rate:
1700
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
16
Casing Diameter:
1400
Casing Depth:
460
Water Level:
1400
Well Depth:
1981 1 1
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
MCKEE,R H
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
609456
Registry ID:
K37
WSW
1/2 - 1 Mile
Higher
AZ8000000128785
AZ WELLS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
19801119
Application Date:
Not Reported
Drill Log:
0
Draw Down:
1660
Tested Rate:
1660
Pump Rate:
ELECTRIC MOTOR > 100 HP
Pump Power:
TURBINE
Pump Type:
NO
RGR Pump Data:
NO CASING CODE LISTED
Casing Type:
1
Casing Diameter:
1200
Casing Depth:
446
Water Level:
1200
Well Depth:
1981 227
Installed:
37
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
TAL-WI-WI,
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
085977
Registry ID:
K36
WSW
1/2 - 1 Mile
Higher
AZ8000000000929
AZ WELLS
Map ID
Direction
Distance
Elevation
EDR ID Number
Database
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-32
110
Well Depth:
2012 3 2
Installed:
666
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
KLIENFELDER
Owner Name:
OTHER
Well Type Group:
SPCL - GEOTECHNICAL
Well Type:
914107
Registry ID:
L41
SSW
1/2 - 1 Mile
Lower
AZ8000000201155
AZ WELLS
ft
Well Hole Depth Units:
1200
Well Hole Depth:
ft
Well Depth Units:
1200
Well Depth:
19810227
Construction Date:
Unconfined single aquifer
Aquifer Type:
Basin Fill, Upper and Lower, Undifferentiated
Formation Type:
Basin and Range basin-fill aquifers
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
NAWQA GWSI data entry verified by GEC on 5/22/02
Description:
Well
Type:
B-03-01 34BBB
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
K40
WSW
1/2 - 1 Mile
Higher
USGS40000030855
FED USGS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 6 9
Application Date:
Not Reported
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
STEEL - PERFORATED OR SLOTTED CASING
Casing Type:
18
Casing Diameter:
1170
Casing Depth:
510
Water Level:
1170
Well Depth:
1971 1 1
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
SUBURBAN LAND RESERVE, INC.
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
625815
Registry ID:
39
WNW
1/2 - 1 Mile
Higher
AZ8000000146257
AZ WELLS
Not Reported
Note:
Not Reported
Feet to sea level:
399.10
Feet below surface:
1982-12-20
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
384.90
Feet below surface:
1984-12-18
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
408.70
Feet below surface:
1991-11-06
Level reading date:
3
Ground water levels,Number of Measurements:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-33
Not Reported
Note:
Not Reported
Feet to sea level:
326.10
Feet below surface:
1990-12-06
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
323.50
Feet below surface:
1991-11-05
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
320.4
Feet below surface:
1992-11-24
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
315.6
Feet below surface:
1993-11-23
Level reading date:
A nearby site that taps the same aquifer was being pumped.
Note:
Not Reported
Feet to sea level:
312.0
Feet below surface:
1994-12-21
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
309.6
Feet below surface:
1995-11-21
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
307.5
Feet below surface:
1997-01-06
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
305.9
Feet below surface:
1997-10-20
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
302.6
Feet below surface:
1998-11-30
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
298.1
Feet below surface:
1999-11-01
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
282.8
Feet below surface:
2000-11-06
Level reading date:
45
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
350
Well Hole Depth:
ft
Well Depth Units:
350
Well Depth:
194307
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 34DBB1
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
L42
SSW
1/2 - 1 Mile
Lower
USGS40000055597
FED USGS
Y
Well Cancelled:
A
Completion:
2012 229
Approved:
2012 229
Application Date:
X
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
Not Reported
Pump Power:
Not Reported
Pump Type:
NO
RGR Pump Data:
Not Reported
Casing Type:
0
Casing Diameter:
0
Casing Depth:
0
Water Level:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-34
311
Feet below surface:
1972-01-13
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
314.2
Feet below surface:
1973-01-25
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
317
Feet below surface:
1974-01-10
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
323.1
Feet below surface:
1976-02-03
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
327.1
Feet below surface:
1976-12-16
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
326.1
Feet below surface:
1978-03-07
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
331.3
Feet below surface:
1979-01-30
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
332.7
Feet below surface:
1980-01-16
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
334.1
Feet below surface:
1981-02-03
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
337.6
Feet below surface:
1982-01-12
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
336.8
Feet below surface:
1982-12-08
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
340.60
Feet below surface:
1984-12-18
Level reading date:
A nearby site that taps the same aquifer was being pumped.
Note:
Not Reported
Feet to sea level:
329.70
Feet below surface:
1985-06-24
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
328.80
Feet below surface:
1985-12-10
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
326.80
Feet below surface:
1986-06-04
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
319.40
Feet below surface:
1986-12-05
Level reading date:
The site was being pumped.
Note:
Not Reported
Feet to sea level:
326.10
Feet below surface:
1987-06-02
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
326.50
Feet below surface:
1987-12-14
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
325.80
Feet below surface:
1988-05-31
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
326.00
Feet below surface:
1988-12-05
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
327.10
Feet below surface:
1989-11-27
Level reading date:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-35
Not Reported
Note:
Not Reported
Feet to sea level:
312.4
Feet below surface:
2000-11-06
Level reading date:
17
Ground water levels,Number of Measurements:
ft
Well Hole Depth Units:
572
Well Hole Depth:
ft
Well Depth Units:
572
Well Depth:
1946
Construction Date:
Not Reported
Aquifer Type:
Not Reported
Formation Type:
Not Reported
Aquifer:
Not Reported
Contrib Drainage Area Unts:
Not Reported
Contrib Drainage Area:
Not Reported
Drainage Area Units:
Not Reported
Drainage Area:
15070102
HUC:
Not Reported
Description:
Well
Type:
B-03-01 27BBB
Monitor Location:
USGS Arizona Water Science Center
Organization Name:
USGS-AZ
Organization ID:
M43
NW
1/2 - 1 Mile
Higher
USGS40000055771
FED USGS
Not Reported
Note:
Not Reported
Feet to sea level:
224.07
Feet below surface:
1957-01-28
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
237.34
Feet below surface:
1958-01-21
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
244.57
Feet below surface:
1959-01-20
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
236.5
Feet below surface:
1960-02-09
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
254.24
Feet below surface:
1962-01-31
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
242.83
Feet below surface:
1962-12-27
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
286.44
Feet below surface:
1965-01-06
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
291.4
Feet below surface:
1966-01-29
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
296
Feet below surface:
1967-01-30
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
302.45
Feet below surface:
1968-01-18
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
305.6
Feet below surface:
1969-02-11
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
308
Feet below surface:
1970-02-16
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
311
Feet below surface:
1971-01-27
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-36
1250
Casing Depth:
520
Water Level:
1250
Well Depth:
1976 8 9
Installed:
0
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
JOHN F LONG FAMILY REVOCABLE LIVING TRUST U/A/D 2/26/2008
Owner Name:
NON-EXEMPT
Well Type Group:
NON-EXEMPT
Well Type:
610630
Registry ID:
44
SSW
1/2 - 1 Mile
Lower
AZ8000000128025
AZ WELLS
Not Reported
Note:
Not Reported
Feet to sea level:
362.50
Feet below surface:
1982-12-20
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
351.20
Feet below surface:
1984-12-18
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
345.30
Feet below surface:
1986-02-25
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
352.20
Feet below surface:
1986-06-04
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
350.50
Feet below surface:
1986-12-05
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
351.00
Feet below surface:
1987-06-02
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
348.10
Feet below surface:
1987-12-14
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
349.50
Feet below surface:
1988-05-31
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
348.60
Feet below surface:
1988-12-05
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
349.30
Feet below surface:
1989-11-27
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
349.80
Feet below surface:
1990-12-06
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
348.2
Feet below surface:
1991-11-06
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
334.7
Feet below surface:
1996-10-31
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
332.3
Feet below surface:
1997-10-22
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
326.8
Feet below surface:
1998-11-30
Level reading date:
Not Reported
Note:
Not Reported
Feet to sea level:
321.2
Feet below surface:
1999-11-03
Level reading date:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-37
Not Reported
Well Cancelled:
N
Completion:
0
Approved:
1997 9 5
Application Date:
X
Drill Log:
0
Draw Down:
0
Tested Rate:
0
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
NO
RGR Pump Data:
PLASTIC OR PVC
Casing Type:
10
Casing Diameter:
380
Casing Depth:
335
Water Level:
380
Well Depth:
0
Installed:
473
Driller License #:
55
Program:
PHOENIX
AMA or INA:
AGUA FRIA RIVER
Watershed:
WEST SALT RIVER VALLEY
Subbasin:
PHOENIX AMA
Basin:
SURPRISE CITY OF
Owner Name:
MONITOR
Well Type Group:
ENV - MONITOR OR PIEZOMETER
Well Type:
564527
Registry ID:
M45
NW
1/2 - 1 Mile
Higher
AZ8000000091376
AZ WELLS
Not Reported
Well Cancelled:
Not Reported
Completion:
0
Approved:
1982 6 4
Application Date:
Not Reported
Drill Log:
0
Draw Down:
2000
Tested Rate:
2000
Pump Rate:
NO POWER CODE LISTED
Pump Power:
NO PUMP CODE LISTED
Pump Type:
YES
RGR Pump Data:
NO CASING CODE LISTED
Casing Type:
20
Casing Diameter:
®
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
®
TC5500068.2s Page A-38
0%
21%
79%
2.242 pCi/L
Basement
0%
20%
80%
3.640 pCi/L
Living Area - 2nd Floor
0%
7%
93%
1.697 pCi/L
Living Area - 1st Floor
% >20 pCi/L
% 4-20 pCi/L
% <4 pCi/L
Average Activity
Area
Number of sites tested: 695
Federal Area Radon Information for MARICOPA COUNTY, AZ
: Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.
Note: Zone 1 indoor average level > 4 pCi/L.
Federal EPA Radon Zone for MARICOPA County: 2
AREA RADON INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®
TOPOGRAPHIC INFORMATION
USGS 7.5’ Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds
to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data
with consistent elevation units and projection.
Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey
HYDROLOGIC INFORMATION
Flood Zone Data:
This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and
500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood
Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.
Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015
NWI:
National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Riparian Vegetation Associated with Perennial Waters
Source: State Land Department
Telephone: 602-542-4094
HYDROGEOLOGIC INFORMATION
AQUIFLOW Information System
R
Source: EDR proprietary database of groundwater flow information
EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has
extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table
information.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital
representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).
STATSGO:
State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS)
The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national
Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil
survey information for privately owned lands in the United States. A soil map in a soil survey is a representation
of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO)
soil survey maps.
SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS)
Telephone: 800-672-5559
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping
scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to
construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the
original soil survey maps. This level of mapping is designed for use by landowners, townships and county
natural resource planning and management.
TC5500068.2s Page PSGR-1
PHYSICAL SETTING SOURCE RECORDS SEARCHED
LOCAL / REGIONAL WATER AGENCY RECORDS
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at
least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.
PWS ENF: Public Water Systems Violation and Enforcement Data
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after
August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).
USGS Water Wells:
USGS National Water Inventory System (NWIS)
This database contains descriptive information on sites where the USGS collects or has collected data on surface
water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.
STATE RECORDS
Arizona Well Registration Database
Source: Department of Water Resources
Telephone: 602-771-8535
The Wells database contains all wells registered in the state.
OTHER STATE DATABASE INFORMATION
Oil and Gas Well Database
Source: Arizona Geological Survey
Telephone: 520-770-3500
This database contains Oil and Gas wells in the State of Arizona. Includes all wells that have been permitted
by the State Oil and Gas Conservation Commission (OGCC). Gas wells include natural gas, helium, and carbon dioxide
wells.
RADON
State Database: AZ Radon
Source: Arizona Radiation Regulatory Agency
Telephone: 602-255-4845
State Indoor Radon Survey
Area Radon Information
Source: USGS
Telephone: 703-356-4020
The National Radon Database has been developed by the U.S. Environmental Protection Agency
(USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at
private sources such as universities and research institutions.
EPA Radon Zones
Source: EPA
Telephone: 703-356-4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor
radon levels.
OTHER
Airport Landing Facilities:
Private and public use landing facilities
Source: Federal Aviation Administration, 800-457-6656
Epicenters:
World earthquake epicenters, Richter 5 or greater
Source: Department of Commerce, National Oceanic and Atmospheric Administration
Earthquake Fault Lines:
The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared
in 1975 by the United State Geological Survey
TC5500068.2s Page PSGR-2
PHYSICAL SETTING SOURCE RECORDS SEARCHED
STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC5500068.2s Page PSGR-3
PHYSICAL SETTING SOURCE RECORDS SEARCHED
PRIVILEGED AND CONFIDENTIAL
PREPARED AT THE REQUEST OF COUNSEL
Phase I Environmental Site Assessment
Parcel 509-18-970 – El Mirage, Arizona
1852102.31773
APPENDIX E
QUALIFICATIONS
James Maynes, P.E.
Engineer
SUMMARY OF QUALIFICATIONS
-
Certified Professional Engineer (P.E.) in the State of Tennessee.
-
Provides engineering and compliance support related to stormwater, air emissions, hazardous waste,
hazardous materials, due diligence, and environmental management systems for industrial and
commercial clients.
EXPERIENCE
Prepared facility Storm Water Pollution Prevention Plans (SWPPP), NPDES permit compliance reviews,
and storm water training for industrial clients.
Prepared Spill Prevention, Control and Countermeasure (SPCC) plans and provided training.
Conducted multiple smoke and dye trace drain studies at a variety of industrial facilities.
Conducted environment assessments, record reviews and general environmental compliance training at
numerous facilities.
Conducted annual stormwater site compliance evaluations and reporting at NPDES permitted facilities.
Assisted in the development of ISO 14001 documents.
Prepared hazardous waste reports, waste reduction reports, and training.
Performed Phase I environmental site assessments and document reviews for industrial and commercial
properties.
Prepared discharge monitoring reports for manufactured housing facilities.
Provided air emissions permitting and compliance services including air emission inventories for criteria
and hazardous air pollutants, and air emissions tracking and reporting systems.
Prepared Hazardous Materials Business Plans for facilities in California and Hazardous Substance
Information Surveys for facilities in Oregon.
Prepared EPCRA Tier II reports.
EDUCATION
B.S., Civil Engineering, University of Tennessee, 2012.
B.S., Business Administration, Newberry College, 2004.
CHARLES FERST
CEO, STRATA ENVIRONMENTAL
SUMMARY OF QUALIFICATIONS
Founder of Strata Environmental Services, Inc.
Bachelor’s Degree in Civil Engineering.
Licensed Professional Engineer.
Registered Environmental Property Assessor.
Certified Professional Environmental Auditor.
Accomplished 35-years plus record of environmental engineering, consulting, and project management
experience with the U.S. EPA, the Department of Interior, and private practice.
EXPERIENCE
Technical, project and administrative consultant and project manager for environmental services firm since
1992 providing environmental compliance programs, permitting, regulatory analysis and support,
soil/groundwater investigations and remediation and site assessment services.
Provided environmental due diligence consulting on major merger, acquisition and divestiture transactions
including Pepsi acquisition of Tropicana, Graybar Building in New York, NBC Studios, Sands Hotel,
Excide battery manufacturing, Square D electric, FinnChem manufacturing, Indalex aluminum, Salesforce
corporate headquarters, Ghiradelli Square.
Managed litigation technical support teams in the defense of industrial clients including claims of damage to
Pensacola pubic groundwater supply by chlorinated solvents, groundwater contamination by a battery
manufacturer in Tampa, and contamination of the Biscayne Aquifer by PCB releases from a transformer
disposal operation.
Conducted hundreds of compliance investigations and audits for commercial and industrial facilities
including the Alyeska Pipeline.
Contributed to the development and implementation of the EPA’s first analytical Quality
Assurance/Quality Control program and national water quality database (STORET).
Directed development of water quality standards and water quality criteria for EPA Region 4. Developed
federal rules to establish water quality standards and determinations of hydrological consequences.
Registered Environmental Assessor in the State of California.
EDUCATION
B.S., Civil Engineering, Virginia Polytechnic Institute, 1969.
F.H.
W.V.
F.H.
W.V.
F.H.
S.C.O.
S.L.M.
E.J.B.
4xW.V.
E.J.B.
S.L.M.
F.H.
S.L.M.
E.J.B.
E.J.B.
S.L.M.
F.H.
S.L.M.
E.J.B.
W.V.
W.V.
W.V.
S.L.M.
E.J.B.
E.J.B.
S.L.M.
E.J.B.
S.L.M.
W.V.
D.W.
D.W.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
E.D.R.
E.D.R.
C.L.F.
WALL
T.B.
B.B.
T.B.
E.C.B.
T.B.
T.B.
B.B.
B.B.
C.B.
C.B.
E.C.B.
W
C.L.D.
C.L.D.
E.D.R.
E.D.R.
EX. H.W.
36" RCP
INV=1093.69
EX. H.W.
36" RCP
INV=1093.78
6 - 2" PVC
6 - 4" PVC
4 - 2" PVC
4 - 4" PVC
4" PVC
EX. H.W.
24" RCP
INV=1095.52
EX. H.W.
24" RCP
INV=1096.46
EX. H.W.
INV=1097.24
INV=1097.65
TC 1.53
G 1.46
TC 1.72
G 1.30
TC 1.64
G 1.14
TC 1.50
G 1.00
TC 1.14
G 0.73
TC 0.90
G 0.41
TC 0.44
G 99.98
TC 0.05
G 99.59
TC 0.21
G 99.72
TC 1.18
G 0.69
TC 3.80
G 3.35
TC 3.64
G 3.15
TC 3.25
G 2.77
TC 2.74
G 2.27
TC 2.41
G
P 2.00
P 1.20
P 0.59
P 0.08
P 0.62
P 3.09
P 3.40
P 2.76
NG 1.78
NG 1.09
NG 0.54
NG 1.83
NG 0.62
NG 1.18
NG 0.75
NG 0.42
NG 1.18
NG 0.96
EX. SSMH
RIM 1103.65
INV 1081.78 (W)
INV 1081.73 (E)
EX. SSMH
RIM 1102.93
INV 1082.08 (W)
INV 1082.08 (E)
EX. SSMH
RIM 1100.61
INV 1083.65 (W)
INV 1083.59 (E)
EX. SSMH
RIM 1102.18
INV 1085.67 (S)
INV 1085.47 (E)
X
X
X
X
X
X
X
GATE
LFF=
PROPOSED
MANUFACTURING &
WAREHOUSE
1102.00
FD. 3" CITY OF EL MIRAGE
BRASS CAP FLUSH RLS 41282 2019
JOE R. RAMIREZ ROAD
C
1
C
2
N83°39'37"W 560.24'
L=194.20', R=2030.00'
D=5°28'52"
N89°08'29"W 324.67'
30'
R/W
30'
R/W
8'
P.U.E.
34'± E
6'±
S
6'±
W
RAMP DOWN
GRADE DOORS
S.E.S.
PROPOSED
DETENTION
VP = 2.2 AF
DISPLAY
FIRE RISER
ROOM
FUTURE CONNECTION TO
EXISTING SEWER LINE
RIM=1103.0
INV= 1082.00
INV=(1081.21)
CONNECT PROPOSED
FIRELINE TO EXISTING 12"
WATER LINE
CONNECT PROPOSED
DOMESTIC WATER
SERVICE TO EXISTING 12"
WATER LINE
CONNECT PROPOSED
10" FIRELINE TO EXISTING
12" WATER LINE
PROPOSED
SEWER MANHOLE
INV=1082.81 (N)
INV=1082.91 (S)
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED
DECOMPOSED GRANITE
(750'X150 SEPTIC)
PROPOSED
SCREEN WALL
PROPOSED
SCREEN WALL
PROPOSED
SCREEN WALL
PROPOSED CHAIN
LINK FENCE
PROPOSED
SCREEN WALL
PROPOSED
SCREEN WALL
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
PROPOSED 8" SEWER LINE
CAP 8" SEWER LINE
30" PIPE
30" PIPE
PROPOSED 6'
SIDEWALK
FUTURE 8" SEWER LINE
6'
S/W
6'
S/W
6'
S/W
CONNECT PROPOSED 1 1
2"
LANDSCAPE SERVICE TO
EXISTING 12" WATER LINE
PROPOSED REMOTE
FIRE DEPT. CONNECTION
EXISTING IRRIGATION TO
BE REALIGNED.
12'
I.E.
8'
P.U.E.
PROPOSED
FIRE LINE
PROPOSED FIRE LINE
PROPOSED
FIRE LINE
24" PIPE
12" PIPE
PROPOSED
A.C. PAVEMENT
12" PIPE
1095
1096
1097
1098
1099
1100
HWE 1100.5
PROPOSED
STORM DRAIN
PROPOSED
DRAIN INLET
CAVCO WEST
PRELIMINARY GRADING, DRAINAGE, WATER & SEWER PLAN
A PORTION OF SECTION 27, TOWNSHIP 3 NORTH, RANGE 1 WEST
OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
OWNER / DEVELOPER
CAVCO WEST
1366 SOUTH LITCHFIELD ROAD
BUILDING 6
GOODYEAR, ARIZONA 85338
CONTACT: PAUL DeROO
PHONE: (602) 283-9316
FAX: (623) 882-2810
ENGINEER
WOOD, PATEL & ASSOCIATES, INC.
2051 WEST NORTHERN AVENUE, SUITE 100
PHOENIX, ARIZONA 85021
CONTACT: DAN CRONIN
PHONE: (602) 335-8500
FAX: (602) 335-8580
1" = 40'
N/A
EL MIRAGE, ARIZONA
ARCHITECT
DEUTSCH ARCHITECTURE GROUP
4600 E INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
CONTACT: DUSTIN CHISUM
PHONE: (602) 840-2929
PROJECT SITE DATA
ASSESSOR PARCEL NUMBER(S):
509-18-970B
PROJECT SITE ADDRESS:
S/W CORNER OF
JOE R. RAMIREZ RD. AND DYSART RD.
EL MIRAGE, ARIZONA 85338
PROJECT SITE AREA(S):
NET AREA = 39.71 AC
DISTURBED AREA = 39.71± AC
ZONING:
EI
1
OF
JOB NUMBER
SHEET
SCALE (VERT.)
DATE
SCALE (HORIZ.)
01/10/2020
184946
3
WATER & SEWER PLAN
CAVCO WEST
EL MIRAGE, ARIZONA
DESCRIPTION
DATE
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
CHECKED BY: DC DESIGNED BY: DC DRAFTED BY: JRS
Wood, Patel & Associates, Inc.
Civil Engineering
Water Resources
Land Survey
Construction Management
602.335.8500
www.woodpatel.com
REV
PRELIMINARY GRADING, DRAINAGE,
Z:\2018\184946\Dwg\Conceptual\Imp\4946-001-002-GD-CON.dwg
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45869
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EXPIRES 03-31-22
N
VICINITY MAP
N.T.S.
N. DYSART RD
N. LITCHFIELD RD
W. PEORIA AVE
W. OLIVE AVE
SEC. 27,
T.3N.,
R.1W.
SITE
JOE R. RAMIREZ RD.
N
Horz. 1 in. = ft.
0
40
80
40
MATCH SHEET 2
1/10/20
VOID
71589
E.D.R.
E.D.R.
C.L.F.
E.D.R.
E.D.R.
C.L.F.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
NG 0.09
NG 99.42
NG 98.58
NG 0.16
NG 99.29
NG 98.13
NG 98.89
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
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X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
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X
X
X
X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
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X
X
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X
X
X
X
X
X
X
X
X
X
X
GATE
LFF=
PROPOSED
MANUFACTURING &
WAREHOUSE
1102.00
S00°03'38"W 1820.00' (R)
N00°03'47"E 1481.75' (M)
N00°03'38"E 1481.75' (R)
S00°03'47"W 1820.00' (M)
1522.00' (M&R)
GRADE DOORS
COVERED
PATIO
N
COVERED
PATIO
PROPOSED
COVERED
CONCRETE
PAD
750'X150 FUTURE SEPTIC
PROPOSED
DECOMPOSED GRANITE
(750'X150 SEPTIC)
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED
SEWER MANHOLE
INV=1085.52 (N)
INV=1085.62 (S)
PROPOSED
SEWER MANHOLE
INV=1084.15 (N)
INV=1084.25 (S)
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED
SCREEN WALL
PROPOSED CHAIN
LINK FENCE
PROPOSED CHAIN
LINK FENCE
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED 8" SEWER LINE
PROPOSED 8" SEWER LINE
PROPOSED 6" SEWER LINE
PROPOSED 6" SEWER LINE
36" PIPE
36" PIPE
CANOPY
STAGING
CANOPY
CANOPY
PROPOSED 8" SEWER LINE
INV = 1091.54
INV = 1095.06
PROPOSED
FIRE LINE
PROPOSED
FIRE LINE
PROPOSED
FIRE LINE
24" PIPE
30" PIPE
12" PIPE
36" PIPE
PROPOSED
DRAIN INLET
PROPOSED
DRAIN INLET
1" = 40'
N/A
N
Horz. 1 in. = ft.
0
40
80
40
MATCH SHEET 1
MATCH SHEET 3
2
OF
JOB NUMBER
SHEET
SCALE (VERT.)
DATE
SCALE (HORIZ.)
01/10/2020
184946
3
WATER & SEWER PLAN
CAVCO WEST
EL MIRAGE, ARIZONA
DESCRIPTION
DATE
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
CHECKED BY: DC DESIGNED BY: DC DRAFTED BY: JRS
Wood, Patel & Associates, Inc.
Civil Engineering
Water Resources
Land Survey
Construction Management
602.335.8500
www.woodpatel.com
REV
PRELIMINARY GRADING, DRAINAGE,
Z:\2018\184946\Dwg\Conceptual\Imp\4946-001-002-GD-CON.dwg
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45869
A
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EXPIRES 03-31-22
1/10/20
E.D.R.
E.D.R.
C.L.F.
E.D.R.
E.D.R.
C.L.F.
E.D.R.
E.D.R.
C.L.F.
E.D.R.
E.D.R.
C.L.F.
C.L.D.
C.L.D.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
T.B.
B.B.
T.B.
T.B.
T.B.
B.B.
T.B.
T.B.
B.B.
T.B.
T.B.
B.B.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
E.D.R.
24" CMP INV=1095.40
36" CMP INV=1094.68
24" CMP INV=1096.20
36" CMP INV=1094.34
INV=1096.51
INV=1096.46
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
C.L.D.
NG 98.40
NG 97.93
NG 96.81
NG 97.53
NG 97.15
NG 96.90
NG 96.58
NG 96.59
NG 96.22
NG 96.16
NG 96.64
NG 96.58
NG 96.27
NG 96.58
NG 96.26
NG 95.82
NG 95.61
NG 96.30
NG 95.80
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
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X
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X
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X
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X
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X
X
X
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X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
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X
X
X
X
X
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X
X
X
X
X
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X
X
X
X
X
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X
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X
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X
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X
X
LFF=
PROPOSED
MANUFACTURING &
WAREHOUSE
1102.00
C.L.F.
S89°08'29"E 1150.99' (M)
S89°08'38"E 1151.00'(R)
298.00' (M&R)
APN: 509-18-970A
CENTERPOINT
LOGISTICS PARK
P/D WEST LOT 3 MLD
GRADE DOORS
RAMP DOWN
PROPOSED RETENTION
VR = 6.8 AF
VP = 9.0 AF
750'X150 FUTURE SEPTIC
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED CHAIN
LINK FENCE
PROPOSED CHAIN
LINK FENCE
PROPOSED CHAIN
LINK FENCE
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
PROPOSED FIRE
HYDRANT (TYP.)
36" PIPE
PROPOSED
SEWER MANHOLE
INV=1086.38 (N)
INV=1086.48 (W)
PROPOSED 6" SEWER LINE
PROPOSED 8" SEWER LINE
INV = 1090.67
PROPOSED
RIP RAP
APRON
PROPOSED
RIP RAP
APRON
PROPOSED
FIRE LINE
PROPOSED
FIRE LINE
36" PIPE
PROPOSED FIRE LINE
PROPOSED
DRYWELL
PROPOSED
DRYWELL
PROPOSED
DRYWELL
PROPOSED
DRYWELL
1095
1096
1094
1093
HWE 1096.5
1096
1095
1094
1093
1092
1091
1090
PROPOSED
DRAIN INLET
1" = 40'
N/A
MATCH SHEET 2
3
OF
JOB NUMBER
SHEET
SCALE (VERT.)
DATE
SCALE (HORIZ.)
01/10/2020
184946
3
WATER & SEWER PLAN
CAVCO WEST
EL MIRAGE, ARIZONA
DESCRIPTION
DATE
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
CHECKED BY: DC DESIGNED BY: DC DRAFTED BY: JRS
Wood, Patel & Associates, Inc.
Civil Engineering
Water Resources
Land Survey
Construction Management
602.335.8500
www.woodpatel.com
REV
PRELIMINARY GRADING, DRAINAGE,
Z:\2018\184946\Dwg\Conceptual\Imp\4946-001-002-GD-CON.dwg
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A
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BROWN
NICHOLAS E.
45869
A
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A
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)
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.
.
EXPIRES 03-31-22
N
Horz. 1 in. = ft.
0
40
80
40
1/10/20
D.W.
F.H.
F.H.
F.H.
W.S.
2xW.M.
S.C.O.
F.H.
F.H.
D.W.
D.W.
VOID
71589
D.W.
D.W.
D.W.
D.W.
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
L-1.1
L-1.2
L-1.6
L-1.3
L-1.5
L-1.4
PLANTING
PLAN
01.17.20
Revisions
H.
S.C.O.
F.H.
F.H.
D.W.
D.W.
A
A
B
B
C
A
E
D
D
A
D
DG
E
A
A
F
E
FG
STEEL
HEADER TYP.
E
F
F
FG
FG
FG
F
FG
FG
F
DG
DG
STEEL
HEADER TYP.
E
D
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
C
C
C
DG
DG
DG
DG
DG
DG
DG
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.6
MATCHLINE SHEET L-1.2
PLANTING
PLAN
01.17.20
Revisions
F.H.
F.H.
B
B
B
B
A
A
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
C
C
C
C
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.3
MATCHLINE SHEET L-1.1
PLANTING
PLAN
01.17.20
Revisions
VOID
71589
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.4
MATCHLINE SHEET L-1.6
MATCHLINE SHEET L-1.2
PLANTING
PLAN
01.17.20
Revisions
D.W.
W.
D.W.
DG
DG
DG
DG
DG
DG
DG
DG
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.3
MATCHLINE SHEET L-1.5
PLANTING
PLAN
01.17.20
Revisions
D.W.
D.W.
D.W.
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
DG
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.6
MATCHLINE SHEET L-1.4
PLANTING
PLAN
01.17.20
Revisions
DG
DG
DG
DG
DG
DG
DG
DG
SHRUBS
GROUNDCOVERS
INERT MATERIALS
JUSTICIA CALIFORNICA
CHUPAROSA
JOJOBA
SIMMONDSIA CHINENSIS
LANTANA 'NEW GOLD'
TRAILING YELLOW LANTANA
EREMOPHILA GLABRA 'OUTBACK SUNRISE'
OUTBACK SUNRISE EMU
A
B
C
ALOE BARBADENSIS
MEDICINAL ALOE
D
BOUTELOUA 'BLONDE AMBITION'
BLONDE AMBITION GRAMA
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
1/4" MINUS,
DECOMPOSED GRANITE
ARIZONA GOLD
DG
5 GAL, 68 QTY
5 GAL, 90 QTY
1 GAL @ 3' O.C.,
87 QTY
1 GAL @ 4' O.C.,
202 QTY
5 GAL @ 3' O.C.,
60 QTY
5 GAL @ 2.5' O.C.,
99 QTY
5 GAL, 75 QTY
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
5 GAL, 19 QTY
AZT HYBRID PALO BREA
PARKINSONIA PRAECOX 'AZT #5'
CONCEPTUAL PLANT PALETTE
TREES
36" BOX / LOW BREAKING /
MATCHED / 34 QTY
SIZE/ COMMENTS/ QUANTITY
36" BOX / LOW BREAKING /
MATCHED / 15 QTY
RUELLIA PENINSULARIS
BAJA RUELLIA
5 GAL, 36 QTY
HESPERALO PARVIFOLIA
RED YUCCA
5 GAL, 24 QTY
2" DEPTH, TYP.
ULMUS PARVIFLORA
EVERGREEN ELM
24" BOX / LOW BREAKING /
MATCHED / 31 QTY
13.
12.
11.
10.
9.
8.
6.
5.
2.
1.
IS SHOWN ON THE PLANS OR NOT.
CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SLEEVING WHETHER IT
ALL UNDERGROUND CONDUITS/PIPES/UTLITIES ARE TO BE LOCATED
ALL EARTHWORK IS TO BE DONE SO THAT ALL WATER DRAINS AWAY FROM
GROUNDCOVER AND/OR DG SHALL EXTEND UNDER SHRUBS UNLESS NOTED.
HEADER, PAVING, CURBING, ETC.
FINISHED GRADE BELOW ALL PLANTERS SHALL BE 1" BELOW ADJACENT
PLANS TAKE PRECEDENCE.
PLANT LIST/QTY'S PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY.
OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
AND THE SITE, THEY SHOULD BE BROUGHT TO THE ATTENTION
FOR CLARIFICATION OF DISCREPANCIES BETWEEN THE DRAWINGS
TO REFUSE ANY PLANT HE/SHE DEEMS UNACCEPTABLE.
LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVE THE RIGHT
DISCREPANCIES SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S
VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDDING/ INSTALLATION.
APPLIED OVER PRE-EMERGENT PER MFG. SPECS, 2 APPLICATIONS, MIN.
SIZE & COLOR AS SPECIFIED, 2" DEPTH TYP.
ALL PLANTING AREAS TO HAVE TOP DRESSING OF DECOMPOSED GRANITE,
GENERAL NOTES
NO PLANT SUBSTITUTION ALLOWED UNLESS APPROVED BY L/S ARCHITECT.
3.
ANY EXISTING PLANT MATERIAL NOT SHOWN TO REMAIN IS TO BE REMOVED
16.
15.
LANDSCAPE CONTRACTOR RESPONSIBLE TO MAINTAIN EXISTING PLANT
MATERIAL TO REMAIN IN GOOD, HEALTHY CONDITION DURING CONSTRUCTION.
4.
7.
14.
L/S ARCHITECT TO APPROVE ALL TREES PRIOR TO DELIVERY TO SITE.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO TAKE PRECAUTIONS
TO PROTECT ANY EXISTING IMPROVEMENTS.
ADJUST NEW LANDSCAPE TO ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.
ALL STEEL HEADER TO BE 3/16" THICK COLD ROLL STEEL 4" DEPTH
17.
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
WASHINGTONIA FILIFERA
CALIFORNIA FAN PALM
24" BOX / LOW BREAKING /
MATCHED / 38 QTY
6' CLEAR TRUNK /
MATCHED / 11 QTY
E
ROSMARINUS 'HUNTINGTON CARPET'
TRAILING ROSEMARY
1 GAL @ 3' O.C.,
280 QTY
1"-3" SCREENED,
FRACTURED GRANITE
TABLE MESA BROWN
2" DEPTH, TYP.
EREMOPHILA CARNOSA 'WINTER BLAZE'
WINTER BLAZE EMU
5 GAL @ 3' O.C.,
47 QTY
F
STEEL HEADER
3/16" COLD ROLLED STEEL
STEEL HEADER TO SEPERATE ALL DECOMPOSE GRANITE AND FRACTURED
PROSOPIS 'AZT PODLESS HYBRID'
AZT HYBRID MESQUITE
OLEA EUROPAEA 'LITTLE OLLIE'
LITTLE OLLIE DWARF OLIVE
5 GAL, 236 QTY
FG
GRANITE BANDS.
BY CONTRACTOR.
PRIOR TO DIGGING.
ALL STRUCTURES.
ATTENTION IN WRITING.
MATCHLINE SHEET L-1.5
MATCHLINE SHEET L-1.1
MATCHLINE SHEET L-1.3
Revisions
PLANTING
PLAN
01.17.20
WOOD
PATEL
PRELIMINARY DRAINAGE REPORT
FOR
CAVCO WEST
January 10, 2020
WP# 184946
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MATTHEW R
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TABLE OF CONTENTS
1.0 INTRODUCTION
1
1.1
General Background...............
Topography............................
FEMA Regulated Flood Zones
Scope of the Drainage Report
1
1.2
1
1.3
1
1.4
1
2.0 HYDROLOGY ANALYSIS
2.1
Off-Site Hydrology
2.2
On-Site Hydrology
2.3
Retention..............
2.4
Drywell..................
2.5
Outfall...................
3
3
3
3
4
4
3.0 HYDRAULIC ANALYSIS
5
4.0 MAINTENANCE
6
5.0 CONCLUSIONS
7
6.0 REFERENCES
8
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Cavco West
January 10, 2020
Page i
APPENDICES
Hydrology
APPENDIX A
IDF Data from FCDMC NOAA Atlas 14 Precipitation Data
Table 1 - Rational Method Summary
Table 2 - Retention Volumes Required
Table 3 - Retention Volumes Provided
Table 4 - Drywell Basin Drain Time
Off-Site Hydrology
Hydraulics
APPENDIX B
•
Inlets Capacity Summary
•
Pipe Analysis Summary
APPENDIX C
Excerpts from Referenced Materials
•
Joe Ramirez Final Drainage Report
•
CenterPoint Logistics Final Drainage Report
EXHIBITS
Vicinity Map
EXHIBIT 1
FEMA FIRM
EXHIBIT 2
EXHIBIT 3
Surrounding Drainage Conditions Map
EXHIBIT 4
Proposed Drainage Map
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Y:\WP\Reports\Residential\184946 Cavco Prelminiary Drainage Report.docx
January 10, 2020
Page n
WOODPATEL
Cavco West
1.0
INTRODUCTION
1.1
General Background
Cavco West (Site) is a proposed commercial development located in the City of El Mirage (APN# 509-
18-970B). The parcel consists of approximately 40 acres± of CenterPoint Logistics Park Lot 3, located
within Section 27, Township 3 North, Range1 West of the Gila and Salt River Meridian. The Site parcel
is located on the west side of Dysart Road, just south of Joe R. Ramirez Road. Refer to Exhibit 1 –
Vicinity Map for the project location. The project includes one (1) building, approximately 480,000 SF
in size. The Site will include employee parking, outdoor storage, truck docks, on-site wastewater
treatment facilities (septic) and above ground stormwater storage.
This Preliminary Drainage Report has been prepared in accordance with Wood, Patel & Associates,
Inc.’s (WOODPATEL’S) understanding of the City of El Mirage’s technical drainage requirements and
the Drainage Design Manuals for Maricopa County Hydrology and Hydraulics (2013), as applicable to
the Cavco West.
1.2
Topography
The topography of the Site generally slopes from the north to the south from an approximate high
elevation of 1,102 to an approximate low elevation of 1,096 at an approximate slope of 0.4%.
1.3
FEMA Regulated Flood Zones
The Federal Emergency Management Agency (FEMA) has published Flood Insurance Rate Maps for
Maricopa County and Incorporated Areas. The Site is located within “Other Flood Areas” Zone “X”
shaded per Flood Insurance Rate Map (FIRM) Panel 1680 of 4425, Map Number 04013C1680L, dated
October 16, 2013. (Refer to Exhibit 2 – FEMA FIRM).
“Zone X” shaded is defined by FEMA as follows:
“Area of 0.2% annual chance flood; areas of 1” annual chance flood with average
depths less than 1 foot or with drainage areas less than 1 square mile; and areas
protected by levees from 1% annual chance flood”.
1.4
Scope of the Drainage Report
This Preliminary Drainage Report has been prepared in accordance with Wood, Patel & Associates,
Inc.’s (WOODPATEL’S) understanding of the City of El Mirage’s requirements for drainage storage and
conveyance systems, as applicable for the Site. The purpose of this report is to address the following
drainage design considerations for the Cavco West site:
On-site retention calculations for the proposed retention system;
Peak flow determination for conveyance system design;
Inlet capacity calculations for the proposed conveyance structures
The hydrologic and hydraulic methods and design criteria utilized within this report are understood to
be in accordance with the City of El Mirage’s Design & Development Standards Manual, Maricopa
County Drainage Design Manual, Volume I – Hydrology, and Maricopa County Drainage Design
Manual, Volume II – Hydraulics.
2.0
HYDROLOGY ANALYSIS
2.1
Off-Site Hydrology
The Site is immediately south of and adjacent to Joe R. Ramirez Road. The Site and the surrounding
area are currently active agricultural fields. Refer to Exhibit 3 – Surrounding Drainage Conditions Map.
According to the as-built plans for Joe R. Ramirez Road, the off-site flow from the agricultural fields to
the north is intercepted by roadway drainage swales and passed under the road through two (2)
culverts (a 24-inch and 36-inch pipe culvert) where it will fill and overtop the local street storage basins
and continue south across the Site. Currently, there is also one (1) 24-inch irrigation ditch culvert that is
anticipated to have its flow diverted to the east and continue to provide irrigation to the adjacent
agriculture fields.
As can be seen from the Site’s existing topography, the Site currently drains to the south and southeast
where any rainfall runoff will exit the property. Two City of El Mirage approved drainage reports north of
the Site were utilized to determine the impact of the off-site flows on the Site. According to both the
Final Drainage Report for Joe Ramirez Road (2018) and the CenterPoint Logistic Park Primary Rail
Spur Final Drainage Report (2019), the Site receives 22 cfs from the 24-inch culvert and 50 cfs from
the 36-inch pipe. The 22 cfs flow appears to be routed to the east within a drainage swale north of the
Civez Steel Company (located to the west) and then under Joe R. Ramirez Road via the 24-inch pipe
where it then passes through the Site. Further investigation of these off-site flows and their impact on
the post-development drainage design shall be performed and detailed within the Site’s Final Drainage
Report.
2.2
On-Site Hydrology
All runoff for the Site will flow away from the buildings towards proposed conveyance structures that
will ultimately outfall into proposed on-site retention basins. The drainage map for the Site is depicted
in the attached Exhibit 4 – Proposed Drainage Map.
On-site peak flow estimates for the proposed development were generated using the Rational Method,
as outlined in the Drainage Design Manual for Maricopa County, Arizona: Volume I – Hydrology (Ref.
2). NOAA Atlas 14 precipitation data was obtained and utilized to develop Intensity-Duration-Frequency
(I-D-F) curves for the Site. Rational Method peak flows were computed at concentration points within
the Site at key design locations. Runoff coefficients were estimated to reflect post-development land
use conditions for the 10-year and 100-year events (Refer to Appendix A – Hydrology).
2.3
Retention
In accordance with the City of El Mirage’s Design & Development Standards Manual (2019) Storm
Water Storage Facilities (page 92) and the Drainage Design Manual for Maricopa County, Volume II
Hydraulics (2018), the following required retention volume equation was used for this project:
Vol = (P/12) x A x C
P = Rainfall Depth = 2.4 inches (100 year, 1 hour)
A = Tributary Area (Acres)
C = Post-Development Condition Runoff Coefficient
To meet the 100-year, 1-hour retained volume requirement by the City of El Mirage for the Site’s
improvements, there are two (2) proposed stormwater storage basins. One (1) of the proposed basins
is to intercept the off-site flow from the north, and one (1) is to be used to collect the on-site flow from
the Site. Both are anticipated to be a minimum of 3-feet deep. The north basin may pass the flow
through the Site and/or hold the off-site 100-year, 1-hour discharge and be drained via a bleed-off pipe.
The south stormwater storage basin shall be drained by drywells. Based on using the required
retention volume equation above, the preliminary calculation for the 100-year, 1-hour on-site required
retention is 6.8 acre-feet.
The overall effect of retaining, at a minimum, the on-site 100-year, 1-hour storm runoff will be to reduce
the rainfall runoff leaving the Site in the post-development condition and therefore, it is anticipated
there will be no adverse impact to the surrounding areas.
2.4
Drywell
A preliminary estimate of the required number of drywells for the Site’s one (1) 3-foot deep basin shall
be calculated by utilizing a design drain rate of 0.80 cfs per drywell to properly drain the stormwater
storage basin within 36 hours. When a new drywell is installed, percolation testing will be performed to
determine the actual percolation rate of the drywells. Refer to Appendix A – Hydrology for drywell
calculations for the Site.
Changes to any approved plan will be either revised plans or field directive with supporting
documentation submitted to the City of El Mirage for review.
2.5
Outfall
The retention basins will drain from their southern boundaries and will ultimately outfall to the Site’s
southern property boundary where it will continue to flow south of the Site along its historic path.
It is anticipated that all finished floor elevations will be at a minimum 1-foot above the highest adjacent
100-year base flood elevation and fourteen inches (14") above the low outfall elevation of the Site. As
the design of the Site’s Civil Plans continues, a Final Drainage Report will be prepared which
addresses the Site’s drainage design system and shall provide the necessary documentation to show
the Site’s development is in conformance with the City of El Mirage’s Design & Development Standards
Manual (2019).
3.0
HYDRAULIC ANALYSIS
The Site has been designed to have on-site runoff flow across the parking lot towards one of the proposed
retention basins or conveyance structures. Portions of the Site have been designed with grated catch basins
located within sumps that will capture runoff and convey it towards the proposed retention basin. The sumps
have been designed to be 6-inches deep before water will break out and cascades down to the next sump and
ultimately to the proposed retention basin. The sumps have been designed to have a maximum ponding depth
of 1-foot as water weirs out of the sump during the 100-year storm. Curb openings and wall openings will be
designed to allow runoff to enter the retention basins. A detailed analysis of the Site’s hydraulic structures will
be documented in the Final Drainage Report for the Site. Refer to Appendix B – Hydraulics for a summary of
the inlet capacities, as well as their respective calculations.
4.0
MAINTENANCE
Ongoing maintenance of the designed or recommended drainage systems is required to preserve the design
integrity and purpose of the drainage system. Failure to provide maintenance can prevent the drainage system
from performing to its intended design purpose, and can result in reduced performance. Maintenance within the
public right-of-way is the responsibility of the governing municipality. However, it is the responsibility of land
owners (such as private developers or property owners’ associations) for facilities on private property within
drainage easements, including private streets. Prior to ultimate condition build-out upstream of drainage
structures, additional maintenance may be required due to an increase in sedimentation build-up. A regular
maintenance program is required to have drainage systems perform to the level of protection or service, as
presented in this report and the project’s plans and specifications.
5.0
CONCLUSIONS
Based on our analysis of the Site, the following conclusions can be made:
1. The Drainage Report has been prepared in accordance with Wood, Patel & Associates, Inc.’s
(WOODPATEL’s) understanding of the City of El Mirage’s technical drainage requirements and the
Drainage Design Manuals for Maricopa County Hydrology and Hydraulics (2013), as applicable to the
Cavco West Site.
2. The proposed improvements lie within a FEMA designated “Zone X” shaded.
3. Off-site stormwater will be routed through the Site to the southern property boundary.
4. On-site stormwater storage of the 100-year, 1-hour storm event occurs in two (2) 3-feet deep retention
basins.
5. Drywells will be utilized to drain the retention basin along the northern property boundary of the Site within
36 hours.
6. All stormwater runoff not retained will ultimately outfall along the Site’s southern property boundary.
7. Finished floor elevations have been designed to be free from inundation during a 100-year, 1-hour storm
event.
8. The proposed catch basins have been designed to have a maximum ponding depth of 1-foot during the
100-year storm event.
9. Ongoing maintenance is required for all drainage systems in order to assure design performance.
Maintenance is the responsibility of the private parties involved.
6.0
REFERENCES
1.
Drainage Design Manual for Maricopa County, Arizona; Volume I - Hydrology, Flood Control District of
Maricopa County, August 15, 2013.
2.
Drainage Design Manual for Maricopa County, Arizona; Volume II - Hydraulics, Flood Control District of
Maricopa County, August 15, 2013.
3.
Flood Insurance Rate Map, Maricopa County, Arizona, and Incorporated Areas Panel 1680, Federal
Emergency Management Agency, Effective October 16, 2013.
4.
Design & Development Standards Manual, City of El Mirage, August 2019.
APPENDIX A
HYDROLOGY
IDF Data from FCDMC NOAA
Atlas 14 Precipitation Data
CIVIL ENGINEERS * HYDROLOGISTS * LAND SURVEYORS * CONSTRUCTION MANAGERS
SITE I-D-F CURVE
Project: Cavco West
Location: El Mirage, Arizona
Project No.: 184946
Project Eng.: Matthew Pruitt, P.E., CFM
RAINFALL DEPTHS, INCHES
2
5
10
25
50
100
5-min
0.241
0.327
0.394
0.485
0.555
0.628
10-min
0.366
0.498
0.600
0.738
0.845
0.955
15-min
0.454
0.618
0.744
0.915
1.050
1.180
30-min
0.611
0.932
1.000
1.230
1.410
1.590
60-min
0.756
1.030
1.240
1.530
1.740
1.970
2-hr
0.858
1.150
1.380
1.690
1.920
2.170
3-hr
0.895
1.180
1.410
1.730
1.980
2.250
6-hr
1.030
1.320
1.560
1.890
2.140
2.410
12-hr
1.160
1.470
1.720
2.050
2.300
2.570
24-hr
1.480
1.920
2.260
2.740
3.120
3.510
RAINFALL INTENSITY, INCHES/HOUR
2
5
10
25
50
100
5
2.89
3.92
4.73
5.82
6.66
7.54
10
2.20
2.99
3.60
4.43
5.07
5.73
15
1.82
2.47
2.98
3.66
4.20
4.72
30
1.22
1.86
2.00
2.46
2.82
3.18
60
0.76
1.03
1.24
1.53
1.74
1.97
120
0.43
0.58
0.69
0.85
0.96
1.09
180
0.30
0.39
0.47
0.58
0.66
0.75
360
0.17
0.22
0.26
0.32
0.36
0.40
720
0.10
0.12
0.14
0.17
0.19
0.21
1440
0.06
0.08
0.09
0.11
0.13
0.15
Duration
minutes
Frequency, years
Average Reccurence Interval (years)
Duration
0.01
0.10
1.00
10.00
1
10
100
1000
10000
RAINFALL INTENSITY (IN/HR)
DURATION (MIN)
Intensity-Duration-Frequency
2 Year
10 Year
100 Year
Z:\2018\184946\Project Support\Reports\Drainage\Spreadsheets\4946-Drainage Workbook.xls
Table 1 - Rational Method Summary
CIVIL ENGINEERS * HYDROLOGISTS * LAND SURVEYORS * CONSTRUCTION MANAGERS
RATIONAL METHOD SUMMARY
100 Year, 10 Year, 2 Year
Project: Cavco West
Location: El Mirage, Arizona
Project No.: 184946
Project Eng.: Matthew Pruitt, P.E., CFM
ON-SITE WATERSHEDS
(ft)
(mi)
(sf)
(Acres)
(ft/mi)
(min)
(in/hr)
(cfs)
(min)
(in/hr)
(cfs)
(min)
(in/hr)
(cfs)
10
626
0.119
134,491
3.09
A
0.0369
1101.8
1099.8
17.3
8.8
6.16
0.93
17.7
10.9
3.49
0.81
8.7
13.7
1.91
0.75
4.4
20
1,600
0.303
683,962
15.70
A
0.0325
1101.8
1097.0
15.8
14.9
4.74
0.93
69.4
18.3
2.76
0.81
35.1
23.1
1.50
0.75
17.6
30
370
0.070
96,844
2.22
A
0.0378
1101.7
1100.5
17.1
6.5
6.99
0.95
14.8
8.1
4.03
0.83
7.4
10.2
2.18
0.76
3.7
40
740
0.140
143,445
3.29
A
0.0368
1101.1
1099.0
15.5
10.1
5.71
0.95
17.9
12.5
3.29
0.83
8.9
15.8
1.78
0.76
4.5
50
740
0.140
155,005
3.56
A
0.0366
1101.1
1099.0
15.5
10.1
5.71
0.95
19.3
12.5
3.29
0.83
9.7
15.7
1.79
0.76
4.8
60
740
0.140
155,021
3.56
A
0.0366
1101.1
1099.0
15.5
10.1
5.71
0.95
19.3
12.5
3.29
0.83
9.7
15.7
1.79
0.76
4.8
70
740
0.140
66,318
1.52
A
0.0389
1101.1
1099.0
15.5
10.5
5.63
0.95
8.1
12.9
3.24
0.83
4.1
16.3
1.76
0.76
2.0
80
1,526
0.289
254,016
5.83
A
0.0352
1101.7
1097.0
16.3
15.1
4.71
0.50
13.7
18.5
2.75
0.43
7.0
23.4
1.49
0.40
3.5
Notes:
1. Per Drainage Design Manual for Maricopa County, Vol. I, Hydrology (2013), Table 3.1: Equation for Estimating Kb in the Tc Equation
2. Minimum Tc is 5 minutes.
Top
Elevation
Bottom
Elevation
Basin
Slope
"S"
Calculated
Q100 "Tc"
(See Note 2)
100 YR
Intensity
"i"
2 YR
Runoff
Coefficient
"C"
100 YR
Runoff
Coefficient
"C"
"Kb"
Type1
Drainage
Subbasin ID
Longest
Watercourse
Longest
Watercourse
"L"
Drainage
Area
Watershed
Resistance
Coefficient
"Kb"
Drainage
Area "A"
2 YEAR
10 YEAR
100 YEAR
Q100
Flow
Calculated
Q10 "Tc"
(See Note 2)
10 YR
Intensity
"i"
Q10
Flow
Calculated
Q2 "Tc" (See
Note 2)
2 YR
Intensity
"i"
Q2
Flow
10 YR
Runoff
Coefficient
"C"
Z:\2018\184946\Project Support\Reports\Drainage\Spreadsheets\4946-Drainage Workbook.xls
CIVIL ENGINEERS * HYDROLOGISTS * LAND SURVEYORS * CONSTRUCTION MANAGERS
COMPOSITE WEIGHTED "C" FACTOR CALCULATIONS
100 Year
Project: Cavco West
Location: El Mirage, Arizona
Project No.: 184946
Project Eng.:
(Description/ID)
(Acres)
%
"C"
%
"C"
%
"C"
%
"C"
%
"C"
%
"C"
%
"C"
"C"
10
3.09
0
0.70
0
0.70
25
0.88
0
0.25
75
0.95
0
0.73
0
0.50
0.93
20
15.70
0
0.70
0
0.70
25
0.88
0
0.25
75
0.95
0
0.73
0
0.50
0.93
30
2.22
0
0.70
0
0.70
0
0.88
0
0.25
100
0.95
0
0.73
0
0.50
0.95
40
3.29
0
0.70
0
0.70
0
0.88
0
0.25
100
0.95
0
0.73
0
0.50
0.95
50
3.56
0
0.70
0
0.70
0
0.88
0
0.25
100
0.95
0
0.73
0
0.50
0.95
60
3.56
0
0.70
0
0.70
0
0.88
0
0.25
100
0.95
0
0.73
0
0.50
0.95
70
1.52
0
0.70
0
0.70
0
0.88
0
0.25
100
0.95
0
0.73
0
0.50
0.95
80
5.83
0
0.70
0
0.70
0
0.88
0
0.25
0
0.95
0
0.73
100
0.50
0.50
Basin A
38.78
0
0.70
0
0.70
12
0.88
0
0.25
73
0.95
0
0.73
15
0.50
0.87
Drainage
Subbasin ID
Area
Lots 24'x110'
Residence
Lots 40'x110' &
50x110'
Residences
Gravel Roadways &
Shoulders
Park/Landscaped
Open Space
Desert
Landscaping
Matthew Pruitt, P.E
Commercial
Collector Roadway
100 YR
Runoff
Coefficient
Z:\2018\184946\Project Support\Reports\Drainage\Spreadsheets\4946-Drainage Workbook.xls
Table 2 - Retention Volumes Required
CIVIL ENGINEERS * HYDROLOGISTS * LAND SURVEYORS * CONSTRUCTION MANAGERS
RETENTION BASIN VOLUMES
100-Year, 1-Hour Volume
Project: Cavco West
Location: El Mirage, Arizona
Project No.: 184946
Project Eng.: Matthew Pruitt, P.E., CFM
Rainfall Depth, "P" =
2.40
inches
(Acres)
(AF)
10-80
Basin A
38.78
0.87
33.88
6.78
TOTAL
38.78
6.78
Calculated Values:
Required Retention = Vrequired = (P/12)*C*A
Weighted "C" = ((A1*C1)+(A2*C2))/(A1+A2)
Drainage Subbasin ID
Retention Basin ID Drainage Area "A" 100 YR Runoff Coefficient
"C"
A*C
Required Retention
Z:\2018\184946\Project Support\Reports\Drainage\Spreadsheets\4946-Drainage Workbook.xls
Table 3 – Retention Volumes Provided
CIVIL ENGINEERS * HYDROLOGISTS * LAND SURVEYORS * CONSTRUCTION MANAGERS
RETENTION VOLUME PROVIDED
On-Site Retention
Project: Cavco West
Location: El Mirage, Arizona
Project No.: 184946
Project Eng.: Matthew Pruitt, P.E., CFM
Volume Method Used: Conic Approximation
Volume Required
100-yr, 1-hr Retention
(sf)
(sf)
(cf)
(cf)
(AF)
(AF)
(AF)
1,093.0
1,094.0
102,286
127,716
114,766
114,766
2.63
10-80
Basin A
1,094.0
1,095.0
127,716
138,547
133,095
247,861
5.69
8.99
6.78
1,095.0
1,096.0
138,547
149,443
143,961
391,821
8.99
1,095.0
1,096.0
3,752
7,924
5,710
5,710
0.13
1,096.0
1,097.0
7,924
12,974
10,346
16,055
0.37
1,097.0
1,098.0
12,974
18,360
15,589
31,645
0.73
1,098.0
1,099.0
18,360
24,062
21,147
52,791
1.21
1,099.0
1,100.0
24,062
30,073
27,012
79,803
1.83
1,100.0
1,100.5
30,073
33,193
15,810
95,613
2.19
OFF-SITE
DETENTION
BASIN
2.19
#N/A
Basin B
Top Area
Total Volume
Provided
Bottom
Elevation
Drainage
Subbasin ID
Retention
Basin ID
Bottom
Area
Volume
Cumulative
Volume
Cumulative
Volume
Top
Elevation
Z:\2018\184946\Project Support\Reports\Drainage\Spreadsheets\4946-Drainage Workbook.xls
Table 4 – Drywell Basin Drain Time
CIVIL ENGINEERS * HYDROLOGISTS * LAND SURVEYORS * CONSTRUCTION MANAGERS
DRYWELL BASIN DRAIN TIME
Project: Cavco West
Location: El Mirage, Arizona
Project No.: 184946
Project Eng.: Matthew Pruitt, P.E., CFM
(AF)
(cf)
(cfs / drywell)
(Minutes)
(Hours)
Basin A
6.78
295,203
0.80
3
2,050
34.17
Retention Basin ID
Volume Required Volume Required
Drywell
Percolation Rate
Number of
Drywells
Drain Time
Z:\2018\184946\Project Support\Reports\Drainage\Spreadsheets\4946-Drainage Workbook.xls
Off-Site Hydrology
1
2
3
4
5
6
1
Watershed Model SchematicHydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v2018.3
Project: OffsiteFlow.gpw
Thursday, 01 / 9 / 2020
Hyd. Origin
Description
Legend
1
Rational
OFF-1
2
Rational
OFF-2
3
Rational
ON1
4
Rational
ON2
5
Combine
OFFSITEFLOW
6
Reservoir
ROUTE
Hydrograph Return Period Recap
2
Hyd.
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No.
type
hyd(s)
Description
(origin)
1-yr
2-yr
3-yr
5-yr
10-yr
25-yr
50-yr
100-yr
1
Rational
------
-------
-------
-------
-------
-------
-------
-------
16.62
OFF-1
2
Rational
------
-------
-------
-------
-------
-------
-------
-------
51.21
OFF-2
3
Rational
------
-------
-------
-------
-------
-------
-------
-------
2.212
ON1
4
Rational
------
-------
-------
-------
-------
-------
-------
-------
2.765
ON2
5
Combine
1, 2, 3,
4
-------
-------
-------
-------
-------
-------
-------
63.89
OFFSITEFLOW
6
Reservoir
5
-------
-------
-------
-------
-------
-------
-------
20.48
ROUTE
Proj. file: OffsiteFlow.gpw
Thursday, 01 / 9 / 2020
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v2018.3
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v2018.3
Thursday, 01 / 9 / 2020
Hyd. No. 6
ROUTE
Hydrograph type
= Reservoir
Peak discharge
= 20.48 cfs
Storm frequency
= 100 yrs
Time to peak
= 1.07 hrs
Time interval
= 1 min
Hyd. volume
= 164,850 cuft
Inflow hyd. No.
= 5 - OFFSITEFLOW
Max. Elevation
= 1099.64 ft
Reservoir name
= DETBASIN
Max. Storage
= 101,853 cuft
Storage Indication method used.
3
0.0
0.7
1.3
2.0
2.7
3.3
4.0
4.7
5.3
6.0
Q (cfs)
0.00
0.00
10.00
10.00
20.00
20.00
30.00
30.00
40.00
40.00
50.00
50.00
60.00
60.00
70.00
70.00
Q (cfs)
Time (hrs)
ROUTE
Hyd. No. 6 -- 100 Year
Hyd No. 6
Hyd No. 5
Total storage used = 101,853 cuft
Pond Report
4
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v2018.3
Thursday, 01 / 9 / 2020
Pond No. 1 - DETBASIN
Pond Data
Contours -User-defined contour areas. Average end area method used for volume calculation. Begining Elevation = 1095.00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
Contour area (sqft)
Incr. Storage (cuft)
Total storage (cuft)
0.00
1095.00
9,641
0
0
1.00
1096.00
14,527
12,084
12,084
2.00
1097.00
19,807
17,167
29,251
3.00
1098.00
25,346
22,577
51,828
4.00
1099.00
31,191
28,269
80,096
5.00
1100.00
37,343
34,267
114,363
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 20.00
0.00
0.00
0.00
Span (in)
= 20.00
0.00
0.00
0.00
No. Barrels
= 1
0
0
0
Invert El. (ft)
= 1095.00
0.00
0.00
0.00
Length (ft)
= 1.00
0.00
0.00
0.00
Slope (%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.000
.000
n/a
Orifice Coeff.
= 0.60
0.00
0.00
0.00
Multi-Stage
= n/a
No
No
No
Crest Len (ft)
= 0.00
0.00
0.00
0.00
Crest El. (ft)
= 0.00
0.00
0.00
0.00
Weir Coeff.
= 0.00
0.00
0.00
0.00
Weir Type
= ---
---
---
---
Multi-Stage
= No
No
No
No
Exfil.(in/hr)
= 0.000 (by Contour)
TW Elev. (ft)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C
PrfRsr
Wr A
Wr B
Wr C
Wr D
Exfil
User
Total
ft
cuft
ft
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
0.00
0
1095.00
0.00
---
---
---
---
---
---
---
---
---
0.000
0.10
1,208
1095.10
0.06
---
---
---
---
---
---
---
---
---
0.058
0.20
2,417
1095.20
0.23
---
---
---
---
---
---
---
---
---
0.227
0.30
3,625
1095.30
0.50
---
---
---
---
---
---
---
---
---
0.498
0.40
4,834
1095.40
0.87
---
---
---
---
---
---
---
---
---
0.867
0.50
6,042
1095.50
1.32
---
---
---
---
---
---
---
---
---
1.325
0.60
7,250
1095.60
1.87
---
---
---
---
---
---
---
---
---
1.868
0.70
8,459
1095.70
2.48
---
---
---
---
---
---
---
---
---
2.479
0.80
9,667
1095.80
3.16
---
---
---
---
---
---
---
---
---
3.155
0.90
10,876
1095.90
3.88
---
---
---
---
---
---
---
---
---
3.882
1.00
12,084
1096.00
4.66
---
---
---
---
---
---
---
---
---
4.659
1.10
13,801
1096.10
5.46
---
---
---
---
---
---
---
---
---
5.459
1.20
15,517
1096.20
6.28
---
---
---
---
---
---
---
---
---
6.278
1.30
17,234
1096.30
7.09
---
---
---
---
---
---
---
---
---
7.091
1.40
18,951
1096.40
7.88
---
---
---
---
---
---
---
---
---
7.881
1.50
20,668
1096.50
8.63
---
---
---
---
---
---
---
---
---
8.626
1.60
22,384
1096.60
9.27
---
---
---
---
---
---
---
---
---
9.270
1.70
24,101
1096.70
2.59
---
---
---
---
---
---
---
---
---
2.589
1.80
25,818
1096.80
5.19
---
---
---
---
---
---
---
---
---
5.188
1.90
27,534
1096.90
6.87
---
---
---
---
---
---
---
---
---
6.865
2.00
29,251
1097.00
8.21
---
---
---
---
---
---
---
---
---
8.209
2.10
31,509
1097.10
9.36
---
---
---
---
---
---
---
---
---
9.360
2.20
33,766
1097.20
10.38
---
---
---
---
---
---
---
---
---
10.38
2.30
36,024
1097.30
11.32
---
---
---
---
---
---
---
---
---
11.32
2.40
38,282
1097.40
12.18
---
---
---
---
---
---
---
---
---
12.18
2.50
40,539
1097.50
12.98
---
---
---
---
---
---
---
---
---
12.98
2.60
42,797
1097.60
13.74
---
---
---
---
---
---
---
---
---
13.74
2.70
45,055
1097.70
14.35
---
---
---
---
---
---
---
---
---
14.35
2.80
47,312
1097.80
14.73
---
---
---
---
---
---
---
---
---
14.73
2.90
49,570
1097.90
15.10
---
---
---
---
---
---
---
---
---
15.10
3.00
51,828
1098.00
15.46
---
---
---
---
---
---
---
---
---
15.46
3.10
54,654
1098.10
15.81
---
---
---
---
---
---
---
---
---
15.81
3.20
57,481
1098.20
16.16
---
---
---
---
---
---
---
---
---
16.16
3.30
60,308
1098.30
16.50
---
---
---
---
---
---
---
---
---
16.50
3.40
63,135
1098.40
16.83
---
---
---
---
---
---
---
---
---
16.83
3.50
65,962
1098.50
17.15
---
---
---
---
---
---
---
---
---
17.15
3.60
68,789
1098.60
17.47
---
---
---
---
---
---
---
---
---
17.47
Continues on next page...
5
DETBASIN
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C
PrfRsr
Wr A
Wr B
Wr C
Wr D
Exfil
User
Total
ft
cuft
ft
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
cfs
3.70
71,615
1098.70
17.78
---
---
---
---
---
---
---
---
---
17.78
3.80
74,442
1098.80
18.09
---
---
---
---
---
---
---
---
---
18.09
3.90
77,269
1098.90
18.39
---
---
---
---
---
---
---
---
---
18.39
4.00
80,096
1099.00
18.69
---
---
---
---
---
---
---
---
---
18.69
4.10
83,523
1099.10
18.98
---
---
---
---
---
---
---
---
---
18.98
4.20
86,949
1099.20
19.27
---
---
---
---
---
---
---
---
---
19.27
4.30
90,376
1099.30
19.56
---
---
---
---
---
---
---
---
---
19.56
4.40
93,803
1099.40
19.84
---
---
---
---
---
---
---
---
---
19.84
4.50
97,230
1099.50
20.11
---
---
---
---
---
---
---
---
---
20.11
4.60
100,656
1099.60
20.38
---
---
---
---
---
---
---
---
---
20.38
4.70
104,083
1099.70
20.65
---
---
---
---
---
---
---
---
---
20.65
4.80
107,510
1099.80
20.92
---
---
---
---
---
---
---
---
---
20.92
4.90
110,936
1099.90
21.18
---
---
---
---
---
---
---
---
---
21.18
5.00
114,363
1100.00
21.44
---
---
---
---
---
---
---
---
---
21.44
...End
APPENDIX B
HYDRAULICS
Inlets Capacity Summary
CIVIL ENGINEERS * HYDROLOGISTS * LAND SURVEYORS * CONSTRUCTION MANAGERS
INLET CAPACITY AT SUMP LOCATIONS
MAG 535 Type 'F' Single Catch Basin
Project: Cavco West
Location: El Mirage, Arizona
Project No.: 184946
Project Eng.: Matthew Pruitt, P.E., CFM
Weir Equation Qi = CwPd1.5 (Cf)
Orifice Equation Qi = CoA(2gd)0.5(Cf)
Where: Cw = 3, Co = 0.67, and Cf = Clogging Factor = 0.5
P =
9.42
ft
P = Perimeter of catch basin minus area of longitudinal & lateral bars
A =
5.52
sf
A = Total area of grate minus area of longitudinal & lateral bars
Weir
Orifice
Depth (ft)
Qi (cfs)
Qi (cfs)
0.00
0.00
0.00
0.05
0.16
3.32
0.10
0.45
4.69
0.15
0.82
5.75
0.20
1.26
6.64
0.25
1.77
7.42
0.30
2.32
8.13
0.35
2.93
8.78
0.40
3.57
9.39
0.45
4.27
9.95
0.50
5.00
10.49
0.55
5.76
11.01
0.60
6.57
11.49
0.65
7.40
11.96
0.67
7.75
12.15
0.70
8.28
12.42
0.75
9.18
12.85
0.80
10.11
13.27
0.85
11.07
13.68
0.90
12.06
14.08
0.95
13.08
14.46
1.00
14.13
14.84
1.05
15.20
15.21
1.10
16.30
15.56
1.15
17.43
15.91
1.20
18.57
16.26
1.25
19.75
16.59
1.30
20.94
16.92
1.35
22.16
17.24
1.40
23.41
17.56
1.45
24.67
17.87
1.50
25.96
18.17
0.00
10.00
20.00
30.00
40.00
50.00
60.00
Flow Q (cfs)
Flow Depth (ft)
Single Grate Inlet
Wier Flow
Orifice Flow
Z:\2018\184946\Project Support\Reports\Drainage\Spreadsheets\4946-Drainage Workbook.xls
CIVIL ENGINEERS * HYDROLOGISTS * LAND SURVEYORS * CONSTRUCTION MANAGERS
INLET CAPACITY AT SUMP LOCATIONS
MAG 535 Type 'F' Single Catch Basin
Project: Cavco West
Location: El Mirage, Arizona
Project No.: 184946
Project Eng.: Matthew Pruitt, P.E., CFM
Weir Equation Qi = CwPd1.5 (Cf)
Orifice Equation Qi = CoA(2gd)0.5(Cf)
Where: Cw = 3, Co = 0.67, and Cf = Clogging Factor = 0.5
P =
14.00
ft
P = Perimeter of catch basin minus area of longitudinal & lateral bars
A =
11.04
sf
A = Total area of grate minus area of longitudinal & lateral bars
Weir
Orifice
Depth (ft)
Qi (cfs)
Qi (cfs)
0.00
0.00
0.00
0.05
0.23
6.64
0.10
0.66
9.39
0.15
1.22
11.49
0.20
1.88
13.27
0.25
2.63
14.84
0.30
3.45
16.26
0.35
4.35
17.56
0.40
5.31
18.77
0.45
6.34
19.91
0.50
7.42
20.99
0.55
8.57
22.01
0.60
9.76
22.99
0.65
11.00
23.93
0.67
11.52
24.29
0.70
12.30
24.83
0.75
13.64
25.70
0.80
15.03
26.55
0.85
16.46
27.36
0.90
17.93
28.16
0.95
19.44
28.93
1.00
21.00
29.68
1.05
22.59
30.41
1.10
24.23
31.13
1.15
25.90
31.83
1.20
27.61
32.51
1.25
29.35
33.18
1.30
31.13
33.84
1.35
32.94
34.48
1.40
34.79
35.12
1.45
36.67
35.74
1.50
38.58
36.35
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
Flow Q (cfs)
Flow Depth (ft)
Double Grate Inlet
Wier Flow
Orifice Flow
Z:\2018\184946\Project Support\Reports\Drainage\Spreadsheets\4946-Drainage Workbook.xls
CIVIL ENGINEERS * HYDROLOGISTS * LAND SURVEYORS * CONSTRUCTION MANAGERS
INLET CAPAITY FOR DEPRESSED CURBS IN A SUMP
Without a Local Depression
Project: Cavco West
Location: El Mirage, Arizona
Project No.: 184946
Project Eng.: Matthew Pruitt, P.E., CFM
Known Values and Equations:
(1) Where:
CW = Weir Coefficient =
3.0
d = Depth of flow at curb, ft =
0.50
L = Length of curb opening, ft
Curb
Opening
Length, L
Depth of
Flow, d
Capacity,
Q
Subbasin
Flow Q2
Flow per
CB Q2
Subbasin
Flow Q100
Flow per
Opening
Q100
(ft)
(ft)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10
DC10
DC
1
18
0.50
19.1
18
17.7
17.7
17.7
20
DC20
DC
1
83
0.50
88.0
87
87.1
69.4
69.4
40
DC40
DC
1
65
0.50
68.9
13
12.6
14.8
14.8
70
DC50
DC
1
65
0.50
68.9
39
39.4
13.7
13.7
Notes
(1) Per FCDMC Drainage Design Manual, Volume II, Hydraulics, equation 3.13.
(2) DC = Depressed Curb
Street Name/
Subbasin
Depressed Curb
Opening by
Roadway Plans
Curb Inlet
Type
Number of
Openings
(
)
( )
5.
1
)
2
(
d
L
C
cfs
Q
W
i
=
Z:\2018\184946\Project Support\Reports\Drainage\Spreadsheets\4946-Drainage Workbook.xls
Pipe Analysis Summary
D.W.
VOID
71589
D.W.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D.W.
D.W.
D.W.
D.W.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D.W.
D.W.
D.W.
D.W.
DRAWN
JOB NO.
DATE
DESIGN
SCALE
NOT
FOR
CONSTRUCTION
OR RECORDING
SHEET
Z:\2018\184946\Project Support\Reports\Drainage\StormCad\4946-STORMCAD.dwg
CHECK
RFI #
CAVCO WEST
STORMCAD EXHIBIT
08/01/2020
1" = 100'
1 OF 1
184946
MP
MP
JD
-
N
Horz. 1 in. = ft.
0
100
200
100
Conduit FlexTable: Combined Pipe/Node Report
Elevation Ground
(Stop)
(ft)
Elevation Ground
(Start)
(ft)
Hydraulic Grade
Line (Out)
(ft)
Hydraulic Grade
Line (In)
(ft)
Velocity
(ft/s)
Flow
(cfs)
Slope
(Calculated)
(ft/ft)
Length (Unified)
(ft)
Diameter
(in)
Invert (Stop)
(ft)
Invert (Start)
(ft)
Stop Node
Start Node
Label
1,099.00
1,100.00
1,097.71
1,098.31
4.07
20.00
0.004
252.9
30.0
1,094.47
1,095.45
CB-3
CB-2
CO-7
1,098.25
1,099.00
1,096.80
1,097.43
5.57
30.00
0.003
314.9
36.0
1,093.60
1,094.47
CB-4
CB-3
CO-8
1,098.00
1,098.25
1,095.50
1,096.39
5.66
40.00
0.002
240.0
36.0
1,093.00
1,093.50
O-2
CB-4
CO-9
1,100.00
1,100.50
1,098.57
1,099.15
3.18
10.00
0.003
296.6
24.0
1,095.45
1,096.42
CB-2
CB-1
CO-6
1,102.00
1,102.00
1,098.08
1,098.56
4.18
20.50
0.003
191.8
30.0
1,094.50
1,095.00
MH-1
HW-1
CO-1
1,102.00
1,102.00
1,097.43
1,097.92
4.18
20.50
0.004
197.8
30.0
1,093.80
1,094.50
MH-2
MH-1
CO-2
1,101.00
1,102.00
1,096.91
1,097.32
2.90
20.50
0.003
436.0
36.0
1,092.70
1,093.80
MH-3
MH-2
CO-3
1,101.00
1,101.00
1,096.43
1,096.84
2.90
20.50
0.003
439.4
36.0
1,091.40
1,092.70
MH-4
MH-3
CO-4
1,101.00
1,101.00
1,096.00
1,096.36
2.90
20.50
0.004
385.6
36.0
1,090.00
1,091.40
O-1
MH-4
CO-5
Page 1 of 1
27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
1/9/2020
StormCAD
[10.02.03.03]
Bentley Systems, Inc. Haestad Methods Solution Center
4946-STORMCAD.stsw
Profile Report
Engineering Profile - HW-1 TO O-1 (4946-STORMCAD.stsw)
1,090.00
1,095.00
1,100.00
1,105.00
-0+50
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
9+00
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
Station (ft)
Elevation (ft)
MH-4
Rim: 1,101.00 ft
Invert: 1,091.40 ft
HGL In: 1,096.56 ft
HGL Out: 1,096.50 ft
MH-3
Rim: 1,101.00 ft
Invert: 1,092.70 ft
HGL In: 1,097.04 ft
HGL Out: 1,096.98 ft
MH-2
Rim: 1,102.00 ft
Invert: 1,093.80 ft
HGL In: 1,097.70 ft
HGL Out: 1,097.45 ft
MH-1
Rim: 1,102.00 ft
Invert: 1,094.50 ft
HGL In: 1,098.35 ft
HGL Out: 1,098.19 ft
HW-1
Rim: 1,102.00 ft
Invert: 1,095.00 ft
HGL In: 1,098.62 ft
HGL Out: 1,098.56 ft
O-1
Rim: 1,101.00 ft
Invert: 1,090.00 ft
CO-5: 385.6 ft @ 0.004 ft/ft
Circle - 36.0 in
CO-4: 439.4 ft @ 0.003 ft/ft
Circle - 36.0 in
CO-3: 436.0 ft @ 0.003 ft/ft
Circle - 36.0 in
CO-2: 197.8 ft @ 0.004 ft/ft
Circle - 30.0 in
CO-1: 191.8 ft @ 0.003 ft/ft
Circle - 30.0 in
Page 1 of 1
27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
1/9/2020
StormCAD
[10.02.03.03]
Bentley Systems, Inc. Haestad Methods Solution Center
4946-STORMCAD.stsw
Profile Report
Engineering Profile - CB-1 TO O-2 (4946-STORMCAD.stsw)
1,090.00
1,095.00
1,100.00
1,105.00
-0+50
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
9+00
9+50 10+00 10+50 11+00 11+50
Station (ft)
Elevation (ft)
CB-1
Rim: 1,100.50 ft
Invert: 1,096.42 ft
HGL In: 1,099.31 ft
HGL Out: 1,099.15 ft
CB-4
Rim: 1,098.25 ft
Invert: 1,093.50 ft
HGL In: 1,096.90 ft
HGL Out: 1,096.39 ft
CB-3
Rim: 1,099.00 ft
Invert: 1,094.47 ft
HGL In: 1,097.71 ft
HGL Out: 1,097.43 ft
CB-2
Rim: 1,100.00 ft
Invert: 1,095.45 ft
HGL In: 1,098.57 ft
HGL Out: 1,098.31 ft
O-2
Rim: 1,098.00 ft
Invert: 1,093.00 ft
CO-6: 296.6 ft @ 0.003 ft/ft
Circle - 24.0 in
CO-9: 240.0 ft @ 0.002 ft/ft
Circle - 36.0 in
CO-8: 314.9 ft @ 0.003 ft/ft
Circle - 36.0 in
CO-7: 252.9 ft @ 0.004 ft/ft
Circle - 30.0 in
Page 1 of 1
27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
1/9/2020
StormCAD
[10.02.03.03]
Bentley Systems, Inc. Haestad Methods Solution Center
4946-STORMCAD.stsw
APPENDIX C
EXCERPTS FROM REFERENCED MATERIALS
Joe Ramirez Final Drainage Report
CenterPoint Logistics Final Drainage Report
EXHIBIT 1
VICINITY MAP
N
VICINITY MAP
N.T.S.
N. DYSART RD
N. LITCHFIELD RD
W. PEORIA AVE
W. OLIVE AVE
SEC. 27,
T.3N.,
R.1W.
SITE
JOE R. RAMIREZ RD.
NOT
FOR
CONSTRUCTION
OR RECORDING
\\Phx-filesvr\res\2018\184946\Project Support\Reports\Drainage\Exhibits\4946-EXH1-VM.dwg
DRAWN:
JOB NO.:
DATE:
DESIGN:
SCALE:
SHEET
WWW.WOODPATEL.COM
(602) 335-8500
OOD/PATEL
WMISSION: CLIENT SERVICE
®
CAVCO WEST
FIGURE 1 - VICINITY MAP
11-07-2019
N.T.S.
1 OF 1
184814.03
JCD
JCD
EXHIBIT 2
FEMA FIRM
NOT
FOR
CONSTRUCTION
OR RECORDING
WWW.WOODPATEL.COM
(602) 335-8500
OOD/PATEL
WMISSION: CLIENT SERVICE
®
\\Phx-filesvr\res\2018\184946\Project Support\Reports\Drainage\Exhibits\4946-EXH2-FEMA.dwg
DRAWN:
JOB NO.:
DATE:
DESIGN:
SCALE:
SHEET
CAVCO WEST
FIGURE 2 - FEMA FIRM
11-07-2019
1" = 1000'
1 OF 1
184814.03
JCD
JCD
PROJECT
AREA
EXHIBIT 3
SURROUNDING DRAINAGE CONDITIONS MAP
i
© 2019
i i
lGl b ©C
S 2019
i
ib
i
W. PEORIA AVE.
F.H.
W.V.
F.H.
W.V.
F.H.
W.V.
F.H.
S.L.M.
E.J.B.
W.S.
2xW.M.
S.C.O.
S.L.M.
E.J.B.
4xW.V.
W.V.
E.J.B.
S.L.M.
F.H.
S.L.M.
E.J.B.
E.J.B.
S.L.M.
F.H.
S.L.M.
E.J.B.
W.V.
W.V.
W.V.
S.L.M.
E.J.B.
E.J.B.
S.L.M.
E.J.B.
S.L.M.
E.J.B.
S.L.M.
S.L.M.
E.J.B.
F.H.
E.J.B.
S.L.M.
W.V.
W.V.
W.V.
E.J.B.
S.L.M.
S.L.M.
E.J.B.
S.L.M.
E.J.B.
W.V.
D.W.
D.W.
B.P.
B.P.
D.W.
VOID
71036
VOID
71589
N. DYSART RD.
W. OLIVE AVE.
C
D
JOE R. RAMIREZ RD.
AT&SF RAILROAD
N
Horz. 1 in. = ft.
0
30
60
30
LEGEND
DRAWN
JOB NO.
DATE
DESIGN
SCALE
NOT
FOR
CONSTRUCTION
OR RECORDING
SHEET
\\Phx-filesvr\res\2018\184946\Project Support\Reports\Drainage\Exhibits\4946-EXH03-Existing Drainage Map.dwg
CAVCO WEST
FIGURE 3 - SURROUNDING DRAINAGE
CONDITIONS MAP
11-13-2019
1" = 200'
1 OF 1
184946
JCD
JCD
EXHIBIT 4
PROPOSED DRAINAGE MAP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
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X
GATE
30'
R/W
30'
R/W
6'±
W
APN: 509-18-970A
CENTERPOINT
LOGISTICS PARK
P/D WEST LOT 3 MLD
BASIN A
VR = 6.8 AF
VP = 9.0 AF
RAMP DOWN
GRADE DOORS
GRADE DOORS
COVERED
PATIO
GRADE DOORS
RAMP DOWN
COVERED
PATIO
STAGING
PROPOSED
CANOPY
F.H.
F.H.
F.H.
W.S.
S.C.O.
F.H.
F.H.
D.W.
D.W.
VOID
71589
D.W.
D.W.
D.W.
D.W.
LFF=
PAD=
PROPOSED
MANUFACTURING &
WAREHOUSE
1102
LFF-0.75
GATE
D.W.
BASIN B
VP = 2.2 AF
BASIN OUTFALL
WALL OPENING
1093
1094
1095
1096
1096.5
1096 1097
1098 10991100 1100.5
1095
1100
1090
1094
1095
1096
WALL OPENING
750'X150 FUTURE SEPTIC
PROPOSED DECOMPOSED
GRANITE
(750'X150 SEPTIC)
PROPOSED CHAIN
LINK FENCE
PROPOSED CHAIN
LINK FENCE
PROPOSED CHAIN
LINK FENCE
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
PROPOSED
A.C. PAVEMENT
24" PIPE
36" PIPE
24" PIPE
START DRAINAGE SWALE
FLOWS TO EAST
START DRAINAGE SWALE
FLOWS TO WEST
START DRAINAGE SWALE
FLOWS TO EAST
DRAINAGE SWALE
FLOWS FROM WEST
36" PIPE
OVERFLOW BASIN -
MAY WANT OPENING IN
FENCE AT BOTTOM
GRADE AT 0.1%
TO OUTFALL
OUTLET INV=1090
@
1668-LF
83-FT DEPRESSED
CURB OPENING
36" PIPE
30" PIPE
30" PIPE
18-FT DEPRESSED
CURB OPENING
VALLEY GUTTER
S = 0.30%
EG 1100.0
EG 1102.0
65-FT DEPRESSED
CURB OPENING
EG 1100.0
EG 1099.0
EG 1098.
EG 1100.9
24" PIPE
30" PIPE
36" PIPE
CB1
D=0.5-ft BEFORE
BREAKOVER
MAX D=1.0-FT
Q100=10 CFS
CB2
D=0.5-ft BEFORE
BREAKOVER
MAX D=1.0-FT
Q100=10 CFS
CB3
D=0.5-ft BEFORE
BREAKOVER
MAX D=1.0-FT
Q100=10 CFS
EG 1098.0
36" PIPE
CB4
D=0.5-ft BEFORE
BREAKOVER
MAX D=1.0-FT
Q100=10 CFS
N
Horz. 1 in. = ft.
0
60
120
60
DRAWN
JOB NO.
DATE
DESIGN
SCALE
NOT
FOR
CONSTRUCTION
OR RECORDING
SHEET
Z:\2018\184946\Project Support\Reports\Drainage\Exhibits\4946-EXH04-Drainage Map Update 4.dwg
CAVCO WEST
FIGURE 4 - PROPOSED DRAINAGE MAP
01/09/2020
1" = 60'
1 OF 1
184946
JCD
JCD
Bryce Christo
13 Nov 2019
Page 2
A driveway that serves an existing industrial facility is located on the southwest side of the cul-
de-sac at the end of Joe R. Ramirez Road.
Access
The Ramirez Cavco project will be served by three proposed access points located on the south
side of Joe R. Ramirez Road. These access points will offer exclusive northbound right turn lanes
for vehicles exiting the site.
East Access will be located approximately 1,175 feet west of Dysart Road. This driveway is
expected to be fifty (50) feet wide and will offer full access to the parking area and will serve truck
traffic. An internal gate is proposed at this access point for truck traffic.
Middle Access will be thirty (30) feet wide, located approximately 320 feet west of East Access.
This access point will serve the employee parking area for the site.
West Access will be approximately 445 feet west of Middle Access, immediately east of the cul-
de-sac at the end of Joe R. Ramirez Road. This access point will be thirty (30) feet wide and will
provide full access to the west end of the site with internal gated access for truck traffic. The
existing driveway in the cul-de-sac on Joe R. Ramirez Road will be located approximately 115
feet west of West Access.
Trip Generation
The Institute of Transportation Engineers (ITE) publication Trip Generation, 10th Edition, 2017
provides nationally agreed upon data based on land use type to estimate trip generation rates for
future developments. Trip generation for the proposed 700,000 square-foot warehouse land use
was performed base on ITE Land Use Code 150 (LUC 150), Warehousing. The results of the
weekday trip generation calculations are shown in Table 1. Complete trip generation calculations
can be found attached to this traffic impact statement.
Table 1 – Weekday Project Site Generated Trips
Average Daily, Inbound (vtpd)
576
Average Daily, Outbound (vtpd)
576
Total Daily
1,152
AM Peak Hour, Inbound (vtph)
84
AM Peak Hour, Outbound (vtph)
25
Total AM Peak
109
PM Peak Hour, Inbound (vtph)
30
PM Peak Hour, Outbound (vtph)
82
Total PM Peak
112
Time Period
700,000 sqft
Warehousing
(LUC 150)
vtpd - vehicle trips per day, vtph - vehicle trips per hour
Bryce Christo
13 Nov 2019
Page 4
Figure 1 – Vicinity Map
Warehousing
LAND USE: 700,000 Square Feet Warehousing
TRIP GENERATION CALCULATIONS ARE BASED ON THE INSTITUTE OF TRANSPORTATION
ENGINEERS' TRIP GENERATION, 10TH EDITION. THE ITE LAND USE CODE IS
Warehousing (150), General Urban/Suburban
WEEKDAY
Fitted Curve
T=1.58(X) + 45.54
Where X= 700000 Sq. Ft.
T =
1,152 VTPD
ENTER: (0.5)*(1151.54) =
576 VTPD
EXIT: (0.5)*(1151.54) =
576 VTPD
AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM)
Fitted Curve
T=0.12(X) + 25.32
Where X= 700000 Sq. Ft.
T =
109 VPH
ENTER: (0.77)*(109.32) =
84 VPH
EXIT: (0.23)*(109.32) =
25 VPH
PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM)
Fitted Curve
T=0.12(X) + 27.82
Where X= 700000 Sq. Ft.
T =
112 VPH
ENTER: (0.27)*(111.82) =
30 VPH
EXIT: (0.73)*(111.82) =
82 VPH
*where, T = trip ends
TRIP GENERATION SUMMARY
WEEKDAY
1,152 VTPD
AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM)
109 VPH
PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM)
112 VPH
Statistics
Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
PL FC AFG
0.2 fc
1.8 fc
0.0 fc
N/A
N/A
SITE FC AFG
2.3 fc
20.3 fc
0.1 fc
203.0:1
23.0:1
0.3
0.5
0.6
0.8
1.0
1.2
1.4
1.7
1.7
1.6
1.3
1.0
0.9
0.7
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0 7
0.9
0.9
0.8
0.8
0.9
1.1
0.7
0.4
0.4
0.4
0.6
1.1
0.9
1.0
0.6
1.0
0.8
1.0
0.6
0.4
0.3
0.2
0.3
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.8
1.8
1.8
1.6
1.8
2.8
3.0
2.9
2.2
1.7
1.2
0.9
0.9
1.0
1.4
1.7
2.9
3.1
3.1
2.9
1.8
1.4
1.0
0.7
0.5
0.4
0.4
0.4
0.4
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.6
0.5
0.5
3.5
4.0
4.7
4.7
4.7
4.2
3.7
2.4
1.7
1.7
1.9
3.0
4.1
4.8
4.9
4.9
4.9
4.1
3.0
1.8
1.2
0.8
0.6
0.6
0.6
0.6
0.6
0.7
0.8
0.8
0.9
0.9
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
3.2
4.0
4.3
4.2
4.3
4.2
3.3
2.5
2.1
2.0
2.3
3.0
3.8
4.5
4.5
4.5
4.6
3.9
3.0
2.1
1.6
1.1
0.9
0.8
0.8
0.8
0.9
0.9
1.0
1.1
1.1
1.2
1.2
1.2
1.2
1.1
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.2
1.2
1.1
1.1
1.1
1.1
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.0
1.1
1.0
1.0
1.0
1.2
1.5
1.6
1.7
2.5
2.9
2.9
2.9
3.0
3.0
2.6
2.0
1.7
1.7
1.8
2.4
2.9
3.2
3.2
3.2
3.3
3.1
2.5
1.9
1.5
1.3
1.1
1.0
1.0
1.0
1.1
1.2
1.2
1.3
1.4
1.5
1.6
1.6
1.6
1.5
1.5
1.5
1.4
1.3
1.3
1.3
1.3
1.4
1.5
1.5
1.5
1.5
1.5
1.5
1.4
1.3
1.3
1.3
1.3
1.3
1.4
1.5
1.5
1.5
1.5
1.4
1.4
1.3
1.2
1.2
1.7
2.4
3.4
3.7
3.0
1.6
1.7
1.6
1.7
1.7
1.7
1.7
1.4
1.2
1.2
1.3
1.7
1.8
1.9
1.9
2.0
2.1
2.2
2.1
1.7
1.5
1.4
1.3
1.3
1.2
1.3
1.4
1.4
1.5
1.6
1.7
1.9
2.1
2.1
2.1
2.0
2.0
1.8
1.6
1.5
1.5
1.5
1.6
1.7
1.9
2.0
2.0
2.0
2.0
1.9
1.7
1.6
1.5
1.5
1.5
1.6
1.7
1.9
2.0
2.0
2.0
1.9
1.8
1.5
1.3
1.3
2.3
3.3
4.3
4.9
4.1
3.0
0.9
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.8
0.8
0.9
1.0
1.0
1.0
1.1
1.2
1.3
1.5
1.6
1.7
1.7
1.6
1.6
1.6
1.6
1.6
1.6
1.7
1.8
1.9
2.0
2.3
2.5
2.5
2.5
2.4
2.3
2.1
1.9
1.8
1.7
1.8
1.8
1.9
2.2
2.4
2.4
2.4
2.4
2.3
2.0
1.8
1.7
1.7
1.7
1.8
2.0
2.2
2.4
2.4
2.3
2.3
2.1
1.7
1.5
1.4
3.5
4.0
4.4
4.8
3.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.7
0.8
0.9
1.1
1.2
1.5
1.7
1.9
2.0
2.0
2.0
2.0
1.9
1.8
1.8
1.9
2.2
2.4
2.6
2.7
3.0
3.3
2.8
2.6
2.4
2.1
1.9
1.8
1.8
2.0
2.3
2.5
2.7
3.0
3.1
2.7
2.5
2.3
2.1
1.8
1.7
1.8
2.0
2.3
2.5
2.7
3.1
2.9
2.5
2.3
2.0
1.7
1.3
2.8
3.4
4.1
3.6
3.0
1.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.7
0.9
1.1
1.3
1.6
1.9
2.3
2.4
2.5
2.5
2.5
2.3
2.1
2.0
2.1
2.2
2.5
2.7
3.1
3.9
4.7
3.6
2.8
2.5
2.2
1.9
1.8
1.8
2.0
2.4
2.6
3.2
3.9
4.2
3.4
2.7
2.4
2.1
1.8
1.8
1.8
2.1
2.4
2.7
3.3
4.1
3.8
3.0
2.4
2.1
1.6
1.2
2.1
2.7
2.6
2.1
1.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.5
0.6
0.7
0.9
1.2
1.5
1.9
2.2
2.5
2.7
3.0
2.9
2.7
2.6
2.5
2.3
2.2
2.3
2.6
2.8
3.4
3.4
4.5
3.7
3.0
2.6
2.3
2.0
1.9
1.9
2.1
2.5
2.8
3.6
3.5
3.6
3.8
2.9
2.5
2.2
1.9
1.9
1.9
2.2
2.5
2.8
3.8
3.5
3.4
3.4
2.6
2.2
1.7
1.2
1.7
1.3
1.1
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.6
0.6
0.7
0.9
1.2
1.5
2.0
2.4
2.7
3.3
4.2
3.8
3.1
2.8
2.6
2.4
2.3
2.3
2.6
2.8
3.1
3.9
4.7
3.6
2.9
2.6
2.3
2.1
2.0
2.0
2.2
2.5
2.8
3.2
4.0
4.3
3.4
2.8
2.6
2.2
2.0
1.9
2.0
2.2
2.6
2.8
3.4
4.2
3.9
3.1
2.5
2.2
1.7
1.3
0.8
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.7
0.7
0.7
0.7
0.7
0.8
0.9
1.1
1.3
1.6
2.0
2.5
2.9
3.5
4.9
3.9
3.5
2.9
2.7
2.5
2.4
2.5
2.6
2.7
2.9
3.1
3.4
3.0
2.8
2.6
2.4
2.2
2.1
2.2
2.3
2.6
2.7
2.9
3.2
3.2
2.9
2.8
2.6
2.4
2.2
2.1
2.2
2.4
2.5
2.7
2.9
3.2
3.0
2.7
2.4
2.2
1.8
1.3
1.1
1.1
1.1
1.2
1.2
1.2
1.1
1.1
1.1
1.0
1.0
1.0
1.0
1.0
1.1
1.3
1.5
1.8
2.2
2.6
2.9
3.8
4.7
4.2
3.5
3.0
2.8
2.6
2.4
2.4
2.4
2.6
2.8
2.8
2.9
2.8
2.7
2.5
2.3
2.3
2.3
2.3
2.3
2.4
2.7
2.8
2.8
2.8
2.8
2.7
2.5
2.3
2.3
2.3
2.3
2.3
2.4
2.7
2.7
2.7
2.7
2.6
2.3
2.0
1.6
1.4
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.5
1.4
1.4
1.3
1.3
1.3
1.4
1.5
1.7
2.0
2.4
2.7
2.9
3.2
3.8
3.5
3.1
3.0
2.9
2.6
2.4
2.3
2.4
2.5
2.6
2.6
2.7
2.6
2.6
2.5
2.3
2.3
2.3
2.3
2.3
2.4
2.5
2.6
2.6
2.6
2.6
2.6
2.4
2.3
2.2
2.2
2.2
2.3
2.4
2.5
2.5
2.5
2.5
2.4
2.2
1.9
1.6
1.3
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.1
2.1
2.0
1.9
1.8
1.8
1.8
1.8
1.9
2.0
2.2
2.4
2.6
2.8
2.9
3.0
3.0
2.9
2.8
2.6
2.5
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.3
2.2
2.2
2.3
2.4
2.5
2.4
2.4
2.4
2.4
2.4
2.4
2.3
2.2
2.2
2.2
2.3
2.4
2.4
2.3
2.3
2.2
2.2
2.1
1.9
1.6
1.3
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.3
2.3
2.3
2.3
2.3
2.4
2.5
2.7
2.7
2.7
2.7
2.7
2.6
2.4
2.3
2.3
2.3
2.4
2.5
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.3
2.2
2.2
2.3
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.3
2.2
2.2
2.2
2.3
2.4
2.4
2.3
2.3
2.2
2.1
2.1
1.9
1.6
1.3
3.6
3.7
3.6
3.7
3.6
3.6
3.5
3.4
3.4
3.2
3.1
3.0
2.9
2.8
2.7
2.6
2.5
2.4
2.4
2.5
2.5
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.2
2.3
2.4
2.5
2.6
2.6
2.6
2.6
2.5
2.5
2.3
2.3
2.3
2.3
2.3
2.4
2.5
2.5
2.6
2.6
2.5
2.5
2.4
2.3
2.2
2.2
2.2
2.3
2.4
2.5
2.5
2.5
2.4
2.3
2.2
1.9
1.6
1.3
4.3
4.3
4.3
4.3
4.3
4.2
4.1
4.0
3.9
3.8
3.7
3.5
3.4
3.2
3.1
2.9
2.8
2.6
2.5
2.4
2.3
2.2
2.1
2.0
2.0
2.0
2.0
2.1
2.1
2.2
2.4
2.6
2.8
2.9
2.9
2.8
2.8
2.6
2.4
2.3
2.3
2.3
2.3
2.4
2.7
2.8
2.8
2.8
2.8
2.7
2.5
2.3
2.3
2.3
2.3
2.3
2.4
2.6
2.7
2.7
2.7
2.6
2.3
2.0
1.6
1.4
5.0
5.0
5.0
5.0
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.1
4.0
3.8
3.5
3.3
3.1
2.8
2.6
2.4
2.2
2.1
1.9
1.8
1.4
1.5
1.6
1.7
1.9
2.2
2.5
2.7
2.9
3.0
3.2
3.0
2.9
2.7
2.5
2.3
2.3
2.3
2.4
2.5
2.7
2.9
3.0
3.1
2.9
2.8
2.6
2.4
2.3
2.2
2.2
2.4
2.5
2.7
2.8
3.0
2.9
2.7
2.4
2.1
1.8
1.4
5.5
5.5
5.5
5.4
5.3
5.2
5.1
5.0
4.9
4.9
4.8
4.6
4.4
4.1
3.9
3.6
3.3
3.0
2.7
2.5
2.3
2.1
1.9
1.7
1.2
1.3
1.4
1.6
1.8
2.1
2.6
2.9
3.2
3.8
4.5
3.6
3.1
2.9
2.5
2.3
2.1
2.1
2.3
2.6
2.8
3.2
3.8
4.1
3.3
2.9
2.7
2.3
2.1
2.0
2.1
2.3
2.6
2.8
3.3
4.0
3.7
3.0
2.6
2.2
1.7
1.3
6.1
6.1
6.0
5.8
5.7
5.5
5.4
5.4
5.3
5.3
5.3
5.1
4.9
4.5
4.2
3.9
3.5
3.2
2.9
2.6
2.4
2.1
1.9
1.7
1.0
1.3
1.4
1.6
1.8
2.1
2.6
2.9
3.5
4.5
5.0
4.3
3.3
2.9
2.5
2.2
2.1
2.1
2.2
2.5
2.8
3.5
4.4
4.6
3.8
2.9
2.6
2.3
2.0
2.0
2.0
2.2
2.6
2.9
3.7
4.5
4.3
3.4
2.6
2.2
1.7
1.3
6.3
6.3
6.2
6.0
5.9
5.7
5.6
5.6
5.5
5.5
5.5
5.3
5.1
4.7
4.4
4.1
3.7
3.4
3.1
2.8
2.5
2.2
1.9
1.7
0.9
1.3
1.4
1.6
1.9
2.2
2.7
3.1
3.6
4.5
5.4
4.3
3.4
2.9
2.5
2.2
2.0
2.0
2.2
2.5
2.8
3.4
4.2
4.4
3.6
2.8
2.5
2.2
2.0
1.9
2.0
2.2
2.5
2.8
3.6
4.4
4.1
3.3
2.6
2.2
1.7
1.3
6.6
6.5
6.4
6.1
5.9
5.8
5.6
5.6
5.7
5.7
5.8
5.6
5.3
4.9
4.6
4.3
4.0
3.7
3.4
3.0
2.7
2.4
2.9
2.0
1.7
1.7
2.2
2.2
2.1
2.4
2.9
3.2
3.5
4.0
4.5
3.8
3.3
3.0
2.6
2.2
2.0
2.0
2.2
2.5
2.6
2.9
3.4
3.6
3.0
2.7
2.5
2.2
2.0
1.9
2.0
2.3
2.6
2.7
3.0
3.6
3.4
2.9
2.5
2.2
1.8
1.3
6.2
6.1
6.0
5.8
5.7
5.6
5.4
5.5
5.5
5.5
5.5
5.3
5.1
4.8
4.5
4.3
4.1
3.8
3.5
3.1
2.8
3.7
10.8
6.1
9.5
6.6
10.0
7.7
2.3
2.4
2.7
3.1
3.3
3.4
3.6
3.4
3.2
2.8
2.5
2.2
2.1
2.0
2.1
2.2
2.4
2.5
2.6
2.7
2.6
2.5
2.2
2.1
2.0
2.0
2.1
2.2
2.4
2.6
2.7
2.8
2.8
2.6
2.4
2.0
1.7
1.4
5.3
5.2
5.2
5.1
4.9
4.9
4.7
4.8
4.7
4.7
4.7
4.5
4.4
4.3
4.2
4.2
4.0
3.9
3.7
3.3
2.9
3.5
10.5
5.1
8.6
5.3
8.6
6.2
2.1
2.3
2.6
2.9
3.2
3.3
3.2
3.2
2.9
2.6
2.3
2.1
2.0
1.9
1.8
1.9
2.1
2.2
2.3
2.3
2.3
2.2
2.0
1.9
1.9
1.9
2.0
2.1
2.3
2.5
2.6
2.6
2.6
2.5
2.3
1.9
1.6
1.3
5.0
4.9
4.9
4.8
4.7
4.8
4.6
4.6
4.5
4.4
4.4
4.2
4.2
4.1
4.0
4.1
4.2
4.2
3.9
3.4
2.8
3.9
11.6
7.0
9.9
7.7
10.5
8.9
2.3
2.3
2.6
2.8
2.9
2.9
3.0
2.9
2.5
2.3
2.1
1.9
1.7
1.6
1.6
1.7
1.7
1.7
1.8
1.8
1.8
1.8
1.8
1.7
1.7
1.8
1.9
2.0
2.2
2.3
2.3
2.3
2.3
2.2
2.1
1.9
1.6
1.3
5.0
4.9
4.9
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.4
4.3
4.1
3.9
3.9
3.9
4.1
4.3
4.0
3.4
2.7
3.3
10.3
5.1
8.5
5.3
8.5
5.9
2.0
2.1
2.5
2.7
2.7
2.5
2.4
2.2
2.1
2.0
1.9
1.7
1.5
1.4
1.6
2.8
2.0
2.5
2.2
2.2
2.5
2.2
2.8
1.7
1.6
1.7
1.8
2.0
2.2
2.2
2.2
2.2
2.2
2.1
2.0
1.9
1.6
1.3
4.9
4.9
4.9
4.8
4.7
4.7
4.5
4.5
4.4
4.4
4.3
4.2
4.1
3.9
3.8
3.9
4.1
4.5
4.3
3.5
2.7
3.5
10.6
6.0
9.3
6.5
9.7
7.3
1.7
1.8
2.4
2.7
2.5
2.1
1.9
1.7
1.7
1.6
1.5
1.4
1.2
1.2
2.5
10.1
6.0
9.6
8.4
8.8
9.4
7.3
10.0
4.0
1.6
1.6
1.8
2.0
2.2
2.3
2.2
2.3
2.2
2.2
2.1
1.9
1.6
1.3
10.1
2.3
1.6
1.8
1.9
2.2
2.4
2.5
2.5
2.5
2.4
2.2
1.9
1.6
1.3
4.6
1.6
1.5
1.8
2.0
2.3
2.6
2.7
2.7
2.7
2.6
2.4
2.0
1.7
1.4
9.5
2.1
1.5
1.8
2.2
2.5
2.7
2.9
3.4
3.2
2.8
2.5
2.2
1.8
1.4
5.7
1.5
1.5
1.8
2.1
2.5
2.8
3.5
4.3
4.0
3.2
2.6
2.2
1.7
1.3
9.5
2.1
1.6
1.9
2.2
2.6
2.9
3.8
4.1
3.4
3.5
2.6
2.2
1.7
1.3
7.8
2.1
1.8
2.0
2.3
2.6
2.8
3.3
4.1
3.8
3.1
2.6
2.2
1.7
1.3
9.0
2.6
2.2
2.3
2.5
2.6
2.7
2.8
3.1
3.0
2.7
2.5
2.2
1.8
1.4
10.2
3.1
2.6
2.6
2.6
2.5
2.6
2.7
2.7
2.7
2.6
2.4
2.0
1.7
1.4
2.8
2.8
2.9
2.9
2.7
2.5
2.4
2.4
2.4
2.4
2.3
2.2
1.9
1.6
1.3
2.9
3.6
3.1
3.2
2.7
2.4
2.3
2.2
2.2
2.2
2.1
2.1
1.9
1.6
1.3
3.6
3.6
3.3
3.1
2.7
2.4
2.3
2.2
2.2
2.2
2.1
2.1
1.9
1.6
1.3
4.5
3.7
3.3
3.2
2.8
2.5
2.4
2.4
2.4
2.4
2.3
2.2
1.9
1.6
1.3
4.1
3.7
3.3
3.2
2.8
2.6
2.6
2.6
2.7
2.6
2.6
2.3
2.0
1.7
1.4
3.0
3.6
3.3
3.3
3.0
2.7
2.7
2.8
3.0
3.0
2.7
2.4
2.1
1.8
1.4
2.6
3.4
3.1
3.2
3.0
2.9
2.8
3.3
4.1
3.8
3.0
2.5
2.2
1.7
1.3
9.7
2.7
2.8
2.9
2.9
2.9
2.9
3.7
4.0
3.3
3.4
2.5
2.1
1.7
1.2
14.3
2.6
2.6
2.6
2.7
2.8
2.8
3.4
4.2
3.9
3.1
2.5
2.1
1.6
1.2
2.5
2.6
2.6
2.6
2.7
2.7
2.8
3.2
3.1
2.6
2.3
2.1
1.6
1.2
1.7
2.5
2.6
2.6
2.5
2.5
2.5
2.5
2.5
2.4
2.4
2.1
1.8
1.5
1.2
2.0
2.6
2.7
2.6
2.4
2.3
2.2
2.2
2.2
2.2
2.1
1.9
1.6
1.3
1.1
2.3
2.8
2.8
2.8
2.5
2.1
1.9
1.8
1.8
1.8
1.7
1.7
1.5
1.3
1.1
2.7
3.5
3.0
3.0
2.4
2.0
1.7
1.6
1.6
1.6
1.6
1.6
1.6
1.5
1.3
3.3
3.5
3.1
2.9
2.4
1.9
1.6
1.5
1.6
1.6
1.7
1.8
1.9
1.9
1.7
4.3
3.5
3.1
2.9
2.4
2.0
1.7
1.6
1.7
1.8
1.9
2.1
2.4
2.7
2.7
4.2
3.6
3.1
2.9
2.5
2.1
1.9
1.9
2.0
2.1
2.4
2.6
3.0
3.6
4.1
4.0
3.8
3.7
3.5
2.8
3.1
3.5
3.2
3.0
2.5
2.2
2.2
2.2
2.3
2.5
2.8
3.2
3.7
4.5
4.9
5.3
5.0
4.9
4.4
3.5
2.4
2.6
3.5
3.1
3.2
2.8
2.4
2.4
2.5
2.6
2.6
2.9
3.1
3.4
4.3
4.7
4.7
4.4
4.2
4.0
3.1
1.9
2.2
2.8
2.9
3.0
2.9
2.8
2.7
2.7
3.1
3.0
2.8
2.8
2.9
3.3
2.9
1.1
1.9
2.6
2.7
2.7
2.7
2.8
2.8
3.3
4.1
3.8
3.0
2.5
2.1
1.7
1.2
17.0
2.6
2.7
2.6
2.7
2.8
2.9
3.7
4.5
4.3
3.3
2.5
2.1
1.6
1.1
11.5
2.6
2.7
2.6
2.7
2.8
2.8
3.3
4.0
3.8
3.0
2.4
2.0
1.5
1.1
15.9
2.7
2.8
2.8
2.8
2.7
2.6
2.7
3.0
2.8
2.5
2.2
2.0
1.6
1.2
2.5
3.1
3.0
3.0
2.7
2.4
2.3
2.3
2.4
2.3
2.2
2.0
1.7
1.4
1.1
2.8
3.6
3.0
3.0
2.4
2.1
2.0
2.0
2.0
2.0
1.9
1.7
1.4
1.2
1.0
3.6
3.5
3.0
2.7
2.2
1.8
1.6
1.5
1.5
1.5
1.5
1.4
1.3
1.1
0.9
4.4
3.4
2.9
2.7
2.2
1.7
1.4
1.2
1.2
1.2
1.2
1.2
1.1
1.0
0.8
3.7
3.4
2.9
2.6
2.0
1.5
1.2
1.1
1.1
1.1
1.0
1.0
1.0
0.9
0.8
2.7
3.4
2.8
2.6
2.0
1.5
1.2
1.1
1.1
1.0
1.0
1.0
2.3
2.9
2.6
2.5
2.0
1.6
1.3
1.2
1.1
1.1
1.1
1.1
6.5
2.6
2.2
2.2
1.9
1.7
1.5
1.4
1.4
1.4
1.3
1.3
10.5
2.8
2.0
1.9
1.8
1.8
1.8
1.8
1.8
1.8
1.7
1.6
5.0
1.9
1.7
1.7
1.8
1.9
2.1
2.2
2.2
2.2
2.1
1.9
9.9
2.2
1.5
1.7
1.9
2.1
2.3
2.4
2.6
2.5
2.4
2.1
4.0
1.2
1.2
1.5
1.9
2.3
2.5
2.9
3.7
3.4
2.8
2.3
9.4
1.7
1.1
1.4
1.8
2.2
2.6
3.4
4.3
4.1
3.2
2.4
4.7
1.1
1.0
1.3
1.7
2.1
2.5
3.3
4.2
4.0
3.1
2.4
8.9
1.4
0.9
1.3
1.7
2.1
2.4
2.7
3.4
3.2
2.6
2.3
10.0
5.2
9.4
5.1
9.9
4.4
2.3
2.4
2.7
2.9
3.1
3.4
3.6
3.8
3.9
3.9
4.0
3.9
3.8
3.7
3.6
3.6
3.6
3.5
3.6
3.8
4.3
4.7
4.6
4.0
3.5
3.4
3.5
4.0
4.2
3.9
3.3
3.1
3.2
3.7
4.1
4.0
3.4
3.0
2.9
3.2
3.5
3.3
2.6
1.9
1.7
7.8
2.1
1.6
1.8
1.6
2.1
2.4
2.5
2.6
2.5
2.3
2.1
10.7
4.9
10.0
4.8
10.6
4.2
2.2
2.4
2.6
2.8
3.1
3.4
3.6
3.7
3.9
3.9
4.0
3.9
3.9
3.8
3.6
3.7
3.6
3.6
3.8
4.0
4.5
4.8
4.7
4.2
3.7
3.6
3.8
4.2
4.4
4.1
3.6
3.5
3.5
4.0
4.3
4.2
3.6
3.3
3.1
3.4
3.7
3.5
2.8
2.3
2.0
1.9
1.7
1.7
1.7
1.8
1.9
2.1
2.2
2.2
2.2
2.1
1.9
11.1
6.4
10.5
6.3
11.0
5.1
2.3
2.4
2.6
2.9
3.1
3.4
3.6
3.8
3.9
3.9
4.0
3.9
3.9
3.8
3.7
3.7
3.7
3.8
3.9
4.1
4.5
4.6
4.5
4.3
3.9
3.8
3.9
4.1
4.2
4.1
3.8
3.6
3.7
4.0
4.1
4.0
3.8
3.4
3.3
3.5
3.5
3.3
2.9
2.4
2.0
1.8
1.7
1.6
1.6
1.6
1.7
1.8
1.7
1.7
1.7
1.6
1.5
9.7
4.6
9.1
4.5
9.6
4.1
2.3
2.4
2.6
2.9
3.1
3.4
3.6
3.8
3.9
3.9
4.0
3.9
3.9
3.8
3.7
3.7
3.7
3.8
3.9
4.1
4.2
4.3
4.2
4.0
4.0
3.8
3.8
3.8
3.8
3.8
3.7
3.6
3.7
3.7
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.0
2.7
2.4
2.1
1.8
1.7
1.6
1.5
1.5
1.5
1.4
1.4
1.3
1.3
1.2
1.2
10.6
6.0
10.0
5.9
10.5
4.9
2.3
2.5
2.7
3.0
3.2
3.5
3.7
3.9
4.0
4.0
4.1
4.0
4.0
3.9
3.8
3.7
3.7
3.7
3.8
3.9
3.9
3.8
3.7
3.7
3.6
3.5
3.5
3.4
3.3
3.3
3.3
3.4
3.3
3.3
3.2
3.2
3.2
3.2
3.0
2.9
2.7
2.5
2.4
2.2
1.9
1.7
1.5
1.5
1.4
1.3
1.3
1.2
1.1
1.1
1.0
1.0
1.0
2.6
1.6
2.0
1.5
2.5
2.4
2.3
2.5
2.8
3.0
3.3
3.5
3.7
3.9
4.0
4.0
4.1
4.0
4.0
3.9
3.8
3.7
3.6
3.6
3.6
3.6
3.6
3.4
3.3
3.3
3.3
3.2
3.1
2.9
2.8
2.8
2.9
3.0
2.9
2.8
2.8
2.7
2.8
2.8
2.7
2.5
2.3
2.2
2.1
1.9
1.8
1.6
1.4
1.4
1.3
1.2
1.2
1.1
1.0
0.9
0.9
0.8
0.8
2.0
1.9
1.7
1.8
1.9
2.3
2.5
2.7
2.8
3.0
3.2
3.5
3.6
3.8
3.9
3.9
4.0
3.9
3.9
3.8
3.7
3.6
3.5
3.4
3.4
3.3
3.1
3.0
2.9
2.9
2.9
2.8
2.7
2.5
2.4
2.4
2.5
2.5
2.5
2.4
2.3
2.3
2.3
2.3
2.3
2.1
1.9
1.8
1.7
1.7
1.6
1.4
1.3
1.3
1.2
1.2
1.1
1.0
1.0
1.0
1.1
1.2
1.5
1.1
1.1
1.0
1.0
0.9
1.2
2.3
2.2
2.2
2.3
2.3
2.5
2.6
2.7
2.8
3.0
3.1
3.3
3.4
3.6
3.7
3.7
3.7
3.7
3.7
3.6
3.5
3.4
3.2
3.1
3.0
2.9
2.7
2.6
2.5
2.4
2.4
2.3
2.2
2.0
2.0
1.9
2.0
2.0
2.0
1.9
1.9
1.8
1.9
1.9
1.8
1.7
1.5
1.5
1.4
1.4
1.4
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.4
1.6
1.9
2.4
2.9
3.6
3.7
3.5
2.6
2.0
2.3
2.2
2.2
2.2
2.2
2.3
2.4
2.4
2.5
2.7
2.8
3.0
3.1
3.3
3.3
3.4
3.4
3.4
3.3
3.2
3.1
3.0
2.9
2.8
2.6
2.5
2.3
2.2
2.1
2.0
2.0
1.9
1.8
1.7
1.6
1.6
1.6
1.6
1.6
1.5
1.5
1.5
1.5
1.5
1.4
1.3
1.2
1.2
1.1
1.1
1.2
1.2
1.2
1.2
1.2
1.3
1.3
1.4
1.5
1.9
2.4
3.2
4.6
5.1
5.8
5.7
5.6
4.7
4.0
2.0
2.0
1.9
2.0
2.0
2.0
2.1
2.2
2.2
2.4
2.5
2.7
2.8
2.9
3.0
3.0
3.0
3.0
2.9
2.9
2.7
2.6
2.5
2.4
2.3
2.1
2.0
1.8
1.7
1.6
1.6
1.5
1.4
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.0
1.0
0.9
0.9
0.9
1.0
1.0
1.1
1.2
1.2
1.4
1.5
1.7
2.0
2.3
2.8
3.4
4.3
5.2
5.2
4.9
4.9
4.6
3.5
1.7
1.7
1.7
1.7
1.7
1.7
1.8
1.8
1.9
2.0
2.2
2.3
2.4
2.5
2.6
2.6
2.6
2.6
2.5
2.4
2.3
2.2
2.1
2.0
1.9
1.7
1.6
1.5
1.4
1.3
1.2
1.1
1.0
1.0
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.8
0.8
0.7
0.7
0.7
0.8
0.8
0.9
1.1
1.2
1.3
1.5
1.7
2.0
2.4
2.6
2.9
3.3
4.0
4.2
3.9
3.7
3.5
3.3
2.8
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.5
1.6
1.7
1.8
1.9
2.0
2.1
2.2
2.2
2.2
2.2
2.1
2.0
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
1.0
0.9
0.8
0.8
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.8
1.0
1.2
1.4
1.7
1.9
2.3
2.7
2.9
3.1
3.4
3.6
3.3
3.0
2.7
2.5
2.2
1.9
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.7
1.7
1.7
1.7
1.6
1.6
1.5
1.4
1.3
1.2
1.2
1.1
1.0
0.9
0.8
0.8
0.7
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.5
0.5
0.5
0.6
0.6
0.8
1.0
1.2
1.5
1.9
2.3
2.6
2.9
3.2
3.3
3.3
3.2
2.9
2.5
2.2
1.8
1.5
1.2
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
1.0
1.1
1.2
1.2
1.3
1.3
1.3
1.2
1.2
1.1
1.1
1.0
1.0
0.9
0.9
0.8
0.8
0.7
0.7
0.6
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.6
0.8
1.0
1.2
1.5
2.0
2.5
2.9
3.2
3.9
4.9
4.0
3.3
2.9
2.5
2.0
1.5
1.2
0.9
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.8
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.5
0.5
0.4
0.4
0.4
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.4
0.5
0.5
0.7
0.8
1.0
1.3
1.6
2.1
2.6
3.1
3.6
4.2
5.9
3.8
3.7
3.1
2.6
2.0
1.5
1.2
0.9
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.7
0.7
0.8
0.8
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.6
0.8
0.9
1.1
1.4
1.8
2.2
2.8
3.3
3.8
4.7
5.9
4.8
3.8
3.3
2.8
2.2
1.7
1.2
0.9
0.7
0.7
0.7
0.7
0.7
0.6
0.5
0.5
0.5
0.6
0.6
0.7
0.7
0.7
0.7
0.8
0.8
0.7
0.7
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.6
0.7
0.8
0.9
1.1
1.3
1.6
1.9
2.4
3.0
3.6
4.0
4.4
5.0
4.4
4.0
3.6
3.0
2.4
1.8
1.4
1.0
0.9
0.8
0.8
0.9
0.9
0.9
0.8
0.7
0.7
0.8
0.9
0.9
0.9
0.9
0.9
0.9
1.0
0.9
0.9
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.8
0.8
0.9
0.9
0.9
0.8
0.7
0.7
0.8
0.8
0.9
0.9
0.8
0.8
0.8
0.9
0.9
0.9
0.8
0.7
0.8
0.9
1.0
1.1
1.2
1.3
1.4
1.8
2.1
2.6
3.1
3.7
4.2
4.4
4.6
4.4
4.2
3.7
3.0
2.5
2.0
1.5
1.1
1.1
1.1
1.1
1.2
1.3
1.3
1.3
1.2
1.1
1.3
1.3
1.3
1.2
1.1
1.1
1.2
1.3
1.4
1.3
1.2
1.2
1.2
1.3
1.3
1.2
1.1
1.0
1.0
1.1
1.2
1.3
1.3
1.2
1.2
1.2
1.3
1.3
1.2
1.1
1.0
1.0
1.1
1.3
1.3
1.3
1.2
1.2
1.3
1.5
1.6
1.5
1.5
1.6
1.9
2.2
2.6
3.1
3.8
4.3
4.5
4.6
4.5
4.3
3.8
3.1
2.6
2.1
1.6
1.1
1.5
1.4
1.4
1.5
1.7
2.0
2.0
1.9
1.8
2.0
2.0
1.8
1.6
1.4
1.4
1.5
1.6
1.9
2.0
1.9
1.8
1.9
2.0
1.9
1.6
1.4
1.3
1.3
1.4
1.6
1.9
2.0
1.9
1.8
1.9
2.0
1.8
1.6
1.4
1.3
1.3
1.5
1.7
2.0
2.0
1.9
1.9
2.1
2.2
2.0
1.8
1.7
1.7
1.9
2.2
2.6
3.3
3.9
4.2
4.7
5.3
4.7
4.2
3.9
3.3
2.6
2.0
1.5
1.1
1.9
1.7
1.8
1.9
2.2
2.6
2.9
2.9
2.8
2.9
2.8
2.3
2.0
1.8
1.8
1.9
2.1
2.4
2.9
2.9
2.8
2.9
2.9
2.5
2.1
1.8
1.6
1.6
1.8
2.1
2.5
2.9
2.9
2.8
2.9
2.8
2.4
2.0
1.7
1.6
1.6
1.8
2.1
2.6
2.9
2.9
2.9
3.1
3.0
2.5
2.3
2.0
1.9
2.0
2.2
2.6
3.2
3.8
4.3
5.3
6.4
5.3
4.3
3.8
3.2
2.6
2.0
1.5
1.1
2.3
2.0
2.0
2.3
2.7
3.4
4.2
4.4
4.3
4.3
3.6
2.8
2.4
2.1
2.0
2.2
2.5
3.1
3.9
4.4
4.3
4.4
4.0
3.1
2.5
2.1
1.8
1.8
2.2
2.6
3.2
4.1
4.4
4.3
4.4
3.8
3.0
2.5
2.1
1.8
1.9
2.2
2.6
3.3
4.2
4.4
4.4
4.5
3.9
3.2
2.8
2.4
2.0
1.9
2.2
2.6
3.2
3.7
4.3
5.3
6.6
5.4
4.3
3.7
3.2
2.6
2.0
1.5
1.1
2.4
1.9
2.0
2.6
3.1
4.0
4.8
5.0
5.0
4.9
4.1
3.3
2.7
2.1
1.9
2.3
2.9
3.6
4.4
5.0
4.9
5.0
4.5
3.7
2.9
2.3
1.8
1.8
2.3
2.9
3.7
4.6
5.0
4.9
5.0
4.3
3.5
2.8
2.1
1.7
1.8
2.4
3.1
3.9
4.7
5.1
5.0
5.1
4.4
3.7
3.1
2.4
2.0
1.9
2.2
2.6
3.3
3.8
4.2
4.8
5.7
4.9
4.2
3.8
3.3
2.6
2.0
1.5
1.1
2.1
1.6
1.7
2.2
2.9
3.6
4.4
5.1
5.3
4.5
3.7
3.1
2.4
1.8
1.6
2.0
2.6
3.3
4.1
4.8
5.3
4.9
4.2
3.4
2.6
2.0
1.5
1.5
2.0
2.7
3.4
4.2
5.0
5.3
4.7
4.0
3.3
2.5
1.8
1.4
1.5
2.1
2.8
3.5
4.4
5.1
5.4
4.7
4.0
3.4
2.8
2.2
1.9
1.9
2.2
2.6
3.2
3.7
4.2
4.4
4.5
4.4
4.2
3.8
3.2
2.6
2.1
1.6
1.1
2.0
1.7
1.8
2.0
2.4
3.1
4.4
6.0
6.1
4.9
3.4
2.5
2.1
1.8
1.7
1.9
2.2
2.7
3.7
5.5
6.3
5.6
3.9
2.8
2.2
1.9
1.5
1.6
1.9
2.2
2.9
4.0
5.7
6.3
5.4
3.6
2.7
2.1
1.8
1.5
1.6
2.0
2.3
3.0
4.3
6.0
6.3
5.2
3.7
2.9
2.5
2.2
1.9
1.9
2.2
2.5
3.0
3.7
4.3
4.5
4.5
4.5
4.3
3.7
3.0
2.5
2.1
1.6
1.2
1.7
1.6
1.7
2.0
2.5
3.0
3.6
4.0
4.3
4.5
4.3
4.0
3.6
3.1
2.5
2.0
1.5
1.1
1.0
1.2
1.5
1.9
2.4
3.0
3.5
3.9
4.5
5.3
4.5
3.9
3.5
3.0
2.4
1.8
1.4
1.1
0.9
1.1
1.4
1.8
2.3
2.8
3.3
3.8
4.9
6.1
4.9
3.9
3.3
2.8
2.3
1.8
1.4
1.0
0.9
1.1
1.4
1.7
2.2
2.7
3.2
3.6
4.6
5.8
4.7
3.7
3.2
2.8
2.2
1.7
1.3
1.0
0.9
1.0
1.3
1.7
2.2
2.7
3.2
3.4
3.9
4.6
4.0
3.4
3.2
2.8
2.2
1.7
1.3
1.0
0.8
1.1
1.4
1.8
2.2
2.6
3.0
3.3
3.4
3.5
3.5
3.3
3.0
2.6
2.2
1.8
1.4
1.0
0.8
1.0
1.4
1.7
2.0
2.4
2.9
3.3
3.4
3.4
3.4
3.3
2.9
2.5
2.0
1.7
1.3
1.0
0.7
1.0
1.3
1.6
1.9
2.4
2.9
3.2
3.3
3.4
3.3
3.2
2.9
2.4
2.0
1.6
1.3
1.0
0.7
0.9
1.2
1.6
2.0
2.3
2.8
3.2
3.3
3.4
3.3
3.2
2.8
2.4
2.0
1.6
1.3
0.9
0.6
0.8
1.1
1.5
2.0
2.4
2.8
3.0
3.3
3.6
3.3
3.1
2.8
2.4
2.0
1.5
1.1
0.8
0.5
0.7
1.0
1.4
1.8
2.3
2.7
3.1
3.8
4.7
3.8
3.1
2.8
2.3
1.8
1.4
1.0
0.7
0.5
0.7
0.9
1.2
1.6
2.1
2.6
3.1
3.7
5.3
3.3
3.2
2.6
2.2
1.7
1.3
0.9
0.7
0.4
0.6
0.8
1.1
1.5
2.0
2.4
2.8
3.8
4.9
3.9
2.9
2.4
2.0
1.6
1.2
0.9
0.6
0.4
0.6
0.8
1.1
1.5
1.9
2.3
2.5
2.9
3.4
2.9
2.5
2.3
2.0
1.5
1.1
0.8
0.6
0.4
0.5
0.8
1.0
1.3
1.6
1.9
2.2
2.3
2.4
2.4
2.2
2.0
1.6
1.3
1.1
0.8
0.6
0.4
0.5
0.7
0.9
1.1
1.3
1.6
1.9
2.0
2.0
2.0
1.9
1.6
1.3
1.1
0.9
0.7
0.5
20.3
SDE
SDE
SD
SD
SD
SD
SD
SD
SDE
SDE
SDE
SDE
SDE
SDE
SDE
SDE
SEM
SEM SEM
SEM SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SH
SF
SF
SF
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SG
SG
SG
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SB
SG
SEM
SF
SF
SC
SC
SB
SB
SB
SC
SC
SB
SJ
SJ
2929.COM
ARCHITECTURE GROUP
JOE R. RAMIREZ RD AND DYSART RD.
EL MIRAGE, AZ
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
Revisions
CAVCO INDUSTRIES
20010ES110.dwg
SITE
PHOTOMETRIC
PLAN
ES110
Statistics
Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
PL FC AFG
0.2 fc
1.8 fc
0.0 fc
N/A
N/A
SITE FC AFG
2.3 fc
20.3 fc
0.1 fc
203.0:1
23.0:1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
0.7
0.5
0.4
0.3
0.6
0.8
0.6
0.4
0.2
0.1
0.2
0.3
0.4
0.8
0.4
0.5
0.4
0.5
0.5
0.8
0.5
0.3
0.2
0.1
0.3
0.4
0.6
0.7
0.6
0.6
0.6
0.8
0.9
0.6
0.4
0.2
0.1
0.2
0.3
0.5
0.8
0.6
0.7
0.6
0.7
0.6
0.9
0.5
0.3
0.2
0.1
0.3
0.4
0.7
0.9
0.9
0.8
0.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.4
0.6
1.0
1.6
1.7
2.8
3.0
2.8
2.3
1.7
1.1
0.8
0.5
0.4
0.6
0.9
1.3
1.7
2.8
2.9
2.9
2.8
1.5
1.3
0.9
0.6
0.4
0.5
0.8
1.1
1.7
2.2
2.8
3.0
2.8
1.9
1.6
1.0
0.7
0.5
0.4
0.6
0.9
1.3
1.7
2.8
2.9
2.9
2.8
1.5
1.4
0.9
0.6
0.4
0.5
0.7
1.1
1.6
1.8
2.8
3.0
2.9
0.4
0.7
1.2
2.0
3.4
3.9
4.7
4.7
4.7
4.2
3.6
2.2
1.4
1.0
0.8
1.1
1.6
2.7
3.9
4.6
4.7
4.7
4.7
3.8
2.9
1.7
1.2
0.9
1.0
1.4
2.2
3.5
4.1
4.7
4.7
4.7
3.9
3.5
2.1
1.4
0.9
0.8
1.1
1.6
2.7
3.9
4.6
4.7
4.7
4.7
3.8
2.9
1.7
1.2
0.9
1.0
1.4
2.1
3.5
4.0
4.7
4.7
4.7
0.5
0.9
1.4
2.1
3.0
4.0
4.3
4.2
4.3
4.1
3.2
2.3
1.6
1.3
1.2
1.4
1.8
2.7
3.5
4.3
4.2
4.2
4.3
3.6
2.8
1.9
1.4
1.2
1.3
1.6
2.3
3.2
4.1
4.3
4.2
4.3
4.0
3.1
2.2
1.6
1.2
1.1
1.4
1.8
2.6
3.5
4.3
4.2
4.2
4.3
3.6
2.8
1.9
1.4
1.2
1.3
1.6
2.2
3.2
4.0
4.3
4.2
4.3
0.5
0.8
1.1
1.5
2.4
2.8
2.9
2.9
2.9
2.9
2.5
1.8
1.3
1.2
1.1
1.2
1.4
2.0
2.7
2.9
2.9
2.9
2.9
2.7
2.1
1.5
1.2
1.1
1.2
1.3
1.7
2.5
2.9
2.9
2.8
2.9
2.9
2.4
1.7
1.3
1.1
1.1
1.2
1.4
2.0
2.7
2.9
2.9
2.9
2.9
2.7
2.2
1.5
1.2
1.2
1.2
1.3
1.7
2.5
2.9
2.9
2.9
3.0
0.4
0.6
0.8
1.1
1.5
1.6
1.6
1.6
1.6
1.7
1.6
1.3
1.0
0.9
0.9
0.9
1.0
1.4
1.6
1.6
1.6
1.6
1.6
1.6
1.4
1.1
0.9
0.9
0.9
1.0
1.2
1.5
1.6
1.6
1.6
1.6
1.6
1.5
1.2
0.9
0.8
0.8
0.9
1.0
1.4
1.6
1.6
1.6
1.6
1.6
1.6
1.5
1.1
0.9
0.9
0.9
1.0
1.3
1.6
1.7
1.6
1.7
1.7
0.3
0.4
0.5
0.7
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.8
0.7
0.6
0.6
0.6
0.7
0.8
0.8
0.7
0.7
0.7
0.7
0.8
0.8
0.7
0.6
0.6
0.6
0.6
0.7
0.8
0.7
0.7
0.7
0.7
0.7
0.8
0.7
0.6
0.6
0.6
0.6
0.6
0.7
0.8
0.7
0.7
0.7
0.7
0.8
0.8
0.7
0.7
0.6
0.7
0.7
0.8
0.9
0.8
0.8
0.8
0.8
0.3
0.3
0.4
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.3
0.3
0.6
0.9
0.8
0.9
1.0
1.0
0.8
0.7
0.6
0.6
0.5
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.4
0.9
1.4
1.3
1.6
1.6
1.4
1.2
1.0
0.8
0.7
0.6
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
1.4
2.1
2.2
2.5
2.4
2.0
1.6
1.3
1.0
0.8
0.7
0.6
0.6
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.8
2.1
2.6
3.1
3.4
3.0
2.5
2.1
1.7
1.3
1.1
0.9
0.8
0.8
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
1.3
2.9
3.4
4.0
4.4
3.9
3.3
2.6
2.1
1.6
1.3
1.2
1.1
1.1
1.1
1.0
1.0
0.9
0.9
0.8
0.8
0.8
0.7
0.7
0.6
0.6
0.5
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.5
0.5
0.6
0.6
0.7
0.7
0.8
0.8
0.9
0.9
1.0
1.0
1.1
1.1
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.2
1.2
1.4
2.0
4.5
4.9
4.9
5.4
5.1
3.9
3.0
2.3
1.9
1.6
1.5
1.5
1.5
1.5
1.5
1.4
1.3
1.3
1.2
1.1
1.1
1.0
0.9
0.8
0.7
0.6
0.6
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.6
0.6
0.7
0.8
0.9
1.0
1.0
1.1
1.2
1.2
1.3
1.4
1.5
1.5
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
2.3
2.7
6.3
6.8
6.1
6.0
5.7
4.3
3.3
2.6
2.3
2.1
2.0
2.0
2.1
2.1
2.0
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
0.9
0.8
0.7
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.7
0.8
0.9
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9
2.0
2.1
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.7
2.5
6.8
7.4
6.6
6.2
6.0
4.6
3.7
3.1
2.8
2.6
2.6
2.6
2.7
2.7
2.6
2.5
2.4
2.3
2.1
2.0
1.9
1.7
1.6
1.4
1.2
1.0
0.9
0.8
0.7
0.6
0.6
0.6
0.6
0.7
0.7
0.8
0.9
1.1
1.2
1.4
1.6
1.7
1.9
2.0
2.2
2.3
2.4
2.5
2.7
2.8
2.8
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.0
2.6
5.6
6.3
6.0
6.5
6.3
5.1
4.2
3.7
3.3
3.2
3.2
3.2
3.2
3.2
3.2
3.1
3.0
2.8
2.7
2.5
2.3
2.1
1.9
1.7
1.4
1.2
1.1
1.0
0.9
0.8
0.8
0.8
0.8
0.8
0.9
1.0
1.1
1.3
1.5
1.7
1.9
2.1
2.3
2.5
2.7
2.9
3.0
3.2
3.3
3.4
3.5
3.5
3.6
3.6
3.6
3.6
3.6
3.7
3.6
3.7
3.6
1.5
2.0
4.0
4.7
5.3
6.0
5.8
5.2
4.7
4.2
3.9
3.8
3.7
3.7
3.8
3.8
3.7
3.6
3.5
3.3
3.2
3.0
2.8
2.5
2.3
2.0
1.7
1.5
1.3
1.2
1.1
1.0
1.0
1.0
1.0
1.0
1.1
1.2
1.4
1.6
1.8
2.0
2.3
2.5
2.8
3.0
3.2
3.4
3.6
3.7
3.9
4.0
4.1
4.1
4.2
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
1.3
1.7
3.3
4.0
4.8
5.4
5.3
5.0
4.8
4.6
4.4
4.3
4.3
4.3
4.3
4.3
4.3
4.2
4.1
3.9
3.7
3.5
3.2
2.9
2.6
2.3
2.0
1.8
1.6
1.4
1.3
1.2
1.2
1.2
1.2
1.3
1.4
1.5
1.7
1.9
2.1
2.4
2.7
3.0
3.2
3.5
3.8
4.0
4.2
4.3
4.5
4.6
4.7
4.8
4.8
4.9
5.0
5.0
5.0
5.0
5.0
5.0
4.9
1.2
1.4
2.7
3.6
4.1
4.8
4.9
4.8
4.7
4.7
4.8
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.5
4.4
4.1
3.8
3.6
3.3
3.0
2.6
2.3
2.1
1.8
1.7
1.6
1.5
1.4
1.4
1.5
1.5
1.6
1.8
1.9
2.2
2.4
2.7
3.0
3.3
3.6
3.8
4.2
4.4
4.6
4.8
4.9
5.0
5.1
5.2
5.3
5.4
5.4
5.5
5.5
5.5
5.5
5.4
5.3
1.1
1.4
2.3
3.2
3.4
4.0
4.4
4.5
4.7
4.9
5.0
5.1
5.0
4.9
4.8
4.8
4.9
5.0
5.0
4.8
4.6
4.2
3.9
3.6
3.2
2.9
2.6
2.4
2.1
2.0
1.8
1.7
1.6
1.6
1.7
1.8
1.9
2.1
2.2
2.5
2.7
3.1
3.3
3.6
3.9
4.2
4.6
4.9
5.1
5.2
5.3
5.3
5.4
5.5
5.6
5.7
5.9
6.0
6.1
6.1
6.0
5.8
5.7
1.1
1.4
2.0
2.7
2.9
3.4
3.9
4.2
4.4
4.8
5.0
5.1
5.1
5.0
5.0
5.0
5.0
5.1
5.2
5.1
4.8
4.4
4.0
3.8
3.5
3.2
2.9
2.7
2.5
2.3
2.2
2.0
1.9
1.8
1.9
2.1
2.2
2.4
2.6
2.8
3.1
3.4
3.6
3.8
4.1
4.4
4.8
5.1
5.4
5.5
5.5
5.5
5.6
5.6
5.7
5.9
6.1
6.2
6.3
6.3
6.2
6.0
5.9
1.0
1.3
1.8
2.3
2.7
3.1
3.4
3.9
4.2
4.7
5.1
5.2
5.2
5.0
5.0
5.0
5.1
5.3
5.4
5.3
5.0
4.6
4.2
3.9
3.7
3.5
3.3
3.0
2.8
2.6
2.4
2.2
2.0
2.0
2.2
2.3
2.5
2.7
2.9
3.1
3.4
3.6
3.8
3.9
4.1
4.5
4.9
5.3
5.6
5.7
5.6
5.6
5.6
5.7
5.8
6.0
6.2
6.4
6.6
6.5
6.4
6.1
5.9
0.9
1.2
1.6
2.0
2.4
2.8
3.1
3.5
3.8
4.3
4.7
4.8
4.9
4.8
4.8
4.8
4.9
5.0
5.1
5.0
4.7
4.4
4.1
3.9
3.7
3.6
3.4
3.1
2.9
2.7
2.5
2.3
2.1
2.1
2.2
2.5
2.7
2.9
3.1
3.3
3.6
3.7
3.8
3.9
4.1
4.4
4.7
5.1
5.4
5.4
5.4
5.4
5.4
5.5
5.5
5.8
5.9
6.0
6.2
6.1
6.0
5.8
5.7
0.8
1.1
1.4
1.8
2.2
2.5
2.8
3.1
3.1
3.4
3.7
3.8
4.0
4.0
4.2
4.2
4.1
4.2
4.1
4.1
4.0
3.8
3.7
3.6
3.6
3.6
3.5
3.3
3.2
2.9
2.6
2.4
2.2
2.2
2.4
2.6
2.9
3.1
3.4
3.6
3.7
3.6
3.6
3.7
3.7
3.9
4.0
4.3
4.5
4.5
4.7
4.7
4.7
4.8
4.8
5.0
5.1
5.1
5.3
5.2
5.2
5.1
4.9
0.7
1.0
1.4
1.8
2.2
2.6
2.9
3.0
2.8
3.1
3.3
3.5
3.8
3.8
3.9
4.0
3.9
4.0
3.8
3.8
3.7
3.6
3.6
3.5
3.5
3.6
3.6
3.6
3.4
3.0
2.6
2.4
2.3
2.3
2.4
2.6
2.9
3.3
3.6
3.8
3.7
3.6
3.6
3.6
3.6
3.7
3.8
4.0
4.3
4.3
4.5
4.5
4.6
4.7
4.7
4.8
4.8
4.9
5.0
4.9
4.9
4.8
4.7
0.7
1.0
1.4
1.9
2.4
2.8
3.1
3.2
2.7
3.1
3.4
3.5
3.7
3.7
3.8
3.9
3.8
3.9
3.9
3.8
3.7
3.5
3.4
3.3
3.4
3.5
3.7
3.8
3.5
3.0
2.5
2.3
2.2
2.2
2.2
2.5
2.9
3.4
3.8
3.9
3.7
3.5
3.4
3.5
3.5
3.6
3.8
4.0
4.3
4.3
4.4
4.4
4.5
4.6
4.6
4.7
4.7
4.8
5.0
4.9
4.9
4.7
4.6
0.7
1.1
1.6
2.1
2.7
3.2
3.5
3.5
2.7
3.0
3.3
3.5
3.7
3.7
3.8
3.9
3.8
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.4
3.8
4.0
3.7
3.0
2.4
2.1
2.1
2.1
2.1
2.3
2.8
3.5
4.1
4.0
3.7
3.4
3.3
3.5
3.5
3.6
3.8
3.9
4.2
4.2
4.4
4.4
4.5
4.6
4.7
4.8
4.8
4.8
4.9
4.9
4.9
4.8
4.7
0.8
1.1
1.7
2.4
2.9
3.1
2.9
2.0
0.7
1.1
1.6
2.4
2.7
3.0
2.7
1.6
0.7
0.9
1.4
2.0
2.7
2.9
2.9
2.0
0.5
0.8
1.3
2.0
2.4
2.9
3.1
3.0
0.5
0.7
1.2
1.8
2.2
2.7
2.9
3.7
0.4
0.7
1.1
1.8
2.2
2.8
2.9
3.0
0.4
0.6
1.1
1.6
2.3
2.6
2.8
2.1
0.3
0.6
0.9
1.6
2.1
2.4
2.2
1.8
0.3
0.5
0.9
1.4
1.9
2.1
2.2
1.8
0.2
0.5
0.8
1.2
1.7
2.0
2.1
1.7
0.2
0.5
0.8
1.2
1.7
2.0
2.1
1.7
0.2
0.4
0.9
1.4
1.8
2.1
2.2
1.8
0.2
0.4
0.9
1.5
2.0
2.3
2.2
1.8
0.3
0.8
1.5
2.2
2.5
2.8
2.1
0.3
0.8
1.4
2.0
2.7
2.9
2.8
0.3
0.8
1.5
2.0
2.6
3.0
3.8
0.3
0.8
1.5
2.0
2.7
3.0
3.2
0.3
0.8
1.5
2.1
2.6
2.8
2.2
0.4
0.9
1.6
2.1
2.5
2.5
1.9
0.2
0.4
0.9
1.4
1.9
2.2
2.3
1.9
0.2
0.5
0.9
1.3
1.8
2.2
2.2
1.8
0.2
0.5
0.9
1.3
1.8
2.2
2.2
1.8
0.2
0.4
0.9
1.4
1.9
2.2
2.3
1.9
0.4
0.9
1.6
2.1
2.5
2.4
1.9
0.3
0.8
1.5
2.2
2.5
2.8
2.2
0.3
0.7
1.4
2.0
2.7
2.9
3.1
0.3
0.8
1.4
2.0
2.5
3.0
3.7
0.3
0.7
1.4
1.9
2.6
2.8
2.9
0.3
0.7
1.4
2.0
2.3
2.6
2.0
0.3
0.8
1.4
1.9
2.2
2.0
1.7
0.4
0.7
1.2
1.6
1.8
1.9
1.6
0.2
0.4
0.7
1.0
1.4
1.6
1.7
1.3
0.2
0.4
0.6
0.9
1.3
1.5
1.5
1.2
0.2
0.4
0.7
0.9
1.3
1.5
1.6
1.2
0.2
0.4
0.7
1.1
1.4
1.7
1.7
1.4
0.4
0.8
1.3
1.7
1.8
1.9
1.7
0.3
0.7
1.4
1.9
2.4
2.4
1.8
0.3
0.7
1.4
2.0
2.4
2.6
2.1
0.3
0.7
1.3
1.9
2.5
2.9
3.3
0.3
0.7
1.3
1.9
2.5
2.9
3.7
0.3
0.7
1.3
1.9
2.5
2.7
2.6
0.3
0.7
1.3
1.9
2.2
2.6
2.0
0.3
0.7
1.2
1.6
1.9
1.8
1.6
0.3
0.6
1.0
1.3
1.5
1.6
1.4
0.3
0.5
0.7
1.0
1.2
1.3
1.0
0.2
0.4
0.5
0.7
0.9
0.9
0.7
0.2
0.3
0.5
0.6
0.7
0.7
0.6
0.3
0.4
0.7
1.0
1.2
1.4
1.7
1.8
1.7
2.1
2.6
3.0
2.9
2.4
2.1
1.9
1.9
1.9
2.0
2.3
2.9
3.2
2.9
2.4
2.1
2.0
2.1
2.2
2.5
3.0
3.6
3.8
3.5
3.1
3.0
3.0
3.1
3.1
3.1
3.2
3.3
3.6
3.7
3.9
4.1
4.1
4.2
4.1
4.0
4.0
3.7
3.6
3.3
3.0
2.8
2.6
2.4
3.8
10.0
5.2
9.4
5.1
9.9
0.3
0.5
1.0
1.4
1.5
1.8
2.0
2.1
2.1
2.3
2.8
3.1
3.1
2.6
2.3
2.1
2.1
2.1
2.3
2.6
3.0
3.3
3.1
2.6
2.3
2.2
2.2
2.4
2.6
3.1
3.7
3.8
3.5
3.2
3.1
3.0
3.1
3.1
3.1
3.2
3.3
3.6
3.7
3.8
4.0
4.0
4.1
4.1
4.0
3.9
3.7
3.5
3.2
2.9
2.7
2.5
2.3
3.7
10.7
4.9
10.0
4.8
10.6
0.4
0.6
1.3
1.9
2.0
2.4
2.6
2.5
2.5
2.6
2.9
3.0
2.9
2.7
2.3
2.2
2.2
2.2
2.4
2.6
2.9
3.1
2.9
2.7
2.4
2.3
2.4
2.5
2.7
3.1
3.5
3.6
3.5
3.3
3.2
3.1
3.1
3.1
3.1
3.3
3.3
3.6
3.7
3.8
4.1
4.0
4.1
4.1
4.0
4.0
3.7
3.5
3.2
2.9
2.8
2.5
2.3
4.3
11.1
6.4
10.5
6.3
11.0
0.6
0.6
1.8
2.5
2.8
3.3
3.2
3.0
2.8
2.8
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.3
2.4
2.5
2.6
2.7
2.6
2.5
2.4
2.4
2.4
2.5
2.7
2.9
3.1
3.3
3.3
3.3
3.3
3.2
3.2
3.1
3.2
3.3
3.3
3.6
3.7
3.9
4.1
4.0
4.2
4.1
4.0
4.0
3.7
3.5
3.3
2.9
2.8
2.5
2.3
3.6
9.7
4.6
9.1
4.5
9.6
0.7
0.9
2.5
2.9
3.6
4.0
3.7
3.3
3.0
2.8
2.6
2.3
2.2
2.2
2.1
2.0
2.0
2.0
2.2
2.3
2.3
2.3
2.3
2.3
2.2
2.1
2.2
2.3
2.5
2.7
2.8
2.9
3.0
3.1
3.1
3.1
3.1
3.2
3.2
3.4
3.5
3.7
3.8
4.0
4.1
4.2
4.3
4.2
4.1
4.0
3.8
3.6
3.3
3.1
2.9
2.6
2.4
4.2
10.6
6.0
10.0
5.9
10.5
0.9
1.4
3.3
3.8
4.2
4.7
4.3
3.7
3.1
2.7
2.3
2.0
1.9
1.9
1.8
1.8
1.8
1.8
1.9
2.0
2.0
1.9
2.0
2.0
1.9
1.9
2.0
2.1
2.2
2.4
2.5
2.6
2.7
2.9
2.9
3.0
3.0
3.1
3.2
3.4
3.5
3.7
3.9
4.0
4.2
4.2
4.3
4.3
4.2
4.1
3.8
3.7
3.4
3.1
2.9
2.7
2.4
2.4
2.6
1.6
2.0
1.5
2.5
1.5
2.1
5.0
5.3
4.9
5.4
5.0
3.8
3.0
2.4
1.9
1.6
1.5
1.5
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.7
1.7
1.7
1.7
1.8
2.0
2.0
2.1
2.2
2.4
2.6
2.7
2.8
2.9
3.0
3.1
3.3
3.5
3.6
3.8
3.9
4.1
4.1
4.2
4.1
4.1
3.9
3.8
3.6
3.4
3.2
3.0
2.8
2.6
2.4
2.0
1.9
1.7
1.8
1.9
2.4
2.7
6.4
6.5
5.7
5.5
4.9
3.6
2.6
2.0
1.6
1.3
1.2
1.2
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.4
1.4
1.5
1.5
1.6
1.7
1.8
1.9
2.0
2.2
2.4
2.5
2.7
2.8
3.0
3.1
3.3
3.5
3.6
3.7
3.8
3.9
4.0
3.9
3.8
3.7
3.6
3.4
3.2
3.0
2.9
2.7
2.6
2.4
2.3
2.2
2.2
2.3
2.3
2.2
2.6
6.3
6.3
5.5
5.4
4.9
3.4
2.5
1.8
1.3
1.1
1.0
1.0
1.0
1.1
1.1
1.1
1.1
1.0
1.0
1.0
1.0
1.0
1.1
1.2
1.2
1.3
1.3
1.4
1.4
1.6
1.7
1.9
2.1
2.2
2.4
2.5
2.7
2.8
3.0
3.1
3.3
3.4
3.5
3.6
3.6
3.6
3.5
3.4
3.2
3.1
2.9
2.8
2.6
2.5
2.4
2.3
2.3
2.2
2.2
2.2
2.2
1.3
1.9
4.6
4.8
4.7
5.1
4.7
3.4
2.4
1.7
1.2
0.9
0.8
0.8
0.8
0.8
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
1.0
1.0
1.0
1.1
1.2
1.3
1.4
1.6
1.8
1.9
2.1
2.2
2.3
2.5
2.6
2.8
2.9
3.0
3.1
3.2
3.2
3.2
3.1
3.0
2.9
2.8
2.6
2.5
2.3
2.2
2.1
2.1
2.0
2.0
1.9
2.0
2.0
0.8
1.2
3.0
3.3
3.8
4.3
3.7
3.0
2.3
1.7
1.2
0.9
0.7
0.6
0.6
0.6
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
0.9
1.0
1.2
1.3
1.5
1.6
1.8
1.9
2.0
2.1
2.3
2.4
2.5
2.6
2.7
2.8
2.8
2.8
2.7
2.6
2.5
2.4
2.3
2.1
2.0
1.9
1.8
1.8
1.7
1.7
1.7
1.7
1.7
0.6
0.7
2.2
2.5
3.1
3.4
2.9
2.4
1.9
1.5
1.1
0.8
0.6
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.7
0.8
0.9
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.9
2.0
2.1
2.2
2.3
2.3
2.3
2.3
2.3
2.2
2.1
2.0
1.9
1.7
1.6
1.5
1.5
1.4
1.4
1.4
1.4
1.4
1.4
0.4
0.5
1.5
2.1
2.3
2.6
2.4
2.0
1.6
1.2
1.0
0.7
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.6
0.7
0.8
0.9
1.0
1.1
1.2
1.3
1.4
1.5
1.6
1.6
1.7
1.8
1.8
1.8
1.8
1.8
1.7
1.7
1.6
1.5
1.4
1.3
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.1
0.3
0.4
1.1
1.6
1.5
1.8
1.8
1.6
1.3
1.1
0.9
0.7
0.5
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.5
0.6
0.6
0.7
0.8
0.9
0.9
0.9
1.0
1.1
1.1
1.2
1.2
1.3
1.3
1.4
1.3
1.3
1.3
1.2
1.1
1.0
1.0
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.2
0.3
0.8
1.3
1.2
1.5
1.5
1.5
1.3
1.0
0.9
0.7
0.5
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.9
0.9
1.0
1.0
1.0
1.0
0.9
0.8
0.8
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.2
0.3
0.9
1.4
1.3
1.6
1.7
1.5
1.3
1.1
0.9
0.8
0.6
0.5
0.4
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.7
0.7
0.7
0.6
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.3
0.4
1.3
1.8
1.9
2.2
2.1
1.8
1.5
1.3
1.1
0.9
0.8
0.6
0.5
0.5
0.4
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.4
0.4
0.5
0.5
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.5
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.5
0.5
0.5
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.5
0.5
1.8
2.2
2.7
2.9
2.6
2.2
1.8
1.6
1.4
1.2
1.1
0.9
0.8
0.7
0.7
0.8
0.9
0.9
0.8
0.8
0.8
0.8
0.9
0.9
0.8
0.7
0.7
0.7
0.8
0.9
0.9
0.9
0.8
0.9
0.9
0.9
0.9
0.8
0.7
0.7
0.8
0.9
0.9
0.9
0.8
0.8
0.9
0.9
0.9
0.9
0.8
0.7
0.7
0.8
0.9
0.9
0.9
0.8
0.8
0.9
0.9
0.6
0.9
2.6
2.9
3.4
3.8
3.2
2.7
2.2
1.8
1.6
1.5
1.5
1.4
1.2
1.1
1.2
1.3
1.3
1.2
1.1
1.0
1.0
1.1
1.2
1.3
1.3
1.2
1.1
1.2
1.3
1.3
1.2
1.1
1.1
1.1
1.2
1.3
1.3
1.3
1.2
1.2
1.3
1.3
1.3
1.2
1.1
1.0
1.1
1.2
1.3
1.3
1.2
1.1
1.2
1.3
1.3
1.3
1.1
1.1
1.1
1.2
1.3
1.0
1.6
3.8
4.0
4.2
4.6
4.2
3.1
2.4
2.0
1.8
1.8
1.9
2.0
1.9
1.8
1.9
2.0
1.9
1.6
1.4
1.3
1.3
1.4
1.6
1.9
2.0
1.9
1.8
1.9
2.0
1.9
1.6
1.5
1.4
1.4
1.6
1.8
2.0
2.0
1.8
1.9
2.0
2.0
1.7
1.5
1.4
1.3
1.4
1.6
1.8
2.0
1.9
1.8
1.9
2.0
1.9
1.7
1.5
1.4
1.4
1.5
1.7
1.8
2.2
5.6
5.8
5.0
5.0
4.6
3.2
2.4
2.1
2.0
2.2
2.4
2.8
2.9
2.8
2.9
2.9
2.5
2.1
1.8
1.6
1.6
1.8
2.0
2.4
2.9
2.9
2.8
2.9
2.9
2.4
2.1
1.9
1.7
1.8
2.0
2.3
2.7
2.9
2.8
2.9
2.9
2.7
2.2
1.9
1.7
1.7
1.8
2.0
2.4
2.8
2.9
2.8
2.9
2.9
2.5
2.1
1.9
1.7
1.8
1.9
2.2
2.4
2.4
6.4
6.4
5.4
5.0
4.4
3.1
2.3
2.1
2.4
2.6
3.1
3.8
4.4
4.3
4.4
4.1
3.2
2.5
2.2
1.8
1.8
2.1
2.5
3.1
4.0
4.4
4.3
4.4
3.9
3.1
2.5
2.2
2.0
2.1
2.4
2.8
3.6
4.3
4.3
4.4
4.2
3.4
2.7
2.3
2.0
1.8
2.1
2.5
3.0
3.8
4.4
4.3
4.4
4.1
3.2
2.6
2.3
2.0
2.0
2.3
2.7
1.6
2.1
5.3
5.5
4.8
5.0
4.5
3.1
2.4
2.2
2.4
3.0
3.6
4.4
5.0
4.9
5.0
4.6
3.7
2.9
2.3
1.8
1.7
2.2
2.9
3.7
4.5
5.0
4.9
5.0
4.4
3.6
2.9
2.3
1.9
2.1
2.7
3.3
4.1
4.9
5.0
5.0
4.8
4.0
3.2
2.5
1.9
1.8
2.2
2.8
3.5
4.3
5.0
4.9
5.0
4.6
3.8
3.0
2.4
1.9
2.0
2.6
3.1
0.9
1.4
3.4
3.7
4.0
4.4
3.9
3.0
2.4
2.1
2.3
2.8
3.4
4.0
4.8
5.3
5.0
4.2
3.4
2.7
2.0
1.5
1.4
2.0
2.6
3.4
4.1
4.9
5.3
4.8
4.1
3.3
2.6
2.0
1.6
1.8
2.4
3.1
3.7
4.5
5.2
5.2
4.4
3.6
2.9
2.2
1.6
1.5
1.9
2.5
3.2
4.0
4.7
5.3
5.0
4.2
3.4
2.7
2.1
1.6
1.7
2.2
2.9
0.6
0.8
2.4
2.7
3.2
3.5
3.0
2.5
2.2
2.1
2.3
2.5
2.8
3.7
5.4
6.3
5.7
4.0
2.9
2.2
1.9
1.6
1.5
1.9
2.2
2.8
3.9
5.6
6.3
5.5
3.7
2.7
2.2
1.9
1.7
1.8
2.1
2.5
3.3
4.9
6.1
6.0
4.5
3.1
2.4
2.0
1.7
1.6
1.8
2.1
2.7
3.6
5.4
6.3
5.7
4.0
2.9
2.3
2.0
1.7
1.8
2.0
2.4
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SEM
SH
SH
SH
SF
SF
SF
SF
SG
SG
SG
SG
SD
SD
SD
SD
SD
SD
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SB
SB
SB
SB
SB
SC
SC
SC
SC
SC
SC
SC
SJ
SJ
SJ
SJ
SF
2929.COM
ARCHITECTURE GROUP
JOE R. RAMIREZ RD AND DYSART RD.
EL MIRAGE, AZ
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
Revisions
CAVCO INDUSTRIES
20010ES111.dwg
SITE
PHOTOMETRIC
PLAN
ES111
2929.COM
ARCHITECTURE GROUP
JOE R. RAMIREZ RD AND DYSART RD.
EL MIRAGE, AZ
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
Revisions
CAVCO INDUSTRIES
20010ES112.dwg
LUMINAIRE
SCHEDULE
AND DETAIL
ES112
Luminaire Schedule
Label
Manufacturer
Catalog Number
Description
Lamp
Number
Lamps
Lumens Per
Lamp
Light Loss
Factor
Wattage
SA
Lithonia Lighting
(2)DSX1 LED P7 40K T5W MVOLT/
22.5' POLE ON 2.5' BASE
DSX1 LED P7 40K
T5W MVOLT
LED
1
21384
0.91
366
SB
Lithonia Lighting
DSX1 LED P7 40K BLC MVOLT/
22.5' POLE ON 2.5' BASE
DSX1 LED P7 40K
BLC MVOLT
LED
1
16998
0.91
183
SC
Lithonia Lighting
DSX2 LED P5 40K TFTM MVOLT/
22.5' POLE ON 2.5' BASE
DSX2 LED P5 40K
TFTM MVOLT
LED
1
37949
0.91
321
SD
Gotham
Architectural
Lighting
EVO 40/25 6AR MD LSS EZ1
4000K, 2500LM,
CRI80, 6IN CLEAR,
MED DIST, SEMI-
SPEC
LED
1
2694
0.91
29.5
SDE
Gotham
Architectural
Lighting
EVO 40/25 6AR MD LSS EZ1
4000K, 2500LM,
CRI80, 6IN CLEAR,
MED DIST, SEMI-
SPEC
LED
1
2694
0.91
29.5
SEM
Lithonia Lighting
AFF FCT
AFF premium FCT
(Forward Throw)
LED,
Forward
throw
1
451
0
5.48
SF
Lithonia Lighting
DSX1 LED P9 40K T4M MVOLT
WBA35'
DSX1 LED P9 40K
T4M MVOLT
LED
1
26996
0.91
241
SG
Lithonia Lighting
DSX0 LED P7 40K T3M MVOLT
WBA25'
DSX0 LED P7 40K
T3M MVOLT
LED
1
17831
0.91
166
SH
Lithonia Lighting
DSXSC LED 30C 1000 40K T5M
MVOLT
DSX SURFACE
CANOPY FIXTURE
WITH 3 LIGHT
ENGINES, 1000mA
DRIVER, 4000K
LEDs, T5M OPTIC.
LED
1
11565
0.91
107
SJ
Lithonia Lighting
DSX1 LED P9 40K T4M MVOLT
WBA(TO SIDE OF CANOPY)
DSX1 LED P9 40K
T4M MVOLT
LED
1
26996
0.91
241
30"
REFER TO
STRUCTURAL
DRAWINGS
25'-0"
24" DIA.
W/90 MIN. EM BATTERY PACK
W/90 MIN. EM BATTERY PACK
2929.COM
ARCHITECTURE GROUP
JOE R. RAMIREZ RD AND DYSART RD.
EL MIRAGE, AZ
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
Revisions
CAVCO INDUSTRIES
20010ES113.dwg
LIGHT FIXTURE
CUTSHEETS
ES113
2929.COM
ARCHITECTURE GROUP
JOE R. RAMIREZ RD AND DYSART RD.
EL MIRAGE, AZ
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
Revisions
CAVCO INDUSTRIES
20010ES114.dwg
LIGHT FIXTURE
CUTSHEETS
ES114
2929.COM
ARCHITECTURE GROUP
JOE R. RAMIREZ RD AND DYSART RD.
EL MIRAGE, AZ
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
Revisions
CAVCO INDUSTRIES
20010ES115.dwg
LIGHT FIXTURE
CUTSHEETS
ES115
2929.COM
ARCHITECTURE GROUP
JOE R. RAMIREZ RD AND DYSART RD.
EL MIRAGE, AZ
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
Revisions
CAVCO INDUSTRIES
20010ES116.dwg
LIGHT FIXTURE
CUTSHEETS
ES116
2929.COM
ARCHITECTURE GROUP
JOE R. RAMIREZ RD AND DYSART RD.
EL MIRAGE, AZ
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
Revisions
CAVCO INDUSTRIES
20010ES117.dwg
LIGHT FIXTURE
CUTSHEETS
ES117
2929.COM
ARCHITECTURE GROUP
JOE R. RAMIREZ RD AND DYSART RD.
EL MIRAGE, AZ
4600
EAST INDIAN SCHOOL RD
PHOENIX, ARIZONA 85018
602-840-2929 P
602-840-6646 F
Revisions
CAVCO INDUSTRIES
20010ES118.dwg
LIGHT FIXTURE
CUTSHEETS
ES118