DDW-2024-006543

March 13, 2024
Tim Davis
Director of Utah Division of Drinking Water
P.O. Box 144830
Salt Lake City, UT 84114-4830
Dear Director,
Subject: Letter of Exception for Sewer Vertical Distance, Springville City System # 25005
Ryan Selee, P.E., Project Engineer, [e-mail], 801-960-5117 is requesting
and exception to R309 550-7 as a representative for the Springville Water System.
Springville City is constructing a new sewer line extending from Main Street (US-89) to 425
West on 650 North in Springville City to improve sewer service at the Main Street connection.
The alignment for the new sewer line crosses existing water lines and other utilities at several
locations. In addition, the sewer line is shallow at the west end of the alignment to allow for the
connection to the existing sewer. This alignment was selected because 650 North provides the
most convenient corridor to install this new sewer line and gravity flow a large portion of flow
that is being serviced by a sewer lift station that has caused problems in the past with
overfilling and flooding.
The project will use the City’s construction standards; however, there are locations where the
vertical distance requires an exception from DDW due to the proposed sewer depth and
crossings of the existing water lines, which conflicts with Utah Administrative Code R309 550-
7.1.a, which calls for “a minimum vertical clearance of 18 inches with the waterline being
above.” Due to the depth of the proposed sewer, the existing water line will need to be looped
below the sewer line at the crossings rather than being above the sewer.
The sewer line cover depth at the crossings are shown below. A copy of the sewer line
construction drawings has been included with this submittal for reference.
Engineer’s
Seal Goes
Here
03/13/2024
3/13/2024
Page 2
Table 1. Sewer cover depths at crossings.
Crossing Station Sewer Cover
0+90.60 3.75’
3+61.27 1.75’
4+80.341 2.50’
6+10.16 3.00’
9+98.75 3.50’
15+96.05 4.20’
Due to the minimum sewer depths, the water line cannot cross over the sewer line and provide
the required minimum cover over the waterline and 18” separation from sewer. At the
crossings, the existing water lines will be looped per City standards. See the standard detail in
the construction drawings showing these crossings.
These crossings will consist of a 20-foot-long steel casing pipe installed around the waterline,
with the casing being centered at the sewer crossing. A minimum vertical separation of 18-
inches will be provided between the sewer and water lines.
The new sewer line will consist of a 12” SDR 35 PVC pipe. The sewer pipe will be gravity flow
only. The water line within the conflict area will be new C-900 SDR 18 PVC pipe with a steel
casing. Geotechnical investigations and utility exploratory excavations have been conducted
along the alignment and no ground water has been encountered or expected to be
encountered on this project.
To mitigate any potential concerns, it is proposed to install the water line in a steel casing under
the sewer line at the crossings and provide a minimum separation between pipes of 18-inches.
The water line will not have any joint within 10 feet of the sewer. This should be sufficient to
protect the waterline due to the lack of cover to cross over the sewer lines.
We hope that this proposed application is acceptable by DDW to grant an exception.
Sincerely,
JONES & DeMILLE ENGINEERING, INC.
Ryan Selee, P.E.
3/13/2024
4520
4530
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SMH #1
STA: 0+00.0
RIM: 4533.42
INV IN: 4529.68 10" (E)
(HGL APPROX 4529.8)
(VERIFY EX. PIPE INVERTS)
SMH #2
STA: 1+7.83
RIM: 4534.52
INV IN: 4530.42 12" (E)
INV OUT: 4529.79 12" (W)
SMH #3
STA: 3+79.09
RIM: 4534.44
INV IN: 4531.42 12" (E)
INV OUT: 4531.32 12" (W)
SCALE:
VERT. 1" = 10'
HORZ. 1" = 40'
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5' PRECAST PERFECT MANHOLE WITH TEE
TROUGH. FLAT LID, NO CONE SECTION COLLAR
SIZE OF LID.
60" SEWER MANHOLE, SEE SPRINGVILLE
STANDARD DETAIL SS-01
REPLACE CURB BOX. REPLACE SD PIPE WITH
18" OF COVER. PROVIDE FOAM BLOCK
BETWEEN SD AND SEWER REQUIRED IF THERE
IS LESS THAN 6" CLEARANCE.
4'x4' STORM DRAIN CONFLICT BOX, SEE DETAIL
A1 SHEET C-502
5'X5' STORM DRAIN CONFLICT BOX, SEE DETAIL
A1 SHEET C-502
REMOVE AND REPLACE CURB AND GUTTER
JOINT TO JOINT, SEE SPRINGVILLE STANDARD
DETAIL RD-04
REMOVE AND REPLACE CONCRETE CROSS
GUTTER JOINT TO JOINT, SEE SPRINGVILLE
STANDARD DETAIL RD-04
REMOVE AND REPLACE 6" CONCRETE
SIDEWALK JOINT TO JOINT, SEE SPRINGVILLE
STANDARD DETAIL RD-04
LOOP CULINARY WATERLINE UNDER SEWER
LINE, SEE SPRINGVILLE CITY STANDARD DETAIL
PS-13
REMOVE EXISTING FIRE HYDRANT AND VALVE.
CAP/PLUG AT TEE
CONNECT TO EXISTING PIPE FOR NEW VALVE,
PIPING AND FIRE HYDRANT WITH HOT TAP, SEE
SPRINGVILLE STANDARD DETAIL PS-05
48" PRECAST SEWER MANHOLE ON EXISTING
LINE, SEE SPRINGVILLE STANDARD DETAIL
SS-01
SPADE AND REPLANT TREES 8' TO THE NORTH,
SEE SPRINGVILLE STANDARD DETAIL GN-03
BOUNDS OF TEMPORARY CONSTRUCTION
EASEMENT, INSTALL TEMPORARY FENCING
REMOVE AND REPLACE 6' CHAIN LINK FENCE
WITH PRIVACY SLATS (MATCH EXISTING)
WATER LATERAL LOOP
LOOP PRESSURE IRRIGATION UNDER SEWER
LINE SIMILAR TO SPRINGVILLE STANDARD
DETAIL PS-13 OPTION 2 WITH 12" CLEARANCE
2
1
3
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6
7
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11
12
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SCOPE OF WORK
15
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17
18
NOTE:
CONTRACTOR IS RESPONSIBLE TO FIELD VERITY ALL
POTENTIAL CONFLICTS AND NOTIFY STAKEHOLDERS.
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Utility Notification Center, Inc.
1-800-662-4111
www.bluestakes.org
Dig Safely.Know what'sbelow.Callbefore you dig.
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
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EXISTING GROUND
EXISTING 10" PVC FORCED SEWER LINE
EXISTING 24" CONCRETE SEWER LINE
EXISTING 24" CONCRETE SEWER LINE
EXISTING 18" CONCRETE STORM DRAIN
RAILROAD CROSSING RECEIVING PIT
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EXISTING 54" X 76" SEWER BOX
RIM ELEV 4533.27'
INV OUT WEST 4528.3'
INV IN NORTH 4528.7'
INV IN SOUTH 4528.7'
INV IN NORTH 4530.02'
1
(SMH #1)
EX. SANITARY
SEWER MANHOLE
RIM ELEV 4534.84'
INV ELEV 4525.7'
STORM DRAIN INLET
GRATE ELEV 4533.61'
INV ELEV 4529.6'
STORM DRAIN MANHOLE
RIM ELEV 4534.5'
INV ELEV 4529.8'
REMOVE SDMH &PIPE. REPLACE AFTER
BORE COMPLETION. BYPASS SD AS
NEEDED FLOWING TO THE NORTH
EXISTING 8" SEWERLINE
650 NORTH
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EXISTING 18" CONCRETE STORM DRAIN LINE
EXISTING 24" CONCRETE
STORM DRAIN LINE 7 8
2
SMH #3
EXISTING 8" DI WATERLINE
EXISTING PRESSURE
IRRIGATION LINE
RAILROAD CROSSING BORING PIT
10
2 (SMH #2)
5
EXISTING 12" WATERLINE
EXISTING 8" SEWERLINE
EXISTING 8" SEWERLINE
EXISTING 18" CONCRETE
STORM DRAIN LINEUP
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STA: 1+16.14
STORM DRAIN
CONFLICT MANHOLE
10' OF 12" SDR 26 PVC
THROUGH CONFLICT BOX
CASING FOR RAILROAD
CROSSING SEE C-502
257.5' OF 12" SDR 35 PVC @ 0.33%
19' OF 12" SDR 35 PVC @ 0.33%
RAILROAD RIGHT-OF-WAY
SMH #1
9
7
CAP AND ABANDON 24" PIPE AT SMH #1
17 18
10
4520
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VERT. 1" = 10'
HORZ. 1" = 40'
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SMH
EXISTING 6" WATERLINE
5' PRECAST PERFECT MANHOLE WITH TEE
TROUGH. FLAT LID, NO CONE SECTION COLLAR
SIZE OF LID.
60" SEWER MANHOLE, SEE SPRINGVILLE
STANDARD DETAIL SS-01
REPLACE CURB BOX. REPLACE SD PIPE WITH
18" OF COVER. PROVIDE FOAM BLOCK
BETWEEN SD AND SEWER REQUIRED IF THERE
IS LESS THAN 6" CLEARANCE.
4'x4' STORM DRAIN CONFLICT BOX, SEE DETAIL
A1 SHEET C-502
5'X5' STORM DRAIN CONFLICT BOX, SEE DETAIL
A1 SHEET C-502
REMOVE AND REPLACE CURB AND GUTTER
JOINT TO JOINT, SEE SPRINGVILLE STANDARD
DETAIL RD-04
REMOVE AND REPLACE CONCRETE CROSS
GUTTER JOINT TO JOINT, SEE SPRINGVILLE
STANDARD DETAIL RD-04
REMOVE AND REPLACE 6" CONCRETE
SIDEWALK JOINT TO JOINT, SEE SPRINGVILLE
STANDARD DETAIL RD-04
LOOP CULINARY WATERLINE UNDER SEWER
LINE, SEE SPRINGVILLE CITY STANDARD DETAIL
PS-13
REMOVE EXISTING FIRE HYDRANT AND VALVE.
CAP/PLUG AT TEE
CONNECT TO EXISTING PIPE FOR NEW VALVE,
PIPING AND FIRE HYDRANT WITH HOT TAP, SEE
SPRINGVILLE STANDARD DETAIL PS-05
48" PRECAST SEWER MANHOLE ON EXISTING
LINE, SEE SPRINGVILLE STANDARD DETAIL
SS-01
SPADE AND REPLANT TREES 8' TO THE NORTH,
SEE SPRINGVILLE STANDARD DETAIL GN-03
BOUNDS OF TEMPORARY CONSTRUCTION
EASEMENT, INSTALL TEMPORARY FENCING
REMOVE AND REPLACE 6' CHAIN LINK FENCE
WITH PRIVACY SLATS (MATCH EXISTING)
WATER LATERAL LOOP
LOOP PRESSURE IRRIGATION UNDER SEWER
LINE SIMILAR TO SPRINGVILLE STANDARD
DETAIL PS-13 OPTION 2 WITH 12" CLEARANCE
2
1
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK
15
16
17
18
NOTE:
CONTRACTOR IS RESPONSIBLE TO FIELD VERITY ALL
POTENTIAL CONFLICTS AND NOTIFY STAKEHOLDERS.
2/
1
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/
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C-102
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=

4
0
'
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111
www.bluestakes.org
Dig Safely.Know what'sbelow.Callbefore you dig.
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
CO
N
F
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M
A
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E

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E

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E

S
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C
-
1
0
3
400' OF 12" SDR 35 PVC @ 0.33%
EX. SANITARY
SEWER MANHOLE
RIM ELEV 4535.27'
INV ELEV 4527.6'
EX. STORM DRAIN
MANHOLE
RIM ELEV 4535.23'
INV ELEV 4531.0'7 7
9
EXISTING 8" WATERLINE
EXISTING PRESSURE
IRRIGATION LINE
650 NORTH
30
0

W
E
S
T
EX. STORM DRAIN INLET
GRATE ELEV 4537.47'
INV ELEV 4534.4'
EX. STORM DRAIN MANHOLE
RIM ELEV 4537.74'
INV ELEV 4531.5'
NEW INV ELEV 4534.37'
PLUG NORTH INV.
EX. SANITARY SEWER
MANHOLE
RIM ELEV 4538.01'
INV ELEV 4530.1'
EX. STORM DRAIN INLET
GRATE ELEV 4537.30'
INV ELEV 4533.4'
EX. STORM DRAIN INLET
GRATE ELEV 4537.41'
INV ELEV 4533.9'
EXISTING
GROUND
9
9
STA: 7+59.74
PROVIDE FOAM
BLOCK BETWEEN
PIPES AND FLOW FILL
AROUND SEWER LINE
10
10
18
4
POTENTIAL
CONFLICT
9' 15" RCP
STORM PIPE
INV ELEV
4534.47'
(S)
4520
4530
4540
4550
4520
4530
4540
4550
8+00
45
3
8
.
2
45
3
8
.
5
9+00
45
3
8
.
9
45
3
8
.
8
10+00
45
3
8
.
2
45
3
8
.
7
11+00
45
3
9
.
1
45
3
9
.
5
12+00
45
4
0
.
0
SMH #4
STA: 8+28.05'
RIM: 4538.39
INV IN: 4533.00 12" (E)
INV OUT: 4532.90 12" (W)
SMH #5
STA: 9+89.37
RIM: 4538.47
INV IN: 4533.63 12" (E)
INV OUT: 4533.53 12" (W)
EX
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5
3
1
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3
4
SCALE:
VERT. 1" = 10'
HORZ. 1" = 40'
EX
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S

L
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DE
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SMH
SDMH
SDMH
SDMH
M
M
M
SMH
SMH
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
SMH
SMH
SMH
20
.
0
0
'
15
.
0
0
'
7.
0
0
'
5' PRECAST PERFECT MANHOLE WITH TEE
TROUGH. FLAT LID, NO CONE SECTION COLLAR
SIZE OF LID.
60" SEWER MANHOLE, SEE SPRINGVILLE
STANDARD DETAIL SS-01
REPLACE CURB BOX. REPLACE SD PIPE WITH
18" OF COVER. PROVIDE FOAM BLOCK
BETWEEN SD AND SEWER REQUIRED IF THERE
IS LESS THAN 6" CLEARANCE.
4'x4' STORM DRAIN CONFLICT BOX, SEE DETAIL
A1 SHEET C-502
5'X5' STORM DRAIN CONFLICT BOX, SEE DETAIL
A1 SHEET C-502
REMOVE AND REPLACE CURB AND GUTTER
JOINT TO JOINT, SEE SPRINGVILLE STANDARD
DETAIL RD-04
REMOVE AND REPLACE CONCRETE CROSS
GUTTER JOINT TO JOINT, SEE SPRINGVILLE
STANDARD DETAIL RD-04
REMOVE AND REPLACE 6" CONCRETE
SIDEWALK JOINT TO JOINT, SEE SPRINGVILLE
STANDARD DETAIL RD-04
LOOP CULINARY WATERLINE UNDER SEWER
LINE, SEE SPRINGVILLE CITY STANDARD DETAIL
PS-13
REMOVE EXISTING FIRE HYDRANT AND VALVE.
CAP/PLUG AT TEE
CONNECT TO EXISTING PIPE FOR NEW VALVE,
PIPING AND FIRE HYDRANT WITH HOT TAP, SEE
SPRINGVILLE STANDARD DETAIL PS-05
48" PRECAST SEWER MANHOLE ON EXISTING
LINE, SEE SPRINGVILLE STANDARD DETAIL
SS-01
SPADE AND REPLANT TREES 8' TO THE NORTH,
SEE SPRINGVILLE STANDARD DETAIL GN-03
BOUNDS OF TEMPORARY CONSTRUCTION
EASEMENT, INSTALL TEMPORARY FENCING
REMOVE AND REPLACE 6' CHAIN LINK FENCE
WITH PRIVACY SLATS (MATCH EXISTING)
WATER LATERAL LOOP
LOOP PRESSURE IRRIGATION UNDER SEWER
LINE SIMILAR TO SPRINGVILLE STANDARD
DETAIL PS-13 OPTION 2 WITH 12" CLEARANCE
2
1
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK
15
16
17
18
NOTE:
CONTRACTOR IS RESPONSIBLE TO FIELD VERITY ALL
POTENTIAL CONFLICTS AND NOTIFY STAKEHOLDERS.
2/
1
3
/
2
0
2
4
C-103
65
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PR
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SHEET NO.
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AP
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PR
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1 2 3 4 5 6 7 8
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I
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1"

=

4
0
'
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111
www.bluestakes.org
Dig Safely.Know what'sbelow.Callbefore you dig.
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
CO
N
F
O
R
M
A
N
C
E

S
E
T
SE
E

S
H
E
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T

C
-
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0
2
SE
E

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T

C
-
1
0
4
BOUNDS OF TEMPORARY
CONSTRUCTION EASEMENT
BOUNDS OF PERMANENT
SEWER UTILITY EASEMENT
PROTECT EXISTING
DRINKING FOUNTAIN
14
14
2 (SMH #4)
9
CHURCH OF JESUS CHRIST
OF LATTER DAY SAINTS
672 NORTH 250 WEST
SPRINGVILLE, UT 84663EX. SANITARY SEWER MANHOLE
RIM ELEV 4538.68'
INV ELEV 4530.6'
EX. STORM DRAIN MANHOLE
RIM ELEV 4538.76'
INV ELEV 4531.1'
EX. STORM DRAIN INLET
GRATE ELEV 4537.02'
INV ELEV 4531.5'
EX. STORM DRAIN MANHOLE
RIM ELEV 4538.35'
INV ELEV 4531.4'
REMOVE AND REPLACE
STREET LIGHT 6' NORTH
(BY OTHERS)
9
7
6 7
9
2
(SMH #5)
7
EX. STORM DRAIN INLET
GRATE ELEV 4538.41'
INV ELEV 4531.6'
EXISTING GROUND
26' OF 12"
SDR 35 PVC
@ 0.33%STA: 9+80.11
STORM DRAIN
CONFLICT MANHOLE
10' OF 12" SDR 26
PVC THROUGH
CONFLICT MANHOLE
145' OF 12" SDR 35 PVC @ 0.33%208' OF 12" SDR 35 PVC @ 0.194%
FREEDOM PARK
SPRINGVILLE CITY
673 NORTH 250 WEST
SPRINGVILLE, UT 84663
25
0

W
E
S
T
650 NORTH
EXISTING PRESSURE
IRRIGATION LINE
EXISTING 24" CONCRETE
STORM DRAIN LINE
EXISTING
8" DIP
WATERLINE
EXISTING 18" CONCRETE
STORM DRAIN LINE
17
7
10
4520
4530
4540
4550
4520
4530
4540
4550
12+00
45
4
0
.
0
45
4
0
.
5
13+00
45
4
0
.
4
45
3
9
.
4
14+00
45
3
9
.
9
45
3
9
.
5
15+00
45
3
9
.
6
45
3
9
.
3
16+00
45
3
9
.
5
SMH #6
STA: 12+85.04
RIM: 4540.57
INV IN: 4534.20 12" (E)
INV OUT: 4534.20 12" (W)
SMH #7
STA: 14+6.71
RIM: 4540.08
INV IN: 4534.44 12" (E)
INV OUT: 4534.44 12" (W)
EX
I
S
T
I
N
G

6
"

W
A
T
E
R
L
I
N
E

DE
P
T
H

U
N
K
N
O
W
N
EX
I
S
T
I
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F
I
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L
I
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V
.

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L
E
V
.

4
5
3
2
.
4
6
SCALE:
VERT. 1" = 10'
HORZ. 1" = 40'
SMH #8
STA: 15+71.55
RIM: 4539.55
INV IN: 4534.76 12" (E)
INV OUT: 4534.76 12" (W)
EX
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M
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M
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12
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1
4
+
0
0
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+
0
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16
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0
1
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SMH
SMH
SMH
SMH
20
.
0
0
'
10
'
SMH
10
EXISTING 6"
WATERLINE
5' PRECAST PERFECT MANHOLE WITH TEE
TROUGH. FLAT LID, NO CONE SECTION COLLAR
SIZE OF LID.
60" SEWER MANHOLE, SEE SPRINGVILLE
STANDARD DETAIL SS-01
REPLACE CURB BOX. REPLACE SD PIPE WITH
18" OF COVER. PROVIDE FOAM BLOCK
BETWEEN SD AND SEWER REQUIRED IF THERE
IS LESS THAN 6" CLEARANCE.
4'x4' STORM DRAIN CONFLICT BOX, SEE DETAIL
A1 SHEET C-502
5'X5' STORM DRAIN CONFLICT BOX, SEE DETAIL
A1 SHEET C-502
REMOVE AND REPLACE CURB AND GUTTER
JOINT TO JOINT, SEE SPRINGVILLE STANDARD
DETAIL RD-04
REMOVE AND REPLACE CONCRETE CROSS
GUTTER JOINT TO JOINT, SEE SPRINGVILLE
STANDARD DETAIL RD-04
REMOVE AND REPLACE 6" CONCRETE
SIDEWALK JOINT TO JOINT, SEE SPRINGVILLE
STANDARD DETAIL RD-04
LOOP CULINARY WATERLINE UNDER SEWER
LINE, SEE SPRINGVILLE CITY STANDARD DETAIL
PS-13
REMOVE EXISTING FIRE HYDRANT AND VALVE.
CAP/PLUG AT TEE
CONNECT TO EXISTING PIPE FOR NEW VALVE,
PIPING AND FIRE HYDRANT WITH HOT TAP, SEE
SPRINGVILLE STANDARD DETAIL PS-05
48" PRECAST SEWER MANHOLE ON EXISTING
LINE, SEE SPRINGVILLE STANDARD DETAIL
SS-01
SPADE AND REPLANT TREES 8' TO THE NORTH,
SEE SPRINGVILLE STANDARD DETAIL GN-03
BOUNDS OF TEMPORARY CONSTRUCTION
EASEMENT, INSTALL TEMPORARY FENCING
REMOVE AND REPLACE 6' CHAIN LINK FENCE
WITH PRIVACY SLATS (MATCH EXISTING)
WATER LATERAL LOOP
LOOP PRESSURE IRRIGATION UNDER SEWER
LINE SIMILAR TO SPRINGVILLE STANDARD
DETAIL PS-13 OPTION 2 WITH 12" CLEARANCE
2
1
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK
15
16
17
18
NOTE:
CONTRACTOR IS RESPONSIBLE TO FIELD VERITY ALL
POTENTIAL CONFLICTS AND NOTIFY STAKEHOLDERS.
2/
1
3
/
2
0
2
4
C-104
65
0

N

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COUNTY
SHEET NO.
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BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111
www.bluestakes.org
Dig Safely.Know what'sbelow.Callbefore you dig.
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
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BOUNDS OF PERMANENT
SEWER UTILITY EASEMENTBOUNDS OF TEMPORARY
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EXISTING GROUND
84' OF 12' SDR 35 PVC @ 0.194%116' OF 12" SDR 35 PVC @ 0.194%162' OF 12" SDR 35 PVC @ 0.194%
CHURCH OF JESUS CHRIST
OF LATTERDAY SAINTS
672 NORTH 250 WEST
SPRINGVILLE, UT 84663
2 (SMH #6)
2
7
(SMH #7)
CHANTRY DEAN
675 N 100 WEST
SPRINGVILLE, UT 84663
OSCAR DIAS
655 N 100 WEST
SPRINGVILLE, UT 84663
PROTECT
EXISTING
TREE
7
9
REMOVE AND REPLACE 45'
OF 4' CHAIN LINK FENCE
(MATCH EXISTING)
REMOVE AND
REPLACE CONCRETE
DRIVEWAY REQUIRED
FOR CONSTRUCTION
EXISTING
UTILITY AND
DRAINAGE
EASMENT
REMOVE AND REPLACE 105'
OF 6' CHAIN LINK FENCE WITH
PRIVACY SLATS, SEE APWA
PLAN 831 (MATCH EXISTING)
15
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BOUNDS OF
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