1.43 24800.000* 97.16 * 102.76 * 53.02
23600.000* 0.00 * 0.00 * 0.00
21600.000* 0.00 * 0.00 * 0.00
TOTAL= 20200.000* 97.16 95.50 0.02* 102.76 35.75 0.65* 53.02 0.00 1.00* *****************************
*
TABLE SB-1. TOTAL: LOAD BY SIZE CLASS IN TONS/DAY
FINEST TO COARSEST PARTICLE SIZES
SEDIMENT INFLOW: CP= 5
CLAY= 213. 212.7
SILT= 25. 23.7 1.0 0.0 0.0
SAND AND/OR GRAVEL= 0. 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
TOTAL LOAD 237.
SEDIMENT OUTFLOW:CP= 4
CLAY= 57. 56.8
SILT= 0. 0.0
SAND AND/OR GRAVEL=
0.0 0.0
TOTAL LOAD 57.
0.0 0.0 0.0
0. 0.0 0.0 0.0 0.0 0.0
0.0 0.0
TABLE SB-2: SEGMENT 5 STATUS OF THE BED PROFILE AT TIME = 1.42830 DAYS
SECTION AVG BED WS ELEV THALWEG
ID NO CHANGE FEET FEET CFS
24800.000 -0.15 1022.07 1019.30
13. 212.
24760.000
0.00 1022.07 1019.30
13. 212.
24700.000
0.00 1022.07 1019.22
13. 175.
24200.000
3.67 1022.06 1021.89
13. 175.
23600.000
1.65 1019.12 1018.78
13. 175.
23000.000
1.32 1017.42 1017.20
13. 162.
Q
SEDIMENT LOAD IN TONS/DAY
CLAY
SILT SAND
25. 0.
24. 0.
9. 0.
9. 10.
9. 12.
6. 147.
22600.000
1.02 1016.64
1016.11
13. 122.
0. 5.
22200.000
0.74 1015.17
1014.96
13. 122.
0. 204.
22000.000
0.39 1014.13
1013.99
13. 91.
0. 1.
21600.000
0.28 1013.63
1013.58
13. 91.
0. 0.
21000.000
0.23 1012.82
1012.73
13. 91.
0. 0.
20600.000
0.26 1011.72
1011.53
13. 75.
0. 7.
20200.000
0.17 1010.61
1010.17
13. 57.
0. 0.
TABLE SB-3. NETWORK SEGMENT NO 5
Murrieta Creek
ACCUMULATED INFLOWING WATER DISCHARGE FROM DAY ZERO (ACRE FEET) SEGMENT # 5 LOCAL #1 LOCAL #2
5611.72-24.3989-24.3989
TABLE SA-1. Murrieta Creek
ACCUMULATED ACRE-FEET ENTERING AND LEAVING SEGMENT # 4
(Multiply by 1233.48 to get Cubic Meters)
******************************************************************************************* *
TIME ENTRY * CLAY * SILT * SAND
DAYS POINT * INFLOW OUTFLOW TRAP EFF* INFLOW OUTFLOW TRAP EFF* INFLOW OUTFLOW TRAP EFF*
1.43 24800.000* 207.57 x 217.80 * 152.64
23600.000* 0.00 * 0.00 * 0.00
TOTAL= 20200.000* 207.57 207.49 0.00* 217.80 205.36 0.06* 152.64 17.15 0.89* * * * *
*
TABLE SB-1. TOTAL: LOAD BY SIZE CLASS IN TONS/DAY
FINEST TO COARSEST PARTICLE SIZES
SEDIMENT INFLOW: CP= 5
CLAY= 0. 0.0
SILT= 0. 0.0 0.0 0.0 0.0
SAND AND/OR GRAVEL= 0. 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
TOTAL LOAD 0.
SEDIMENT OUTFLOW:CP= 4
CLAY= 0. 0.0
SILT= 0. 0.0
SAND AND/OR GRAVEL=
0.0 0.0
TOTAL LOAD 0.
0.0 0.0 0.0
0. 0.0 0.0 0.0 0.0 0.0
0.0 0.0
86 TABLE SB-2: SEGMENT 4 STATUS OF THE BED PROFILE AT TIME = 1.42830 DAYS
SECTION
AVG BED WS ELEV THALWEG
Q
SEDIMENT LOAD IN TONS/DAY
ID NO CHANGE FEET FEET
CFS
CLAY
SILT SAND
24800.000
4.28 1022.07 1023.58
0. 0.
0. 0.
24200.000
4.05 1022.07 1022.05
0. 0.
0. 0.
23600.000
3.44 1020.37 1020.34
0. 0.
0. 0.
23000.000
4.19 1019.97 1019.89
0. 0.
0. 0.
22600.000
3.44 1018.41 1018.34
0. 0.
0. 0.
22200.000
4.21 1018.29 1018.21
0. 0.
0. 0.
22000.000
4.21 1017.89 1017.81
0. 0.
0. 0.
21600.000
3.94 1017.32 1017.24
0. 0.
0. 0.
21000.000
3.15 1015.72 1015.65
0. 0.
0. 0.
20600.000
2.83 1014.20 1014.13
0. 0.
0. 0.
20200.000
2.02 1012.06 1012.02
0. 0.
0. 0.
TABLE SB-3. NETWORK SEGMENT NO 4
Murrieta Creek
ACCUMULATED INFLOWING WATER DISCHARGE FROM DAY ZERO (ACRE FEET) SEGMENT # 4 LOCAL #1
8164.04-29.5291
TABLE SA-1. Murrieta Creek
ACCUMULATED ACRE-FEET ENTERING AND LEAVING SEGMENT # 3
(Multiply by 1233.48 to get Cubic Meters)
******************************************************************************************* *****************************
*
* * *
TIME ENTRY * CLAY * SILT
DAYS POINT * INFLOW OUTFLOW TRAP EFF*
INFLOW OUTFLOW TRAP EFF*
1.43 19700.000* 302.98 * 241.10
19500.000* 0.00 * 0.00
TOTAL= 18900.000* 302.98 302.90 0.00* 241.10
*
* SAND
INFLOW OUTFLOW TRAP EFF*
* 17.15
0.00 234.23 0.03* 17.15 17.37 -0.01*
:F
******************************************************************************************* *
TABLE SB-1. TOTAL: LOAD BY SIZE CLASS IN TONS/DAY
FINEST TO COARSEST PARTICLE SIZES
SEDIMENT INFLOW: CP= 4
CLAY= 57. 56.8
SILT= 0. 0.0 0.0 0.0 0.0
SAND AND/OR GRAVEL= 0. 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
TOTAL LOAD 57.
SEDIMENT OUTFLOW:CP= 2
87 CLAY= 45. 44.6
SILT= 0. 0.0
SAND AND/OR GRAVEL=
0.0 0.0
TOTAL LOAD 45.
0.0 0.0 0.0
0. 0.0 0.0 0.0 0.0 0.0
0.0 0.0
TABLE SB-2: SEGMENT 3 STATUS OF THE BED PROFILE AT TIME = 1.42830 DAYS
SECTION AVG BED WS ELEV THALWEG
Q
SEDIMENT LOAD IN TONS/DAY
ID NO CHANGE FEET FEET
CFS
CLAY
SILT SAND
19700.000 1.33 1010.61 1009.30
14. 56.
0. 0.
19500.000 1.48 1010.57 1010.40
14. 49.
0. 0.
19400.000 1.56 1010.39 1010.25
14. 49.
0. 225.
19301.000 -0.48 1010.16 1007.99
14. 49.
0. 0.
19300.000 -0.55 1010.16 1007.76
14. 49.
0. 0.
19200.000 -0.42 1010.16 1007.26
14. 47.
0. 0.
18900.000 -3.45 1010.16 1003.15
14. 45.
0. 0.
TABLE SB-3. NETWORK SEGMENT NO 3
Murrieta Creek
ACCUMULATED INFLOWING WATER DISCHARGE FROM DAY ZERO (ACRE FEET) SEGMENT # 3 LOCAL #1
13697.4-59.0581
TABLE SA-1. Santa Gertrudis Tributary
ACCUMULATED ACRE-FEET ENTERING AND LEAVING SEGMENT # 2
(Multiply by 1233.48 to get Cubic Meters)
******************************************************************************************* *****************************
*
* * * *
TIME ENTRY * CLAY * SILT * SAND
DAYS POINT * INFLOW OUTFLOW TRAP EFF* INFLOW OUTFLOW TRAP EFF* INFLOW OUTFLOW TRAP EFF*
1.43 133.200* 95.82 * 94.55 * 186.33
TOTAL= 5.000* 95.82 95.81 0.00* 94.55 94.51 0.00* 186.33 170.53 0.08* * * * *
******************************************************************************************* *****************************
*
TABLE SB-1. TOTAL: LOAD BY SIZE CLASS IN TONS/DAY
FINEST TO COARSEST PARTICLE SIZES
SEDIMENT INFLOW: CP= 3
CLAY= 12069. 12069.0
SILT= 25994. 2039.7 3059.5 6965.1 13930.1
SAND AND/OR GRAVEL= 61728. 36207.0 17648.3 3418.1 2278.7 2176.3
0.0 0.0 0.0 0.0
88 TOTAL LOAD 99792.
SEDIMENT OUTFLOW:CP= 2
CLAY= 12069. 12069.0
SILT= 25994. 2039.7 3059.5 6965.1 13930.1
SAND AND/OR GRAVEL= 55125. 32959.7 12846.8 4547.6 2871.2 1851.8
14.4 13.0 11.6 9.3
TOTAL LOAD 93189.
TABLE SB-2: SEGMENT 2 STATUS OF THE BED PROFILE AT TIME = 1.42830 DAYS
SECTION AVG BED WS ELEV THALWEG Q SEDIMENT LOAD IN TONS/DAY
ID NO CHANGE FEET FEET CFS CLAY SILT SAND
133.200 -0.05 1076.74 1073.84 697. 12069. 25994. 62365. 129.200 -1.01 1075.51 1072.53 697. 12069. 25994. 61844. 125.200 0.39 1073.90 1071.92 697. 12069. 25994. 64720.
121.200 0.84 1072.20 1070.32 697. 12069. 25994. 64909.
117.200 -1.57 1070.52 1067.35 697. 12069. 25994. 66783. 113.200 -1.37 1068.85 1065.28 697. 12069. 25994. 67901. 109.200 -1.30 1066.99 1064.19 697. 12069. 25994. 70625. 105.200 -0.24 1064.62 1062.35 697. 12069. 25994. 75445. 101.200 0.70 1062.35 1060.00 697. 12069. 25994. 70778.
97.200 -0.20 1060.37 1056.68 697. 12069. 25994. 70844.
93.200 -0.33 1059.01 1055.89 697. 12069. 25994. 68243.
90.700 -1.35 1058.12 1056.75 697. 12069. 25994. 68726.
89.400 -1.42 1057.79 1054.04 697. 12069. 25994. 65539.
84.600 -2.32 1056.28 1052.39 697. 12069. 25994. 64180.
80.600 -1.29 1054.91 1051.68 697. 12069. 25994. 63339.
76.600 1.82 1053.33 1050.00 697. 12069. 25994. 62886.
72.600 0.97 1051.88 1049.50 697. 12069. 25994. 61164.
68.600 0.12 1050.36 1048.41 697. 12069. 25994. 61418.
64.600 -0.26 1048.84 1046.53 697. 12069. 25994. 60281.
60.600 -0.54 1047.26 1044.68 697. 12069. 25994. 61638.
56.600 -0.85 1045.78 1042.85 697. 12069. 25994. 60340.
55.000 -0.43 1044.29 1041.42 697. 12069. 25994. 61189.
52.600 -0.74 1043.47 1040.16 697. 12069. 25994. 62548.
51.500 -0.75 1043.25 1040.17 697. 12069. 25994. 61083.
48.600 -1.28 1042.25 1039.50 697. 12069. 25994. 60945.
42.200 -0.42 1040.82 1039.52 697. 12069. 25994. 60175.
40.100 0.00 1040.27 1039.40 697. 12069. 25994. 59961.
39.600 0.00 1032.00 1031.00 697. 12069. 25994. 59964.
35.800 0.00 1029.16 1027.50 697. 12069. 25994. 59975.
32.000 0.00 1027.95 1026.30 697. 12069. 25994. 59992.
28.000 0.00 1023.55 1021.70 697. 12069. 25994. 60018.
24.000 0.14 1022.01 1019.78 697. 12069. 25994. 59558.
22.000 0.81 1021.47 1019.60 697. 12069. 25994. 62261.
18.000 1.74 1020.40 1018.64 697. 12069. 25994. 61361.
16.000 2.49 1020.01 1018.22 697. 12069. 25994. 57318.
10.000 3.81 1018.84 1017.05 697. 12069. 25994. 55387.
5.000 3.97 1017.85 1016.04 697. 12069. 25994. 55125.
TABLE SB-3. NETWORK SEGMENT NO 2
Santa Gertrudis Tributary
ACCUMULATED INFLOWING WATER DISCHARGE FROM DAY ZERO (ACRE FEET) RA
SEGMENT # 2
7067.58
TABLE SA-1. Murrietta Creek Project
ACCUMULATED ACRE-FEET ENTERING AND LEAVING SEGMENT # 1
(Multiply by 1233.48 to get Cubic Meters)
******************************************************************************************* *****************************
*
* * * *
TIME ENTRY * CLAY * SILT * SAND
DAYS POINT* INFLOW OUTFLOW TRAP EFF* INFLOW OUTFLOW TRAP EFF* INFLOW OUTFLOW TRAP EFF*
1.43 18800.000* 398.71 * 328.74 * 187.90
17900.000* 0.00 * 0.00 * 0.00
13400.000* 4.48 4.48 * 6.43
9600.000* 0.00 * 0.00 * 0.00
6000.000* 0.00 * 0.00 * 0.00
TOTAL= 2875.000* 403.19 403.18 0.00* 333.22 333.22 0.00* 194.33 147.29 0.24* TABLE SB-1. TOTAL: LOAD BY SIZE CLASS IN TONS/DAY
FINEST TO COARSEST PARTICLE SIZES
SEDIMENT INFLOW: CP= 2
CLAY= 12114. 12113.6
SILT= 25994. 2039.7 3059.5 6965.1 13930.1
SAND AND/OR GRAVEL= 55125. 32959.7 12846.8 4547.6 2871.2 1851.8
14.4 13.0 11.6 9.3
TOTAL LOAD 93233.
SEDIMENT OUTFLOW:CP=1
CLAY= 12114. 12113.6
SILT= 25995. 2039.7 3059.5 6965.1 13930.2
SAND AND/OR GRAVEL= 5757. 5169.1 533.2 28.7 15.6 8.5
1.5 0.5 0.0 0.0
TOTAL LOAD 43865.
TABLE SB-2: SEGMENT 1 STATUS OF THE BED PROFILE AT TIME = 1.42830 DAYS
SECTION AVG BED WS ELEV THALWEG Q SEDIMENT LOAD IN TONS/DAY
ID NO CHANGE FEET FEET CFS CLAY SILT SAND
18800.000 0.51 1010.00 1008.37 711. 12114. 25994. 54678. 18698.000 0.74 1009.52 1008.45 711. 12114. 25994. 54654. 18600.000 0.21 1009.11 1007.38 711. 12114. 25994. 50879. 18300.000 0.06 1008.27 1006.54 711. 12114. 25994. 43323. 18000.000 -0.80 1007.58 1005.72 711. 12114. 25994. 37807. 17900.000 0.15 1007.39 1005.72 711. 12114. 25994. 33930.
Wo
17500.000 0.08 1006.32 1004.84 673. 12114. 25994. 34231. 17000.000 -0.16 1005.20 1003.52 673. 12114. 25994. 28753. 16500.000 -0.05 1004.24 1002.62 673. 12114. 25994. 24250. 16000.000 -0.10 1003.26 1001.56 673. 12114. 25994. 24009. 15500.000 -0.03 1002.24 1000.62 673. 12114. 25994. 22833. 15000.000 -0.08 1001.21 999.57 673. 12114. 25994. 22007. 14400.000 -0.09 1000.01 998.35 673. 12114. 25994. 21718. 13900.000 -0.12 998.82 997.31 673. 12114. 25994. 21770. 13400.000 -0.55 997.88 995.80 673. 12114. 25994. 21453. 13200.000 0.00 997.06 996.01 673. 12114. 25994. 21105.
12800.000 -0.95 995.98 994.09 673. 12114. 25994. 18432. 12400.000 -0.63 995.18 993.66 673. 12114. 25994. 20427. 11900.000 -0.75 993.90 992.39 673. 12114. 25994. 19157. 11400.000 -0.67 992.78 991.21 673. 12114. 25994. 18221. 11350.000 -0.62 992.65 991.18 673. 12114. 25994. 18098. 11300.000 0.99 992.56 990.87 673. 12114. 25994. 17252.
10900.000 1.03 991.39 990.07 673. 12114. 25994. 20831.
10807.000 0.82 991.11 989.67 673. 12114. 25994. 21768.
10700.000 0.85 990.72 989.29 673. 12114. 25994. 22945.
10300.000 0.07 989.55 987.67 673. 12114. 25994. 21470.
9900.000 0.04 988.64 986.80 673. 12114. 25994. 19283.
9600.000 -0.04 988.03 986.10 673. 12114. 25994. 18106.
9500.000 -0.32 987.83 985.61 701. 12114. 25994. 16947.
9100.000 -0.43 987.24 984.67 701. 12114. 25994. 13864.
8700.000 -0.16 986.78 984.18 701. 12114. 25994. 10514.
8300.000 -0.05 986.43 983.50 701. 12114. 25994. 7796.
8200.000 0.09 986.35 983.50 701. 12114. 25994. 7182.
8100.000 -0.05 986.28 983.19 701. 12114. 25994. 6513.
8007.000 1.07 986.19 984.08 701. 12114. 25994. 6633.
7900.000 0.55 986.11 983.55 701. 12114. 25994. 5306.
7500.000 0.65 985.91 983.05 701. 12114. 25994. 2277.
7100.000 0.53 985.80 982.30 701. 12114. 25994. 496.
6939.000 -2.09 985.80 978.36 701. 12114. 25994. 231.
6800.000 -0.96 985.80 980.24 701. 12114. 25994. 182.
6545.000 3.05 985.47 984.46 701. 12114. 25994. 5068.
6000.000 1.97 985.11 982.37 701. 12114. 25994. 1979.
5900.000 3.16 984.90 983.56 728. 12114. 25994. 3093.
5400.000 2.36 984.15 981.88 728. 12114. 25995. 4756.
5200.000 2.69 983.66 981.90 728. 12114. 25995. 6393.
4930.000 2.71 983.27 981.32 728. 12114. 25995. 8062.
4700.000 3.00 982.69 981.28 728. 12114. 25995. 12553.
4400.000 2.58 981.75 980.22 728. 12114. 25995. 14528.
4000.000 1.62 980.61 978.70 728. 12114. 25995. 15183.
3850.000 0.89 980.17 977.70 728. 12114. 25995. 14157.
3800.000 -0.05 979.25 976.46 728. 12114. 25995. 14379.
3450.000 0.16 978.31 976.15 728. 12114. 25995. 15105.
3350.000 -4.97 978.37 969.49 728. 12114. 25995. 6898.
3200.000 -2.87 978.28 970.90 728. 12114. 25995. 5742.
3000.000 -1.97 978.12 972.46 728. 12114. 25995. 5757.
2875.000 -0.30 976.73 974.05 728. 12114. 25995. 5757.
TABLE SB-3. NETWORK SEGMENT NO 1
Murrietta Creek Project
ACCUMULATED INFLOWING WATER DISCHARGE FROM DAY ZERO (ACRE FEET) SEGMENT # 1 LOCAL #1 LOCAL #2 LOCAL #3 LOCAL #4
91 20706.0 288.149 288.153 1965.37-783.331
EVENT DURATION(DAYS) = 0.6900E-02
RESIDENT TIME BY SEGMENT.
SEGMENT
NUMBER TIME(DAYS)
8 0.3384E+05
7 0.1662
6 0.7694E-02
5 0.7020
4 1202.
3 0.2719
2 0.2405E-01
1 0.8297E-01
$PLOTP 8,9
8. WATER SURFACE ELEVATION
9. BED SURFACE ELEVATION
EXCESSIVE DEPOSITS (IE END AREA EXCEEDED FLOW AREA IN 7 EVENTS.
CROSS SECTION PERCENT
WATER DISCHARGE RANGE
SEQUENCE RIVER OF TIME
Q MAX Q MIN
NUMBER MILE
SEGMENT 3 Murrieta Creek
3 19300.000 0.483 30.00
30.00 SEGMENT 5 Murrieta Creek
13 24800.000 0.483 127.96
127.96
SEGMENT 6 Murrieta Creek
1 24900.000 0.483 11996.80
11996.80
2 25000.000 0.966 11996.80
7666.80
SEGMENT 8 Murrieta Creek
1 25400.000 0.966 7132.60
4545.20
WARNING: SILT+CLAY CONCENTRATIONS IN EXCESS OF 48535. MGL WERE DETECTED 4628 TIMES IN SUBROUTINE SRMOD5.
MUDFLOW CONCENTRATIONS (SILT+CLAY IN EXCESS OF 1325000. MGL WERE DETECTED 6 TIMES.
WARNING.. EXCESSIVE RESIDUALS IN BED SEDIMENT RESERVOIR SEGMENT NO. OF % WITH MAX.
X-SECs RESIDUAL RESIDUAL
On SEG DEPTH > 0.1 DEPTH
8 75 26.67 1.63
READING INPUT DATA FROM file name = MSR_4C.T5
PRINTOUT WRITTEN TO filename = MSR_4C.T6
PLOT FILE WRITTEN TO file name = MSR 4C.T98
0 FATAL DATA ERRORS DETECTED.
144 NON -FATAL ERRORSIWARNINGS DETECTED.
230 INFORMATION MESSAGES DETECTED.
TOTAL NO. OF EVENTS READ= 207
TOTAL NO. OF WS PROFILES= 207
ITERATIONS IN EXNER EQ = 2297700
92 END OF JOB
18:06:29.96 03/15/06
WRITE END OF RUN GEOMETRY DATA SET TO file name = MSR_4C.T12 DO NOT ADD SEDIMENT DATA SET (OPTION = OFF)
DO NOT ADD HYDROLOGIC DATA SET (OPTION = OFF)
93 Exhibit B
P:lProjectslMurrietalSedimentation AnalysislHEC-6T\MSR_4C17AT6 Printed at 08:18 on 22 May 2008 Page 1 of 1
TABLE SB-2:
SEGMENT 1
STATUS OF
THE
BED PROFILE
AT TIME =
0.62790
DAYS
-------------------------------------------------------------------------------
SECTION AVG
BED
WE ELEV
THALWEG
Q
SEDIMENT
LOAD
IN TONS/DAY
ID NO
CHANGE
FEET
FEET
CFS
CLAY
SILT
SAND
000
1021.93
1007.48
20727.
462210.
1007024.
602844.
.000
1021.61
1007.13
20727.
462210.
1007024.
602722.
18600.000
-0.57
1021.39
1006.14
20727.
462210.
1007024.
602274.
18300.000
-0.74
1020.77
1005.32
20727.
462210.
1007024.
601744.
16000.000
-1.35
1020.03
1004.79
20727.
462210.
1007024.
601686.
17900.000
-0.03
1019.90
1005.4E
20727.
462210.
1007024.
601594.
17500.000
-0.04
1019.08
1004.67
21251.
462210.
1007024.
603285.
17000.000
-0.73
1018.19
1002.76
21251.
462210.
1007024.
638202.
16500.000
-0.30
1017.28
1002.30
21251.
462210.
1007024.
642686.
16000.000
-0.24
1016.36
1001.37
21251.
462210.
1007024.
646609.
15500-000
-0.17
1015.44
1000-45
21251.
462210.
1007024.
649830.
15000-000
-0.10
1014.52
999.54
21251.
462210.
1007024.
653539.
14400-000
-0.03
1013.43
998.42
21251.
462210.
1007024.
658179.
13900.000
0.00 1012.53
997.46
21251.
462210.
1007024.
666967.
13400.000
-0.14
1011.54
996.28
21251.
462210.
1007024.
674317.
.000
11111111111116
1010.98
996.32
22515.
463963.
1010893.
678156.
12800.000
-0.80
1010.29
994.25
22515.
463963.
1010892.
675442.
12400.000
-0.48
1009.59
993.84
22515.
463963.
1010892.
671195.
11900.000
-0.69
1008.77
992.45
22515.
463963.
1010892.
658780.
11400.000
-0.58
1008.00
991.32
22515.
463963.
1010892.
647240.
11350.000
-0.55
1007.92
991.29
22515.
463963.
1010892.
646349.
11300.000
-d�
1007.90
990.81
22515.
463963.
1010892.
619899.
10900.000
Oft
1007.45
989.94
22515.
463963.
1010892.
609691.
10807.000
-0.46
1007.19
988.26
22515.
463963.
1010892.
611892.
10700.000
0.22 1007.05
988.63
22515.
463963.
1010892.
607534.
10300.000
-2.02
1006.29
985.07
22515.
463963.
1010892.
624060.
9900.000
-0.43
1005.45
986.21
22515.
463963.
1010892.
624574.
9600.000
-2.98
1005.15
982.50
22515.
463963.
1010892.
625018.
9500.000
-0.13
1004.36
985.80
22797.
463963.
1010892.
625193.
9100.000
-1.06
1003.72
983.94
22797.
463963.
1010892.
625556.
8700.000
-1.43
1003.14
982.73
22797.
463963.
1010892.
637205.
8300.000
-0.36
1002.37
983.13
22797.
463963.
1010892.
637190.
8200.000
-0.87
1002.24
982.39
22797.
463963.
1010892.
637121.
8100.000
-0.52
1002.01
982.63
22797.
463963.
1010892.
641713.
-8007.000
'-034
1001.83
983.39
22797.
463963.
1010892.
643488.
7900.000
-0.35
1001.83
982.59
22797.
463963.
1010892.
654100.
7500.000
-2.46
1001.37
979.74
22797.
463963.
1010892.
668693.
7100.000
-0.18
1000.46
981.55
22797.
463963.
1010892.
668766.
6939.000
-4.29
1000.50
975.16
22797.
463963.
1010892.
669230.
6800.000
-2.01
1000.02
979.12
22797.
463963.
1010892.
678361.
6545.000
3..10
999.94
984.56
22797.
463963.
1010892.
664316.
6000.000
2.10 99.9.28
982.52
22797.
463963.
1010892.
640388.
5900.000
4.7d
998.85
985.40
23080.
463963.
1010892.
675499.
5400.000
998.20
981.94
23080.
463963.
1010892.
632133.
5200.000
997.60
982.34
23080.
463963.
1010892.
607233.
4930.000
997.30
981.14
23080.
463963.
1010892.
575112.
4700.000
997.06
980.83
23080.
463963.
1010892.
532423.
4400.000
996.79
979.32
23080.
463963.
1010892.
480968.
4000.000
-0.46
996.40
976.27
23080.
463963.
1010892.
472318.
3850.000
-1.29
996.16
975.01
23080.
463963.
1010892.
483889.
3800.000
-1.13
995.54
975.13
23080.
463963.
1010892.
508596.
3450.000
-0.87
995.03
974.91
23080.
463963.
1010892.
519085.
3350.000
-6.92
994.75
967.15
23080.
463963.
1010892.
518798.
3200.000
-4.77
993.65
968.89
23080.
463963.
1010892.
518918.
3000.000
-1.01
993.21
973.75
23080.
463963.
1010892.
518746.
2875.000
-0.27
988.62
974.07
23080.
463963.
1010892.
513225.
Pkk
Q..UN �,pr. I 05
P:1ProjectslMumietalSedimentation AnalysislHEC-6TIMSR_4cl8A.T6 Printed at 08:19 on 22 May 2008 Page 1 of 1
TABLE SB-2:
SEGMENT 1
STATUS OF
THE
BED PROFILE
AT TIME =
0.63480
DAYS
-------------------------------------------------------------------------------
SECTION
AVG
BED
WE ELEV
THALWEG
Q
SEDIMENT LOAD
IN TONS/DAY
ID NO
CHANGE
FEET
FEET
CPS
CLAY
SILT
SAND
�
1021.80
1007.48
20545.
433543.
824982.
595333.
im000
000
�
1021.48
1007.13
20545.
433542.
824982.
595016.
18600.000
-1.14
1021.33
1005.43
20545.
433542.
824983.
-594039.
18300.000
-0.41
1020.62
1005.73
20545.
433542.
824983.
593187.
18000.000
-1.82
1019.99
1004.20
20545.
433542.
824983.
592221.
17900.000
0.00 1019.83
1005.52
20545.
433542.
824983.
589792.
17500i000
ow
1019.00
1004.73
21050.
433542.
824983.
582133.
17000.000
-0.72
1018.11
1002.78
21050.
433542.
824983.
605829.
16500.000
-0.27
1017.20
1002.33
21050.
433542.
824983.
605258.
16000.000
-0.22
1016.28
1001.39
21050.
433542.
824983.
606431.
15500.000
-0.15
1015.36
1000.48
21050.
433542.
824983.
608396.
15000.000
-0.09
1014.44
999.55
21050.
433542.
824983.
610847.
14400.000
-0.01
1013.34
998.45
21050.
433542.
824983.
613814.
13900.000
10.01 1012.43
997.47
21050.
433542.
824983.
621241.
23400.000
-0.23
1011.47
996.18
21050.
433542.
824983.
636890.
13200.000
0.45 1010.87
996.60
22161.
434848.
827869.
634878.
12800.000
-0.93
1010.21
994.10
22161.
434848.
827869.
628790.
12400.000
-0.41
1009.51
993.94
22161.
434848.
827869.
620477.
11900.000
-0.55
1008.68
992.66
22161.
434848.
827869.
60B662.
11400.000
-0.51
1007.90
991.38
22161.
434848.
827869.
598869.
11350.000
-0.37
1007.81
991.42
22161.
434848.
827869.
596532.
11300.000
1.044
1007.79
990.97
22161.
434848.
827869.
575933.
10900.000
0.98 1007.33
990.03
22161.
434848.
827869.
562393.
10807.000
-0.40
1007.09
988.32
22161.
434848.
827869.
561665.
10700.000
0.10 1006.96
988.48
22161.
434848.
827869.
555850.
10300.000
-0.70
1006.01
986.67
22161.
434848.
827869.
567215.
9900.000
-1.32
1005.34
985.14
22161.
434848.
827869.
566148.
9600.000
-0.97
1004.81
984.95
22161.
434848.
827869.
565911.
9500.000
-0.28
1004.17
985.63
22531.
434848.
827869.
571222.
9100.000
-1.65
1003.63
983.27
22531.
434848.
827869.
570953.
8700.000
-1.28
1003.01
982.90
22531.
434848.
827869.
579593.
8300.000
-0.29
1002.23
983.21
22531.
434848.
827869.
579613.
8200.000
-0.26
1002.04
983.08
22531.
434848.
827869.
579515.
8100.000
-0.67
1001.90
982.47
22531.
434848.
827869.
579455.
y.
11111"0.000
000
0.35 1001.70
983.36
22531.
434848.
827869.
579148.
-0.21
1001.68
982.72
22531.
434848.
827869.
579370.
7500.000
-0.74
1000.99
981.55
22531.
434848.
827869.
579466.
7100.000
-1.72
1000.42
979.92
22531.
434848.
827869.
578565.
6939.000
-1.48
1000.09
979.25
22531.
434848.
B27869.
578468.
6800.000
-3.81
999.97
977.19
22531.
434848.
827869.
582208.
6545.000
3.11 999.B2
984.57
22531.
434848.
827869.
568533.
6000.000
1.87 999.19
982.26
22531.
434848.
827869.
557066.
5900.000_
_ 4.48
998.78
9B5.14
22901.
434848.
827869.
582847.
5400.000
2.20 998.17
981.69
22901.
434848.
827869.
553117.
5200.000
2.89 997.60
982.15
22901.
434848.
827869.
535004.
4930.000
2.39 997.31
980.98
22901.
434848.
827869.
508606.
4700.000
2.44 997.08
980.70
22901.
434848.
827869.
471793.
4400.000
1.56 996.83
979.20
22901.
434848.
827869.
427170.
4000.000
-0.48
996.44
976.25
22901.
434848.
827869.
420012.
3850.000
-1.19
996.20
975.13
22901.
434848.
827869.
425401.
3800.000
-1.17
995.60
975.09
22901.
434848.
827869.
450923.
3450.000
-0.89
995.11
974.89
22901.
434848.
827869.
460829.
3350.000
-6.96
994.84
967.13
22901.
434848.
827869.
460725.
3200.000
-3.71
993.50
970.36
22901.
434848.
827869.
460814.
3000.000
-1.23
993.13
973.46
22901.
434848.
827869.
460679.
2875.000
-0.27
988.57
974.07
22901.
434848.
827869.
455876.
n�k \I- "j4r,� (jf(
Exhibit C
Murrieta Creek - HEC 6T run on 8 November 2012
Prepared by: M. Perry
Long Term after 209 events, assuming no
O&M for scour areas
Ave Annual since
1974, assuming
routine O&M
Design Q, with -project
initial
After 209
grade
0.6348 days
0.5934 days
Ave Annual
XS
invert
events,
diff
stabilizer,
diff
(end of
(peak of
(37 yrs)
elevation
after 1974
-2.72 ft
hydrograph)
hydrograph)
18900
1007.46
998.33
-9.13
1004.74
-6.41
-0.17
2.09 2.09
18800
1007.46
998.45
-9.01
1004.74
-6.29
-0.17
2.73 2.73
18698
1007.10
998.87
-8.23
1004.38
-5.51
-0.15
2.74 2.73
18600
1006.86
998.46
-8.40
1004.14
-5.68
-0.15
1.58 1.57
18300
1006.26
997.88
-8.38
1003.54
-5.66
-0.15
2.31 2.31
18000
1006.86
997.55
-9.31
1004.14
-6.59
-0.18
0.90 0.89
17900
1005.46
997.85
-7.61
1002.74
-4.89
-0.13
2.72 2.69
17500
1004.66
997.29
-7.37
1001.94
-4.65
-0.13
2.73 2.69
17000
1003.66
996.72
-6.94
1000.94
-4.22
-0.11
2.00 2.15
16500
1002.66
995.93
-6.73
999.94
-4.01
-0.11
2.45 2.45
16000
1001.66
995.15
-6.51
998.94
-3.79
-0.10
2.50 2.50
15500
1000.66
994.37
-6.29
997.94
-3.57
-0.10
2.57 2.58
15000
999.66
993.56
-6.10
996.94
-3.38
-0.09
2.63 2.63
14400
998.46
992.51
-5.95
995.74
-3.23
-0.09
2.71 2.72
13900
997.46
991.65
-5.81
994.74
-3.09
-0.08
2.73 2.79
13400
996.46
990.79
-5.67
993.74
-2.95
-0.08
2.49 2.59
13200
996.06
990.35
-5.71
993.34
-2.99
-0.08
3.17 3.11
12800
995.26
989.92
-5.34
992.54
-2.62
-0.07
1.79 1.76
12400
994.46
989.21
-5.25
991.74
-2.53
-0.07
2.31 2.26
11900
993.46
988.32
-5.14
990.74
-2.42
-0.07
2.17 2.09
11400
992.46
987.38
-5.08
989.74
-2.36
-0.06
2.21 2.10
11350
992.36
987.25
-5.11
989.64
-2.39
-0.06
2.35 2.23
11300
989.54
987.19
-2.35
989.54
-2.35
-0.06
1.04 0.78
10900
988.74
986.24
-2.50
988.74
-2.50
-0.07
0.93 0.83
10807
988.58
986.16
-2.42
988.58
-2.42
-0.07
-0.40
-0.35
10700
988.34
985.66
-2.68
988.34
-2.68
-0.07
0.10 0.06
10300
987.54
984.65
-2.89
987.54
-2.89
-0.08
-0.70
-0.60
9900
986.74
983.90
-2.84
986.74
-2.84
-0.08
-1.32
-1.34
9600
986.14
983.07
-3.07
986.14
-3.07
-0.08
-0.97
-0.97
9500
985.94
982.76
-3.18
985.94
-3.18
-0.09
-0.28
-0.16
9100
985.14
981.79
-3.35
985.14
-3.35
-0.09
-1.65
-1.64
8700
984.34
981.03
-3.31
984.34
-3.31
-0.09
-1.28
-1.13
8300
983.54
980.60
-2.94
983.54
-2.94
-0.08
-0.29
-0.29
8200
983.39
980.46
-2.93
983.39
-2.93
-0.08
-0.26
-0.26
8100
983.24
979.86
-3.38
983.24
-3.38
-0.09
-0.67
-0.11
8007
983.01
981.14
-1.87
983.01
-1.87
-0.05
0.35 0.35
7900
982.94
979.76
-3.18
982.94
-3.18
-0.09
-0.21
-0.21
7500
982.34
980.98
-1.36
982.34
-1.36
-0.04
-0.74
-0.75
7100
981.74
980.99
-0.75
981.74
-0.75
-0.02
-1.72
-1.76
6939
981.40
980.03
-1.37
981.40
-1.37
-0.04
-1.48
-1.48
6800
981.29
980.60
-0.69
981.29
-0.69
-0.02
-3.81
-3.71
6545
980.91
981.15
0.24 980.91
0.24 0.01
3.11 2.96
6000
980.09
980.24
0.15 980.09
0.15 0.00
1.87 1.74
5900
979.94
979.80
-0.14
979.94
-0.14
0.00 4.48
4.79 APPENDIX C
fV
O
484000
330 31' 1" N
M
M
M
_8
33' 30' 32" N
Hydrologic Soil Group —Western Riverside Area, California (Murrieta Creek Bridge)
484100 484200 484300 484400 484500 484E00 484700 484800 484900 485000 485100 485200 484000 484100 484200 484300 484400 484500 484600 484700 3 a Map Scale: 1:6,250 if printed on A landscape (11" x 8.5") sheet.
Meters N
0 50 100 200 300
Feet
0 300 600 1200 1800
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 G}DA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
484800 484900 485000 485100 485200
3 m
485300
Q 33o 31' 1" N
M
(h
M
8 M
33o 30' 32" N
4853W
3 m
6/17/2019
Hydrologic Soil Group —Western Riverside Area, California (Murrieta Creek Bridge)
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
0 A
0 A/D
0 B
0 B/D
C
0 C/D
0 D
Not rated or not available
Soil Rating Lines
r r A
r r A/D
r B
B/D
r r C
0 C/D
r r D
r r Not rated or not available
Soil Rating Points
0 A
0 A/D
■ B
■ B/D
MAP INFORMATION
p C
The soil surveys that comprise your AOI were mapped at
1:15,800.
0 C/D
0 D
Warning: Soil Map may not be valid at this scale.
p Not rated or not available
Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil Water Features
line placement. The maps do not show the small areas of Streams and Canals
contrasting soils that could have been shown at a more detailed scale.
Transportation
§_§_+ Rails
Please rely on the bar scale on each map sheet for map
#%-0 Interstate Highways
measurements.
US Routes
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Major Roads
Coordinate System: Web Mercator (EPSG:3857)
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator Background
projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the ® Aerial Photography
Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.
Soil Survey Area: Western Riverside Area, California
Survey Area Data: Version 11, Sep 12, 2018
Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.
Date(s) aerial images were photographed: Feb 24, 2015—Feb 26, 2015
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.
UU� Natural Resources Web Soil Survey 6/17/2019
� Conservation Service National Cooperative Soil Survey Page 2 of 4
Hydrologic Soil Group —Western Riverside Area, California Murrieta Creek Bridge
Hydrologic Soil Group
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
Cf
Chino silt loam, drained,
C/D
110.1
69.9%
saline -alkali
5.4 Dv
Domino silt loam, saline-
D
3.4%
alkali
GtA
Grangeville fine sandy
A/D
6.0 3.8%
loam, drained, 0 to 2
percent sl opes
GuB
Grangeville fine sandy
B/D
24.6 15.6%
loam, poorly drained,
saline-alk ali, 0 to 5
percent slopes
GvB
Grangeville fine sandy
B/D
11.4 7.2%
loam, saline -alkali, 0
to 5 percent slopes
Totals for Area of Interest
157.5
100.0%
USDA Natural Resources Web Soil Survey 6/17/2019
Conservation Service National Cooperative Soil Survey Page 3 of 4
Hydrologic Soil Group —Western Riverside Area, California Murrieta Creek Bridge
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
Tie -break Rule: Higher
usDA Natural Resources Web Soil Survey 6/17/2019
Conservation Service National Cooperative Soil Survey Page 4 of 4
APPENDIX D
Page F-29
LEVEE CRITERIA
The following criteria is for the design of !evee linings placed in or adjacent to natural watercourses that are to be approved or maintained by the District. The designer is given the choice of a number of materials to provide flexible or rigid linings. It is up to the designer to determine the most appropriate and economical material for his particular locaticn.
Flow Velocities
The anticipated maximum flow velocity restricts the type of material that can be used and determines the str:ctural requirements of the lining. The designer is required to submit engineering calculations which show the maximum expected flow velocity attacking or flow;ng adjacent to the levee. This velocity is used to determine the cutoff depth, levee thickness, and rock size.
The following criteria permits the design of a levee lining cf certain materials up to a flow velocity of 20 fps. If conditions exist where the velocity would exceed 20 fps, measures will have to be taken, such as the construction of drop structures in the natural watercourse, to reduce the velocity.
Levee Cutoff Depths
All levee linings must
to the depth indicated
The only exception to
gabion lining where an
conditions.
Lining Returns
extend below the grade of the natural watercourse
in the table for cutoff depths of this criteria.
this will be in the case of rock rip -rap and
apron can be provided that can adjust to scour
It is required that the upstream and downstream terminus of the levee connect to the natural bank or adjoining levee improvements with transitions designed to ease differentials in alignment, grade, sloe, and roughness of banks. The criteria for the depth of cut-off for the levee also apply to the transition section. If the proposed lining does not join an existing Lining that meets this criteria, the proposed lining must be returned into the natural bank at an anole of 30 degrees, a perpendicular distance of not less than four feet, or in lieu thereof a four -foot cutoff wall.
Hyd. Man.
Page F-30
LEVEE CRITERIA
Filter Blankets and Weep Holes
Filter blankets will be required under all rock rip -rap and gabion levee linings. Weep holes connected by continuous drainage material are required for all concrete and gunite levee linings. Weep holes are also required if grouted rip -rap is used.
Scour Gages
Scour gages are required in conjunction with all levee construction.
The gages will be used to determine actual scour patterns for future refinement of the levee criteria. Unless otherwise directed, scour gages shall be 12-inch diameter holes, 20-feet deep, filled with 1/2-inch to 1-1/2-inch diameter stone, that has a color distinctly different from the surrounding material. The gages shall be placed in sets of (3) beginning at the toe of the levee and spaced at 50-feet perpendicular from the levee out into the watercourse.
The sets of three gages shall be spaced every 1,000 feet longitudinal to the levee. A minimum of 2 sets (gages) are required for each levee constructed. The exact location of the gages shall be shown on the project drawings, with the instruction to the Contractor to determine the elevation of the top of the gage upon completion of construction and make record of such for the as built drawings.
The tables on the following pages (F-32 to F-34) contain the criteria for cutoff depths, material and structural requirements, rock gradation, and filter design.
Typical levee cross -sections are shown on Pages F-35 and F-36. A typical cross-section at a scour gage is shown on Page F-37.
Hyd. Man.
LEVEE CRITERIA
Page F-31
Cut -Off Deaths
Velocities
Straight Reaches
*Curved Reach
0 - 6 f.p.s.
6-ft.
9-ft.
6 - 10 f.p.s.
8-ft.
12-ft.
10 - 15 f.p.s.
' 10-ft.
15-ft.
15 - 18 f.p.s. 12.5 ft.
18-ft.
18 - 20 f.p.s.
14 ft.
21-ft.
*Check the cut off depth for curved reach on Chart F-06 on Page F-38 Use that depth if greater than given hereon.
Material and Structural Requirements
Concrete Levees (1 1/2:1 max. side slope)
Velocities
Levee Thickness - T
Reinforcing
Straight Reach
Curved Reach
0 - 10 f.p.s.
6-inch
8-inch
R4 @ 18" Bothways
10 - 20 f.p.s.
8-inch
10-inch
44 @ 18" Bothways
Gunite Levees (1 1/2:1 max. side slopes)
Velocities
Levee Thickness - T
Reinforcing
Straight Reach
I Curved Reach
0 - 10 f.p.s.
8-inch
10-inch
T4 @ 18' Bothways
Gunite levees rot permitted where velocities exceed 10 f.p.s.
Hyd. ':an.
Page F-32 LEVEE CRITERIA
Material and Structural Requirements
Rip -Rap Levees (2:1 max. side slopes)
(Ungrouted)
Velocities
Rock Size
(D50 Size)
Levee Thickness
- T
Filter
Thickness
Straight Reach
Curved Reach
0 - 7 f.p.s.
50 lb. (10")
15-inch
20-inch
6-inch
7 - 9 f.p.s.
100 lb. (12")
18-inch
24-inch
6-inch 1
10 f.p.s.
150 lb. (15")
23-inch
30-inch
9-inch
11 f.p.s.
300 lb. (18")
27-inch
36-inch
9-inch
12 f.p.s.
1/4-ton (2111)
32-inch
42-inch
9-inch
13 f.p.s.
1/2-ton (27")
41-inch
54-inch
12-inch
13 - 15 f.p.s.
1-ton (34")
51-inch
68-inch
12-inch
16 - 175 f.p.s.
2-ton (43")
65-inch
86-inch
12-inch
18 - 20 f.p.s.
4-ton (54")
81-inch
108-inch
12-inch
(Grouted) Can be used only with special District approval 16 - 20 f.p.s.
l-ton (34")
51-inch
68-inch
12-inch
Gabicn Levees (2:1 side slopes)
Velocities
Levee Thickness
(Straight or
Curved Reach)
Rockfill
Wire Gage
of Baskets
Apron Length
0 - 7 f.p.s.
12-inch Baskets
4" - 8"
12 ga.
12 feet
F-8
- 10 f.p.s.
18-inch Baskets
4" - 8"
11 ga.
18 Feet
11 - 15 f.p.s.
18-inch Baskets
4" - 8"
11 ga.
21 feet
Gabion levees not permitted where velocities exceed 15 f.p.s.
Hyd. Man.
Page F-33
LEVEE CRITERIA
Material and Structural Reouirements
Rock Rip -Rap Gradation
D50
^! 4 Ton 2 Ton l Ton 1/2Ton 1/4Ton 30C? 1 50jY 100?4r 5o:
8 Tom
-
0-5
4 Ton
50-100
0-5
--- —
Z Ton
- 100
0-100
0-5
-0-5
1 Ton
QW5-100
50-100
—
1/'2 Ton
95-100
50-100
.0-5
1A Ton
-100
0-60
0-5
50-100
0-5
1 -
320# ---- --- - -
2 0*ff" ---- - --- ---- r_ 95-100
150# --- ---- --- ..`_. — � . ----
0_5
—
95-I00
50-100
1010#
50- i 00
0-5
95-100
95-100
25#---- -- - - -....— __ —
50-10G
95-100
Filter Material
The following criteria is to be met when selecting the filter blanket material:
D15 filter 050 rip rap
D15 filter D50 filter
Base refers to the material underlying the filter, the natural bank material.
D15 for example refers to the i5 per cent size of the material and so forth for the other values; D50 and 085.
Hyd. Man.
Page F-34
LEVEE CRITERIA
TYPICAL GUNITE OR CONCRETE LEVEE SECTION
!S' _,..4
access rd.
Cut -Oft
walls
Drain material
CContini ous) --
Expansion joint with
asphalt f iller�
Flow __
SECTION A— A
5'
ell
N `L � Max.ttood stage
7 Both ways
:;. =•: .3" Dia. Weep holes @ 10'
\A,<
intermediates
ends of levee
xi.st. stream Sec
�-"I m
O � jilt
-•-----.a Stirrups
TYPICAL GA81 ON LEVEE SECTION
15' Min.
access rd.
t�:.a°• sum
Conc. cap -'
Counted art @
each end of levee
_;Levee basket \
.__Z baacet
Max. flood stage
-All baskets co be tied Eogeche.--
per manufactures instructions
instructions
bed T
Apron length___
per sable
SECTION 8 — 8
Hyd. Man.
LEVEE CRITERIA
Page F-35
TYPICAL ROCK RIP —RAP LEVEE SECTIONS
-- -- --,��
- - - --�
Access
Note: yhi
Case A is to be used to ' o-
unless around Water
makes it dff6ticule to C`�i`® �U'
excavate below si'ream
bed. f,IK, 40
:Q
CASE A
C`
Access rd. '
Case B is co be used
in lieu all Case A C4' shy
where high ground
water is a problem.
CASE 8
Max.,f-lood stage
-0
Fx i s t. stream bed
Max. flood stage
Exist. stream bed
Hyd. Man.
Page F-36
LEVEE CRITERIA
TYPICAL SECTION AT SCOUR GAGES
All he
,Pvi th
--c I evati or,
--
(Typical)
les baciEfilled
colored rocksx-
--
'---------___--
* Rock to be %2" - 1 %2" with a
color that is distinctly
diff erenithan the surrounding
motrri al.
{-•------- --------=���-----al
The :45 Built' Elevation of the top of each scour gage is to be accuratety surveyed and recorded on the `As Built' drawings Hyd. liar.
LEVEE CRITERIA Page F-37
[ON
RIVER WIDTH/ OUTER CURVE RADIUS
w
2.4 2.2
2.0O W
J
LL Q
O
2 a
h- O
1.8 w O
a LL
cc X
w Q
1.6 a
w
a
it
m
O
1.4 N
1.2 m
SCOUR DEPTHS ON OUTER CURVES
4yd. Man. F-06
APPENDIX E
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Appendix I
Response to Comment
City of Temecula
Murrieta Creek Bridge at Overland Drive Project Responses to Comments on the IS-MND Responses to Comments on the IS-MND
This section includes comments received during the circulation of the Draft IS-MND prepared for the Murrieta Creek Bridge at Overland Drive Project (proposed project), and responses to those comments relevant to the environmental analysis.
The Draft IS -MIND was circulated for a 30-day public review period that began on January 12, 2024, and ended on February 12, 2024. The City of Temecula received one comment letter on the IS-MND.
The commenter and the page number on which the commenter's letter appears are listed below.
Amy McNeill, Engineering Project Manager, Riverside County Flood Control District and Water Conservation District (RCFCD&WCD)
The comment letter and responses follow. The comment letter has been numbered sequentially and each separate issue raised by the commenter has been assigned a number. The response to comment identifies first the number of the comment letter, and then the number assigned to each issue (Response 1.2, for example, indicates that the response is for the second issue raised in comment Letter 1). Changes to the IS -MIND are indicated in stFikethFeugh and underline.
Final Initial Study - Mitigated Negative Declaration
JASON E. UHLEY 1995 MARKET STREET
General Manager -Chief Engineer Awl
RIVERSIDE, CA 92501
951.955.1200
951.788.9965 FAX
www.rcflood.org
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
254776
February 5, 2024
City of Temecula
Community Development Department
41000 Main Street,
Temecula CA 92590
Attention: Nino Abad Re: Murrieta Creek Bridge at Overland Drive (Avenida Alvarado over Murrieta Creek),
CIP No. PW 16-05, Federal Aid
Project No. BR-NBIL (543)
The Riverside County Flood Control and Water Conservation District (District) does not normally recommend conditions for land divisions or other land use cases in incorporated cities. The District also does not plan Check city land use cases or provide State Division of Real Estate letters or other flood hazard reports for such cases.
District comments/recommendations for such cases are normally limited to items of specific interest to the District including District Master Drainage Plan facilities, other regional flood control and drainage facilities which could be considered a logical component or extension of a master plan system, and District Area Drainage Plan fees (development mitigation fees). In addition, information of a general nature is provided.
The District's review is based on the above -referenced project transmittal, received January 11, 2024. The District has not reviewed the proposed project in detail, and the following comments do not in any way constitute or imply District approval or endorsement of the proposed project with respect to flood hazard, public health and safety, or any other such issue:
❑ This project would not be impacted by District Master Drainage Plan facilities, nor are other facilities of regional interest proposed.
❑ This project involves District proposed Master Drainage Plan facilities, namely, . The District will accept ownership of such facilities on written request by the City. The Project Applicant shall enter into a cooperative agreement establishing the terms and conditions of inspection, operation, and maintenance with the District and any other maintenance partners. Facilities must be constructed to District standards, and District plan check and inspection will be required for District acceptance. Plan check, inspection, and administrative fees will be required. All regulatory permits (and all documents pertaining thereto, e.g., Habitat Mitigation and Monitoring Plans, Conservation Plans/Easements) that are to be secured by the Applicant for both facility construction and maintenance shall be submitted to the District for review. The regulatory permits' terms and conditions shall be approved by the District prior to improvement plan approval, map recordation, or finalization of the regulatory permits. There shall be no unreasonable constraint upon the District's ability to operate and maintain the flood control facility(ies) to protect public health and safety.
❑ This project proposes channels, storm drains larger than 36 inches in diameter, or other facilities that could be considered regional in nature and/or a logical extension a District's facility, the District would consider accepting ownership of such facilities on written request by the City. The Project Applicant shall enter into a cooperative agreement establishing the terms and conditions of inspection, operation, and maintenance with the District and any other maintenance partners. Facilities must be constructed to District standards, and District plan check and inspection will be required for District acceptance. Plan check, inspection, and administrative fees will be required. The regulatory permits' terms and conditions shall be approved by the District prior to improvement plan approval, map recordation, or finalization of the regulatory permits. There shall be no unreasonable constraint upon the District's ability to operate and maintain the flood control facility(ies) to protect public health and safety. 2 City of Temecula -2- February 5, 2024
Re: Murrieta Creek Bridge at Overland Drive
(Avenida Alvarado over Murrieta Creek), 254776
CIP No. PW 16-05, Federal Aid
Project No. BR-NBIL (543)
❑ This project is located within the limits of the District's Murrieta Creek (❑Murrieta Valley ❑Temecula Valley El Santa Gertrudis Valley El Warm Springs Valley) Area Drainage Plan for which drainage fees have been adopted. If the project is proposing to create additional impervious surface area, applicable fees should be paid (in accordance with the Rules and Regulations for Administration of Area Drainage Plans) to the Flood Control District or City prior to issuance of grading or building permits. Fees to be paid should be at the rate in effect at the time of issuance of the actual permit. ❑X An encroachment permit shall be obtained for any construction and/or restoration related activities occurring within District right of way or facilities, namely, Murrieta Creek Channel and Temecula Creek.
If the Permittee proposes to do work within a potentially jurisdictional area (such as open channels and basins), the Permittee shall accept full responsibility for obtaining, implementing, and complying with all applicable provisions of the appropriate regulatory permit(s). These regulatory permits include but are
1.1 not limited to: a California State Department of Fish and Wildlife Streambed Alteration Agreement in compliance with the Fish and Game Code Section 1600 et seq.; a Section 404 Permit issued by the U.S.
Army Corps of Engineers in compliance with Section 404 of the Clean Water Act; and a 401 Water Quality Certification or a Report of Waste Discharge Requirements in compliance with Section 401 of the Clean Water Act or State Porter -Cologne Water Quality Act, respectively, from the appropriate Regional Water Quality Control Board. Encroachment permit processing will include review of these documents. Please note that conservation easements and mitigation areas within the District's right of
1.2 way may conflict with the maintenance of District facilities, therefore conservation easements and mitigation areas within District right of way are not permitted. If a proposed storm drain connection
1.3 exceeds the hydraulic performance of the existing drainage facilities, mitigation will be required. For further information, contact the District's Encroachment Permit Section at 951.955.1266. ❑ The District's previous comments are still valid.
GENERAL INFORMATION
This project may require a National Pollutant Discharge Elimination System (NPDES) permit from the State
1.4 Water Resources Control Board. Clearance for grading, recordation, or other final approval should not be given until the City has determined that the project has been granted a permit or is shown to be exempt.
If this project involves a Federal Emergency Management Agency (FEMA) mapped floodplain, the City should require the applicant to provide all studies, calculations, plans, and other information required to meet FEMA
1.5 requirements, and should further require the applicant obtain a Conditional Letter of Map Revision (CLOMR) prior to grading, recordation, or other final approval of the project and a Letter of Map Revision (LOMR) prior to occupancy.
1.6 The project proponent shall bear the responsibility for complying with all applicable mitigation measures defined in the California Environmental Quality Act (CEQA) document (i.e., Negative Declaration, Mitigated Negative Declaration, Environmental Impact Report) and/or Mitigation Monitoring and Reporting Program, if a CEQA document was prepared for the project. The project proponent shall also bear the responsibility for complying with all other federal, state, and local environmental rules and regulations that may apply. The District needs to demonstrate that all District related activities for the Project comply with CEQA. This is typically achieved through determinations from the CEQA Lead Agency for the project. We require the applicant to provide a copy of the approved, adopted, or certified CEQA document and the notice of determination if one was prepared by the Lead Agency for the proposed project. For this Project, the Lead Agency is the City of Temecula and the District will be a Responsible Agency under CEQA.
Very truly yours, .. .///�J
d,V y �j, � ?2.
AMY MCNEILL
Engineering Project Manager
EM:blm
City of Temecula
Murrieta Creek Bridge at Overland Drive Project Responses to Comments on the IS-MND Letter 1
COMMENTER: Amy McNeill, Engineering Project Manager, RCFCD&WCD DATE: February 5, 2024
Response 1.1
The commenter states an encroachment permit must be obtained for construction or restoration activities occurring within the Murrieta Creek Channel and Temecula Creek, which are both within RCFCD&WCD right of way or facilities. The commenter also notes that, if work will be completed within a jurisdictional area, the City of Temecula is responsible for obtaining, implementing, and complying with all provisions of the appropriate regulatory permits.
The Draft IS-MND indicated that project approval is required by the United States Army Corps of Engineers, United States Fish and Wildlife Service, California Department of Fish and Wildlife, Regional Water Quality Control Board, and Riverside County Flood Control District. Section 9, Other Public Agencies Whose Approval is Required, on Page 5 of the Draft IS-MND has been amended in response to the comment to provide clarity on the permits and approvals that are required, as follows:
The City of Temecula is the lead agency with responsibility for approving the project. The project would require regulatory permits from the U.S. Army Corps of Engineers USACE California Department of Fish and Wildlife (CDFW), and San Diego Regional Water Quality Control Board (RWQCB) due to impacts to iurisdictional Waters of the State or Waters of the United States. An encroachment permit from the Riverside County Flood Control District and Water Conservation District (RCFCD&WCD) would be required due to the proposed construction activities within the Murrieta Creek Channel. Approval from the Western Riverside County Regional Conservation Authority (RCA), CDFW, and the United States Fish and Wildlife Service (USFWS) would be required for compliance with the Western Riverside Multiple Species Habitat Conservation Plan (MSHCP) and the Determination of Biologically Eauivalent or Superior Preservation (DBESP).
Response 1.2
The commenter states that conservation easements and mitigation areas within District rights of way are not permitted.
The commenter's statements regarding conservation easements and mitigation areas within District rights of way are noted. The project does not propose conservation easements or mitigation areas within District rights of way.
Response 1.3
The commenter states that, if a proposed storm drain connection exceeds the hydraulic performance of the existing drainage facilities, mitigation will be required.
Hydraulic analyses were performed for the project and are contained in the Hydrology and Hydraulics Report prepared by Engineering Resources of Southern California, Inc. in May 2020 (Appendix H). The hydraulic analyses confirmed that the hydraulic performance of the existing drainage facilities and Murrieta Creek would not be exceeded.
Final Initial Study - Mitigated Negative Declaration
City of Temecula
Murrieta Creek Bridge at Overland Drive Project Responses to Comments on the IS-MND Response 1.4
The commenter notes that the project may require an NPDES permit from the State Water Resources Control Board.
As discussed in Section 10, Hydrology and Water Quality, of the Draft IS-MND, the City of Temecula would obtain coverage under the State Water Resource Control Board's General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities, Order No. 2022- 0057-DWQ, NPDES No. CAS000002 (Construction Stormwater General Permit).
Response 1.5
The commenter indicates that projects involving FEMA mapped floodplains require a Conditional Letter of Map Revision (CLOMR).
As discussed in Section 10, Hydrology and Water Quality, of the Draft IS-MND, the bridge would be constructed above the 100-year water surface elevation associated with the mapped floodway.
Response 1.6
The commenter states that the City of Temecula must be responsible for complying with all mitigation measures defined in the CEQA document, as well as all other federal, state, and local environmental rules and regulations that apply. The commenter also states that the City is required to provide a copy of the approved, adopted, or certified CEQA document and the associated notice of determination.
This comment is noted. The City will comply with all mitigation measures outlined in the accompanying Mitigation Monitoring and Reporting Program, as well as with the conditions of all environmental regulatory permits. The adopted CEQA document and its NOP will be provided to the District following project approval.
Final Initial Study - Mitigated Negative Declaration
City of Temecula
Murrieta Creek Bridge at Overland Drive Project Responses to Comments on the IS-MND This page intentionally left blank.
Final Initial Study - Mitigated Negative Declaration
Appendix J
Mitigation Monitoring and Reporting Program
Mitigation Monitoring and Reporting Program
Mitigation Monitoring and Reporting Program
The Initial Study -Mitigated Negative Declaration (IS-MND) for the Murrieta Creek Bridge at Overland Drive Project (project) identifies the mitigation measures required to reduce the environmental impacts associated with the project. The California Environmental Quality Act (CEQA) requires a public agency to adopt a monitoring and reporting program for assessing and ensuring compliance with any required mitigation measures applied to proposed development. As stated in Section 21081.6(a)(1) of the Public Resources Code:
"the public agency shall adopt a reporting or monitoring program for the changes made to the project or conditions of project approval, adopted in order to mitigate or avoid significant effects on the environment."
Section 21081.6 also provides general guidelines for implementing mitigation monitoring programs and indicates that specific reporting and/or monitoring requirements, to be enforced during project implementation, shall be defined as part of making findings or adopting a mitigated negative declaration.
The mitigation monitoring table lists the identified mitigation measures for the project. To ensure that the mitigation measures are properly implemented, a monitoring program has been devised which identifies the timing and responsibility for monitoring each measure.
The first column identifies mitigation measures that were identified in the Final IS-MND. The second column, entitled "Action Required," refers to the monitoring action that must be taken to ensure the mitigation measure's implementation. The third column, entitled "Monitoring Timing," refers to when the monitoring will occur to ensure that the mitigation action is complete. The fourth column, entitled "Monitoring Frequency," refers to how often the monitoring will occur to ensure that the mitigation action is complete. The fifth column, entitled "Monitoring Responsibility," refers to the agency responsible for oversight or ensuring that the mitigation measure is implemented. The "Compliance Verification" column is where the agency responsible for oversight verifies that the measures have been implemented.
Initial Study -Mitigated Negative Declaration
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
BI0-1.1 Riparian/Riverine Resources
Obtain all required
permits/agreements/certifications from
the USACE, the CDFW, the RWQCB, and
the RCFC&WCD.
13I0-1.2 Riparian/Riverine Resources
Either preserve or restore
Riparian/Riverine Resources by:
a) Preserve riparian/riverine resources:
existing riparian habitat (preferably
within or adjacent to an area identified
as a Criteria Area, Core, or Linkage by
the MSHCP).
M
b) Restore riparian/riverine resources:
(1) restore areas temporarily impacted
by the project onsite at a 1:1 ratio; and
(2) provide offsite restoration for areas
permanently impacted by the project. A
detailed restoration program shall be
prepared for approval by the USACE and
the CDFW prior to construction and shall
contain the following items:
Responsibilities and Qualifications.
Responsibilities and qualifications
of the personnel to implement and
supervise the plan. The
responsibilities of the City,
specialists, and maintenance
personnel that will supervise and
implement the plan shall be
specified.
Obtain required Prior to ground- Once
permits/agreements/certificati disturbing
ons from regulatory agencies. construction activities.
Prepare and implement a
restoration program to be
approved by USACE and
CDFW.
Prior to construction. Once
City of
Temecula
City of
Temecula
Mitigation Monitoring and Reporting Program
■ Site Selection. Site selection for
restoration and enhancement
mitigation shall be determined in
coordination with the City and the
resource agencies. The mitigation
site(s) shall be located in a
dedicated open space area. The
restoration site selected is located
along Temecula Creek.
■ Site Preparation and Planting
Implementation. Site preparation
shall include (1) protection of
existing native species; (2) trash
and weed removal; (3) native
species salvage and reuse (i.e.,
duff); (4) soil treatments (i.e.,
imprinting, decompacting);
(5) temporary irrigation
installation; (6) erosion -control
measures (i.e., rice or willow
wattles); (7) seed mix application;
and (8) container species, if
appropriate.
■ Schedule. A schedule shall be
developed which includes planting
to occur in late fall and early
winter, between October 1 and
January 30.
■ Maintenance Plan/Guidelines. The
maintenance plan shall include (1)
weed control; (2) herbivory control;
(3) trash removal; (4) irrigation
system maintenance;
(5) maintenance training; (6)
replacement planting; and (7)
biological monitoring during
maintenance activities that occur
during the breeding season.
Mitigation Monitoring and Reporting Program
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
■ Monitoring Plan. The monitoring
plan shall include (1) qualitative
monitoring (i.e., photographs and
general observations); (2)
quantitative monitoring (i.e.,
randomly placed transects); (3)
performance criteria as approved
by the resource agencies; (4)
monthly reports for the first year,
and every other month for
following years; and (5) annual
reports for three to five years,
which will be submitted to the
resource agencies. The site shall be
monitored and maintained for five
years to ensure successful
establishment of riparian habitat
within the restored and created
areas; however, if there is
successful coverage prior to five
years, the City may be released
from monitoring requirements with
the approval of the resource
agencies.
■ Long-term Preservation. Long-term
preservation of the site shall also
be outlined in the conceptual
mitigation plan to ensure the
mitigation site is not impacted by
future projects.
113I0-1.3 Riparian/Riverine Resources
Perform habitat rehabilitation of a 1.23-
acre area in the Temecula Creek
Mitigation Parcel. The City of Temecula
shall mitigate temporary impacts at a
1:1 ratio and permanent impacts at a 3:1
ratio for rehabilitation at the Temecula
Creek mitigation site. Rehabilitation
4 Perform habitat rehabilitation
of a 1.23-acre area in the
Temecula Creek Mitigation
Parcel.
Following Monthly for City of
construction. three years Temecula
Mitigation Monitoring and Reporting Program
activities for permanent impacts would
consist of 1) control of non-native
weeds, and 2) replanting with
appropriate native, riparian plant
species that currently occur within the
mitigation parcel. For temporary
impacts, habitat shall be re -vegetated
with a native seed mix suitable for use at
each location after construction. This
seed mix will be in addition to replanting
cuttings, regular weeding and
monitoring of the arroyo willow thicket
that is currently on site. All restoration
activities shall be overseen by a qualified
Restoration Specialist familiar with
riparian habitat restoration
implementation, monitoring, and
reporting. The work will be performed
by a Restoration Contractor. The
Restoration Contractor is a qualified
native landscape contractor with
experience in riparian restoration, who
is responsible for site preparation,
installation, and maintenance of the
mitigation area. The Restoration
Specialist shall identify the spatial
distribution of native plantings for
optimal habitat development based on
various environmental factors, including,
but not limited to, elevation and
hydrology. Final quantities per species
shall be determined based on site
conditions after construction and as
directed by the Restoration Specialist.
Cuttings to be installed in the temporary
impact areas shall be spaced irregularly
and in clusters to emulate natural
conditions. Actual species installed shall
be dependent on those species that are
Mitigation Monitoring and Reporting Program
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
available at the time of implementation.
A vegetative cover consisting of
desirable riparian plant species is
expected to develop from the installed
material with proper management. Plant
spacing is designed to achieve dense
native cover within three years or less. It
is expected that native understory
species will naturally colonize and
establish.
13I0-2.1 Least Bell's Vireo
The limits of project construction shall
be clearly delineated with the use of
fencing (lathe and rope, orange snow
fencing, or stakes and flagging) prior to
the initiation of construction.
13I0-2.2 Least Bell's Vireo
To the extent practicable, vegetation
removal within the creek and
construction of the project shall be
conducted during the non -breeding
season for the least Bell's vireo (i.e.,
September 16 to March 14) in order to
avoid indirect noise impacts on this
species. If project construction begins
during the vireo nesting season, a
qualified Biologist shall survey all
riparian habitat within 500 feet of the
construction limits for the presence of
least Bell's vireo nests/territories prior
to the start of construction. Three
surveys shall be conducted within one
week prior to the initiation of
construction within or adjacent to
riparian habitat. Any active
nests/territories shall be mapped on an
Fence limits of project
construction.
Ensure a qualified Biologist
prepares a pre -construction
least Bell's vireo survey report
and submits the report to
USFWS and CDFW. Survey all
riparian habitat within 500
feet of the construction limits
for the presence of least Bell's
vireo nests/territories. Map
active nests/territories on an
aerial photograph and provide
location information to USFWS
and CDFW. Mark the location
of any least Bell's vireo
nests/territories on applicable
construction plans.
Prior to the initiation
of construction.
Prior to the start of
construction, if
vegetation removal or
construction begins
during the vireo
nesting season.
Once
Three surveys
within one
week of
construction
initiation
within or
adjacent to
riparian
habitat.
Update
surveys once
per week as
long as
construction
is within 500
feet of
riparian
habitat.
Surveys may
be
City of
Temecula
City of
Temecula
aerial photograph by the Biologist, and
the location information shall be given
to the USFWS and CDFW. The location7
of any least Bell's vireo nests/territories
shall be marked on applicable
construction plans. If no active
nests/territories are found, construction
may proceed. Surveys shall be updated
once per week as long as construction is
within 500 feet of riparian habitat.
Surveys may be discontinued if no vireos
have been detected after eight weekly
visits; if a vireo territory is observed,
monitoring surveys shall be continued
until vireo leave for the wintering
grounds (August/September). A pre -
construction least Bell's vireo survey
report (including mapping of any active
territories) shall be prepared by a
qualified Biologist and shall be
submitted to the USFWS and CDFW.
BIO-2.3 Least Bell's Vireo
Any active territories shall be protected
Protect active territories by
as Environmentally Sensitive Areas
implementing construction
(ESAs) until no longer occupied to
restrictions:
ensure compliance with the Federal and
No clearing of
State Endangered Species Acts and
habitat within
Migratory Bird Treaty Act. To protect
Murrieta Creek
any active territory sites, the following
Restrict access and
restrictions on construction are required
surveying within
between March 15 and September 15
approximately 100
(or until territories are no longer active,
feet of
as determined by a qualified Biologist):
nests/territories
(1) no clearing of habitat shall be
Ensure all construction
allowed within Murrieta Creek and (2)
activities within Murrieta
access and surveying shall not be
Creek during the breeding
allowed within approximately 100 feet
of nests/territories (or as otherwise
Mitigation Monitoring and Reporting Program
During construction.
discontinued
if no vireos
have been
detected
after eight
weekly visits;
if a vireo
territory is
observed,
monitoring
surveys shall
be continued
until vireo
leave for the
wintering
grounds
(August/Sept
ember).
Throughout
the breeding
season
(March 15 to
September
15), or until
territories are
no longer
active.
Mitigation Monitoring and Reporting Program
City of
Temecula
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
determined by a qualified Biologist). Any season are monitored by a construction activities that would occur qualified Biologist. within Murrieta Creek during the
breeding season shall be monitored by a
qualified Biologist.
BIO-2.4 Least Bell's Vireo
If construction would result in noise
readings greater than 60 A -weighted
decibels (dBA) at the edge of least Bell's
vireo habitat (Murrieta Creek),
construction shall not be allowed during
the breeding season (March 15 to
September 15) unless appropriate noise
measures are implemented, as approved
by the USFWS and the CDFW.
Soundwalls shall be installed, as -needed,
to maintain a noise level of less than 60
dBA at the edge of riparian habitat.
Installation of the noise barriers shall be
monitored by a qualified Biologist to
ensure that riparian habitat is not
inadvertently affected. A noise
monitoring methodology shall be used
during the breeding season for
construction within 500 feet of occupied
habitat along Murrieta Creek. Noise
monitoring stations shall be monitored
weekly between March 15 and
September 15 to ensure that noise levels
remain less than 60 dBA.
BIO-3 Burrowing Owl
A pre -construction survey for burrowing
owl will be conducted 30 days prior to
construction. If burrowing owl is present
in the impact area during the breeding
season (March 1 to August 31), the
Implement construction noise
measures (soundwalls) to
reduce noise readings below
60 dBA at the edge of least
Bell's vireo habitat (Murrieta
Creek) during the breeding
season (March 15 to
September 15). Monitor
construction noise during the
breeding season.
Ensure a pre -construction
survey for burrowing owl is
completed. Protect active
burrows during the breeding
season (March 1 to August 31)
by establishing a 500-foot
During construction.
30 days prior to
construction.
Implement
noise
measures
throughout
the breeding
season
(March 15 to
September
15). Monitor
construction
noise weekly
throughout
the breeding
season
(March 15 to
September
15).
Once if
burrowing
owls are not
detected. If
burrowing
owls are
City of
Temecula
City of
Temecula
Mitigation Monitoring and Reporting Program
burrow will be protected until nesting
buffer around the active
detected
activity has ended. To protect the active
burrow. Flush owls from their
during
burrow, a 500-foot buffer will be
burrows if present during the
breeding
established around the active burrow.
non -breeding season
season, daily
Any encroachment into the buffer area
(September 1 to February 28).
monitoring
around the active burrow will only be
during
allowed if the Biologist determines that
breeding
the proposed activity will not disturb the
season
nest occupants. Construction can
(March 1 to
proceed when the qualified Biologist has
August 31).
determined that fledglings have left the
nest. If burrowing owl is present in the
impact area during the non -breeding
season (September 1 to February 28),
the burrowing owl will be flushed from
the burrow and the burrow will be
closed using CDFW-approved burrow -
closing procedures. If no burrowing owls
are observed, construction may
proceed.
13I0-4 Night Lighting
Permanent night lighting used to light
Use approved wildlife -friendly
Prior to the issuance of Once Project
the bridge shall use best engineering
night lighting and direct
a grading permit. engineer
practices to direct lighting to the
lighting to the roadway to
roadway and shall minimize spillage of
minimize spillage of light into
light into adjacent habitat areas to the
adjacent habitat areas. Submit
extent practicable. Additionally,
lighting designs to the City of
approved wildlife -friendly night lighting
Temecula Planning
will be used. Lighting designs shall be
Department for review and
submitted to the City of Temecula
approval.
Planning Department for review and
approval prior to the issuance of a
grading permit for the project.
13I0-5 Noise
The bridge concrete deck shall receive
Ensure the bridge deck
Prior to bridge Once City of
grinding and grooving treatment per
receives grinding and grooving
opening. Temecula
treatment.
Mitigation Monitoring and Reporting Program
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
Caltrans bridge design standards to
reduce vehicular tire noise.
CR-1 Retain a Qualified Archaeological Monitor
Retain a Riverside County qualified
archaeological monitor to monitor all
ground -disturbing activities in
archaeological sensitive sediments in an
effort to identify any unknown
archaeological resources. The Project
Archaeologist shall have the authority to
temporarily redirect earthmoving
activities in the event that suspected
archaeological resources are unearthed
during project construction. The Project
Archeologist shall attend the pre -grading
meeting with the City, Pechanga Tribe,
the construction manager and any
contractors and shall conduct a
mandatory Cultural Resources Worker
Sensitivity Training to those in
attendance. The training shall include a
brief review of the cultural sensitivity of
the project site and surrounding area;
what resources could potentially be
identified during earthmoving activities;
the requirements of the monitoring
program; the protocols that apply in the
event inadvertent discoveries of cultural
resources are identified, including who
to contact and appropriate avoidance
measures until the find(s) can be
properly evaluated; and any other
appropriate protocols. All new
construction personnel that will conduct
earthwork or grading activities that
begin work on the project following the
IN
Retain a qualified
archaeological monitor to
monitor all ground -disturbing
activities; attend a pre -grading
meeting with the City,
Pechanga Tribe, the
construction manager, and any
contractors; and, conduct a
mandatory Cultural Resources
Worker Sensitivity Training.
Prior to the issuance of
a grading permit.
Daily during
ground -
disturbing
activities.
City of
Temecula
■
initial Training shall take the Cultural
Sensitivity Training prior to beginning
work and the project archaeologist shall
make themselves available to provide
the training on an as -needed basis.
CR-2 Cultural Resources Treatment and Monitoring Agreement Contact the Pechanga Tribe to notify the
Tribe of grading, excavation and the
monitoring program, and to coordinate
with the City of Temecula and the Tribe
to develop a Cultural Resources
Treatment and Monitoring Agreement.
The Agreement shall address the
treatment of known cultural resources,
the designation, responsibilities, and
participation of professional Native
American Tribal monitors during
grading, excavation and ground
disturbing activities; project grading and
development scheduling; terms of
compensation for the monitors; and
treatment and final disposition of any
cultural resources, sacred sites, and
human remains discovered on the site.
Tribal monitors shall have the authority
to temporarily halt and redirect earth
moving activities in the affected area in
the event that suspected archaeological
resources are unearthed. The Pechanga
Tribe shall attend the pre -grading
meeting with the City, Project
Archaeologist, the construction manager
and any contractors and shall conduct a
mandatory Cultural Resources Worker
Sensitivity Training to those in
attendance. The training shall include a
brief review of the cultural sensitivity of
the project and the surrounding area;
Notify Pechanga Tribe of
grading, excavation and the
monitoring program, and
develop a Cultural Resources
Treatment and Monitoring
Agreement with the Tribe.
Mitigation Monitoring and Reporting Program
Prior to beginning
construction.
Daily during
ground -
disturbing
activities.
Mitigation Monitoring and Reporting Program
City of
Temecula
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
what resources could potentially be
identified during earthmoving activities;
the requirements of the monitoring
program; the protocols that apply in the
event inadvertent discoveries of cultural
resources are identified, including who
to contact and appropriate avoidance
measures until the find(s) can be
properly evaluated; and any other
appropriate protocols.
CR-3 Pre -Grade Report
Project Archaeologist shall file a Cultural
Resource Monitoring Plan (CRMP) with
the City to document the proposed
methodology for grading activity
observation which will be determined in
consultation with the Pechanga Tribe.
Methodology shall include:
■ Project description and location;
• Project grading and development
scheduling;
■ Roles and responsibilities of
individuals on the project;
■ The pre -grading meeting and
Cultural Resources Worker
Sensitivity Training details;
■ The protocols and stipulations that
the contractor, City, Consulting
Tribe(s) and Project Archaeologist
shall follow in the event of
inadvertent cultural resources
discoveries, including any newly
discovered cultural resource
deposits that shall be subject to a
cultural resource's evaluation;
12 Prepare and file a Cultural
Resource Monitoring Plan
(CRMP) with the City of
Temecula.
Prior to beginning Once Project
construction. Archaeologist
Mitigation Monitoring and Reporting Program
• The type of recordation needed for
inadvertent finds and the
stipulations of recordation of
sacred items; and,
■ Contact information of relevant
individuals for the project.
CR-4 Inadvertent Discovery of Human
Remains
If human remains are encountered,
Halt disturbance until the If human remains are
Each time City of
California Health and Safety Code
Riverside County Coroner has encountered.
human Temecula
Section 7050.5 states that no further
made the necessary findings as
remains are
disturbance shall occur until the
to origin. Leave remains in
encountered.
Riverside County Coroner has made the
place and free from
necessary findings as to origin. Further,
disturbance until a final
pursuant to California Public Resources
decision as to their treatment
Code Section 5097.98(b) remains shall
and disposition has been
be left in place and free from
made. If the Riverside County
disturbance until a final decision as to
Coroner determines the
their treatment and disposition has been
remains to be Native
made. If the Riverside County Coroner
American, contact the Native
determines the remains to be Native
American Heritage
American, the Native American Heritage
Commission within 24 hours to
Commission must be contacted within
identify the "most likely
24 hours. The Native American Heritage
descendant(s)" of receiving
Commission must then immediately
notification of the discovery.
identify the "most likely descendant(s)"
of receiving notification of the discovery.
The most likely descendant(s) shall then
make recommendations within 48 hours
of being granted access to the site, and
engage in consultations concerning the
treatment of the remains as provided in
Public Resources Code 5097.98 and the
Treatment Agreement described in TCR-
2. CR-5 Ownership of Cultural Resources
The landowner shall relinquish
Relinquish ownership of all If cultural resources
Each time City of
ownership of all cultural resources,
cultural resources found on are found.
cultural Temecula
Mitigation Monitoring and Reporting Program 13
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
including sacred items, burial goods and the project area to the resources are all archaeological artifacts that are appropriate Tribe. found. found on the project area to the
appropriate Tribe for proper treatment
and disposition.
CR-6 Avoidance of Sacred Sites
It is understood by all parties that,
unless otherwise required by law, the
site of any reburial of Native American
human remains or associated grave
goods shall not be disclosed and shall
not be governed by public disclosure
requirements of the California Public
Records Act. The Coroner, pursuant to
the specific exemption set forth in
California Government Code 6254(r),
parties, and Lead Agencies, shall be
asked to withhold public disclosure
information related to such reburial,
pursuant to the specific exemption set
forth in California Government Code
6254(r).
Ensure reburial sites for Native
American human remains or
associated grave goods are not
disclosed.
CR-7 Inadvertent Discovery of Cultural Resources
If inadvertent discoveries of subsurface Assess the significance of archaeological/cultural resources are
inadvertent discoveries of
discovered during grading, the
subsurface
Developer, the project archaeologist,
archaeological/cultural
and the Tribe shall assess the
resources and meet to confer
significance of such resources and shall
regarding the mitigation for
meet and confer regarding the
such resources. If the
mitigation for such resources. Pursuant
Developer, the project
to California Public Resources Code §
archaeologist, and Pechanga
21083.2(b) avoidance is the preferred
Tribe cannot agree on the
method of preservation for
significance or the mitigation
archaeological resources. If the
for such resources, these
Developer, the project archaeologist and
issues must be presented to
the Tribe cannot agree on the
the City's Planning Director for
a decision.
14 If human remains are Each time
reburied. human
remains are
reburied.
City of
Temecula
Upon inadvertent
For each City of
discovery of
inadvertent Temecula
subsurface
discovery of
archaeological/cultural
subsurface
resources.
archaeologica
I/cultural
resources.
Mitigation Monitoring and Reporting Program
significance or the mitigation for such
resources, these issues will be presented
to the City's Planning Director for a
decision. The Planning Director shall
make the determination based on the
provisions of the California
Environmental Quality Act with respect
to archaeological resources and shall
take into account the religious beliefs,
customs, and practices of the Tribe.
Treatment of tribal cultural resources
inadvertently discovered during the
project's ground -disturbing activities
shall be subject to the consultation
process required by state law and AB 52:
All ground disturbance activities
within 100 feet of the discovered
cultural resources shall be halted
until a meeting is convened
between the Project Applicant, the
Project Archaeologist, the Tribal
Representative(s), and the
Community Development Director
to discuss the significance of the
find.
At the meeting, the significance of
the discoveries shall be discussed
and after consultation with the
Tribal Representative(s) and the
Project Archaeologist, a decision
shall be made, with the
concurrence of the Community
Development Director, as to the
appropriate mitigation
(documentation, recovery,
avoidance, etc.) for the cultural
resources.
Mitigation Monitoring and Reporting Program 15
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
■ Further ground disturbance,
including but not limited to
grading, trenching etc., shall not
resume within the area of the
discovery until an agreement has
been reached by all parties as to
the appropriate mitigation. Work
shall be allowed to continue
outside of the buffer area and will
be monitored by additional Tribal
Monitors, if needed.
■ Treatment and avoidance of the
newly discovered resources shall
be consistent with the Cultural
Resources Management Plan and
Monitoring Agreements entered
into with the appropriate tribes.
This may include avoidance of the
cultural resources through project
design, in -place preservation of
cultural resources located in native
soils and/or re -burial on the project
property so they are not subject to
further disturbance in perpetuity as
identified in Non -Disclosure of
Reburial Condition/Mitigation
Measures.
■ If the find is determined to be
significant and avoidance of the
site has not been achieved, a Phase
III data recovery plan shall be
prepared by the Project
Archeologist, in consultation with
the Tribe, and shall be submitted to
the City for their review and
approval prior to implementation
of the said plan.
■ Pursuant to Calif. Pub. Res. Code §
21083.2(b), avoidance is the
UR
preferred method of preservation
for archaeological resources and
cultural resources. If the Project
Applicant and the Tribe(s) cannot
agree on the significance or the
mitigation for the archaeological or
cultural resources, these issues will
be presented to the City
Community Development Director
for decision. The City Community
Development Director shall make
the determination based on the
provisions of the California
Environmental Quality Act with
respect to archaeological
resources, recommendations of the
project archeologist and shall
consider the cultural and religious
principles and practices of the
Tribe. Notwithstanding any other
rights available under the law, the
decision of the City Community
Development Director shall be
appealable to the City Planning
Commission and/or City Council."
Evidence of compliance with this
mitigation measure, if a significant
archaeological resource is found,
shall be provided to City of
Temecula upon the completion of a
treatment plan and final report
detailing the significance and
treatment finding.
CR-8 Final Disposition of Inadvertent Discovery
In the event that Native American For each inadvertent
cultural resources are discovered during discovery, carry out final the course of grading (inadvertent disposition procedures in discoveries), the following procedures
Following inadvertent
discovery of
subsurface
For each
inadvertent
discovery of
subsurface
archaeologica
Mitigation Monitoring and Reporting Program
City of
Temecula
Mitigation Monitoring and Reporting Program 17
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
shall be carried out for final disposition order of Pechanga Tribe archaeological/cultural I/cultural of the discoveries. One or more of the preference. resources. resources. following treatments, in order of
preference, shall be employed with the
tribes. Evidence of such shall be
provided to the City of Temecula
Community Development Department:
■ Preservation -In -Place of the
cultural resources, if feasible.
Preservation in place means
avoiding the resources, leaving
them in the place where they were
found with no development
affecting the integrity of the
resources.
■ Reburial of the resources on the
project property. The measures for
reburial shall include, at least,
measures and provisions to protect
the future reburial area from any
future impacts in perpetuity.
Reburial shall not occur until all
legally required cataloging and
basic recordation have been
completed, with an exception that
sacred items, burial goods, and
Native American human remains
are excluded. Any reburial process
shall be culturally appropriate.
Listing of contents and location of
the reburial shall be included in the
confidential Phase IV report. The
Phase IV Report shall be filed with
the City under a confidential cover
and not subject to Public Records
Request.
■ If preservation in place or reburial
is not feasible then the resources
In
shall be curated in a culturally
appropriate manner at a Riverside
County curation facility that meets
State Resources Department Office
of Historic Preservation Guidelines
for the Curation of Archaeological
Resources ensuring access and use
pursuant to the Guidelines. The
collection and associated records
shall be transferred, including title,
and are to be accompanied by
payment of the fees necessary for
permanent curation. Evidence of
curation in the form of a letter
from the curation facility stating
that subject archaeological
materials have been received and
that all fees have been paid, shall
be provided by the landowner to
the City. There shall be no
destructive or invasive testing on
sacred items, burial goods, and
Native American human remains.
Results concerning finds of any
inadvertent discoveries shall be
included in the Phase IV monitoring
report. Evidence of compliance
with this mitigation measure, if a
significant archaeological resource
is found, shall be provided to City
of Temecula upon the completion
of a treatment plan and final report
detailing the significance and
treatment finding.
CR-9 Final Inspection
Prior to final inspection, the Project
Archeologist is to submit two (2) copies
of the Phase IV Cultural Resources
Monitoring Report that complies with
Submit two copies of the
Phase IV Cultural Resources
Monitoring Report to the City's
Planning Department, two
Mitigation Monitoring and Reporting Program
Prior to final Once Project
inspection. Archaeologist
Mitigation Monitoring and Reporting Program 19
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
the Planning Department's requirements
copies to the Eastern
for such reports. The Phase IV report
Information Center at the
shall include evidence of the required
University of California
cultural/historical sensitivity training for
Riverside, and one copy to the
the construction staff held during the
Pechanga Cultural Resources
pre -grade meeting. The Planning
Department.
Department shall review the reports to
determine adequate mitigation
compliance. Provided the reports are
adequate, the Planning Department
shall clear this condition. Once the
report(s) are determined to be
adequate, two (2) copies shall be
submitted to the Eastern Information
Center (EIC) at the University of
California Riverside (UCR) and one (1)
copy shall be submitted to the Pechanga
Cultural Resources Department.
GEO-1.1 Paleontological Resource Monitoring
Prior to excavation, the project applicant
Retain a Qualified Professional Prior to excavation
shall retain a Qualified Professional
Paleontologist to draft a
Paleontologist, as defined by the Society
Paleontological Resources
of Vertebrate paleontology (SVP; 2010).
Mitigation and Monitoring
The Qualified Professional
Plan.
Paleontologist shall draft a
Paleontological Resources Mitigation
and Monitoring Plan, which shall direct
all mitigation measures related to
paleontological resources.
GEO-1.2 Paleontological Resource Monitoring
Once
Prior to the start of construction, the
Conduct a paleontological Prior to the start of Once
Qualified Professional Paleontologist or
Worker Environmental construction.
their designee shall conduct a
Awareness Program training
paleontological Worker Environmental
for construction personnel
Awareness Program (WEAP) training for
regarding the appearance of
fossils and the procedures for
20 City of
Temecula
Qualified
Professional
Paleontologist
■
construction personnel regarding the notifying paleontological staff appearance of fossils and the should fossils be discovered by procedures for notifying paleontological construction personnel. staff should fossils be discovered by
construction personnel.
GEO-1.3 Paleontological Resource Monitoring
Full-time paleontological monitoring
Monitor for paleontological
During drilling for the Each time
shall be conducted during drilling for the
resources during drilling
bridge piers that drilling occurs
bridge piers that reaches more than 10
activities. If a fossil is
reaches more than 10 for the bridge
feet below the surface or for the bridge
discovered, stop all
feet below the surface piers at more
abutments that reaches more than 25
construction activity within 50
or for the bridge than 10 feet
feet below the surface. Paleontological
feet of the find. Evaluate the
abutments that below the
monitoring shall be conducted by a
find. If the fossil(s) is (are) not
reaches more than 25 surface or for
paleontological monitor with experience
scientifically significant,
feet below the surface. the bridge
with collection and salvage of
construction activity may
abutments at
paleontological resources and who
resume. If it is determined that
more than 25
meets the minimum standards of the
the fossil(s) is (are)
feet below
SVP (2010) for a Paleontological
scientifically significant,
the surface.
Resources Monitor. The Qualified
salvage the fossil to protect it
Professional Paleontologist may
from damage/destruction
recommend that monitoring be reduced
before construction activity
in frequency or ceased entirely based on
resumes. Identify to the lowest
geologic observations. Such decisions
possible taxonomic level.
shall be subject to review and approval
Prepare fossil to a curation-
by the City of Temecula. In the event of
ready condition, and curate
a fossil discovery by the paleontological
the fossil in a scientific
monitor or construction personnel, all
institution with a permanent
construction activity within 50 feet of
paleontological collection
the find shall cease, and the Qualified
along with all pertinent field
Professional Paleontologist shall
notes, photos, data, and maps.
evaluate the find. If the fossil(s) is (are)
not scientifically significant, then
construction activity may resume. If it is
determined that the fossil(s) is (are)
scientifically significant, the following
shall be completed:
Mitigation Monitoring and Reporting Program
City of
Temecula
Mitigation Monitoring and Reporting Program 21
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
Fossil Salvage. The paleontological
monitor shall salvage (i.e., excavate
and recover) the fossil to protect it
from damage/destruction.
Typically, fossils can be safely
salvaged quickly by a single
paleontological monitor with
minimal disruption to construction
activity. In some cases, larger
fossils (such as complete skeletons
or large mammal fossils) require
more extensive excavation and
longer salvage periods. Bulk matrix
sampling may be necessary to
recover small invertebrates or
microvertebrates from within
paleontologically sensitive
deposits. After the fossil(s) is (are)
salvaged, construction activity may
resume.
Fossil Preparation and Curation.
Fossils shall be identified to the
lowest (i.e., most -specific) possible
taxonomic level, prepared to a
curation-ready condition, and
curated in a scientific institution
with a permanent paleontological
collection along with all pertinent
field notes, photos, data, and
maps. Fossils of undetermined
significance at the time of
collection may also warrant
curation at the discretion of the
Qualified Professional
Paleontologist.
GEO-1.4 Final Paleontological Mitigation Report
22 Upon completion of ground -disturbing
activities (or laboratory preparation and
curation of fossils, if necessary), the
Qualified Professional Paleontologist
shall prepare a final report describing
the results of the paleontological
monitoring efforts. The report shall
include a summary of the field and
laboratory methods employed; an
overview of project geology; and, if
fossils were discovered, an analysis of
the fossils, including physical
description, taxonomic identification,
and scientific significance. The report
shall be submitted to the City of
Temecula and, if fossil curation
occurred, the designated scientific
institution.
Prepare a final report
describing the results of the
paleontological monitoring
efforts. Submit the report to
the City of Temecula and to
the designated scientific
institution, if fossil curation
occurred.
Upon completion of Once after
ground -disturbing
ground
activities, or following
disturbing
laboratory preparation
activities are
and curation of fossils,
concluded, or
if necessary.
after each
laboratory
preparation
and curation
of fossils.
Mitigation Monitoring and Reporting Program
Qualified
Professional
Paleontologist
Mitigation Monitoring and Reporting Program 23
City of Temecula
Murrieta Creek Bridge at Overland Drive Project
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24 City of Temecula
Murrieta Creek Bridge at Overland Drive Project
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26 City of Temecula
Community Development
41000 Main Street - Temecula, CA 92590
Phone (951 ) 694-6400 • Fax (951 ) 694-6477 • TemeculaCA.gov
VIA -ELECTRONIC SUBMITTAL
[email protected]
March 13, 2024
Supervising Legal Certification Clerk
County of Riverside
P.O. Box 751
Riverside, CA 92501-0751
SUBJECT: Filing a Notice of Determination for Long Range Application No. LR24-0099 (PW16-05), Murrieta Creek Bridge at Overland Drive
Dear Sir/Madam:
Enclosed is the Notice of Determination for the above referenced project. Pursuant to Assembly Bill 3158 (Chapter 1706) please find a check in the amount of $2,916.75 for the County Administrative Fee to enable the City to file the Notice of Determination for Mitigated Negative Declaration. Also, the City of Temecula is paying the $50.00 filing fee under protest. It is the opinion of the City that the administrative fee has been increased in a manner inconsistent with the provisions of State Law. Under Public Resources Code Section 21152 and 14 California Code Regulations 1507, the County is entitled to receive a $25.00 filing fee.
Please email a copy of the Notice of Determination within five working days after the 30 day posting to the email listed below.
Should you have any questions regarding this matter, please contact Nino Abad at (951) 308-6385 or at email [email protected]
Sincerely,
Matt Peters
Assistant Director of Community Development
Attachments: Notice of Exemption Form
Electronic Payment - Filing Fee Receipt
City of Temecula
Community Development
Planning Division
Notice of Determination
TO: County Clerk and Recorders Office FROM: Planning Division County of Riverside City of Temecula
P.O. Box 751 41000 Main Street
Riverside, CA 92501-0751 Temecula, CA 92590
SUBJECT: LR24-0099 (PW 16-05), Murrieta Creek Bridge
Filing of a Notice of Determination in compliance with the provisions of Section 21152 of the Public Resources Code
State Clearinghouse No.: 2024010283
Project Title: Murrieta Creek Bridge at Overland Drive (Avenida over Murrieta Creek), CIP No. PW16-05, Federal Aid Project No. BR-NBIL(543)
Project Location: The project is located in the northwest area in the City of Temecula, west of Interstate 15 (1-15), north of Via Montezuma, west of Enterprise Circle West, south of Winchester Road, and east of Diaz Road. The approximate longitude and latitude coordinates of the proposed bridge site are 117.1658° W and 35.5239' N
Project Description: The project proposes to construct an approximately 340-foot-long concrete girder bridge over Murrieta Creek to connect Avenida Alvarado with Overland Drive. The bridge would accommodate four travel lanes, left -turn lane(s) in the median, and two six -foot -wide Class II bike lanes for a curb - to -curb road width of 68 feet. The bridge design would incorporate aesthetically treated concrete barriers, architectural metal hand and bicycle railings. The architectural treatments at the concrete barriers and abutment retaining walls will discourage graffiti. A six -foot -wide sidewalk would be added on the bridge's southern side for pedestrians to cross the creek. Two piers and two abutments would be placed in the creek to support the bridge.
The existing bike trail on the west side of the creek would intersect with the extended Overland Drive by a signal -controlled at -grade crossing. In order to match the roadway two-lane section on Avenida Alvarado on the west side of Diaz Road, the project would transition the existing lane configuration in the eastern portion of Avenida Alvarado to be consistent with the four -lane configuration of the bridge. Traffic signals and associated signing, striping, streetlights, and utilities would be installed at the intersections Overland Drive/Enterprise Circle West and Diaz Road/Avenida Alvarado. Traffic signals and streetlights will be installed at the Overland Drive/Commerce Center Drive intersection by a separate project. Associated improvements along Diaz Road and Avenida Alvarado would include undergrounding electrical utilities, constructing curbs, gutters, and sidewalks, relocating sewer and water facilities, and adding traffic signage and striping. Landscaping modifications would occur along C:\Users\ufc-prod\AppData\Local\Temp\BCL Technologies\easyPDF 8\@BCL@EC1A7800\@[email protected] RAFORMS\CEQA.DEM 2/28/24 klb
the bridge approach, along Diaz Road, along Overland Drive, and at the intersections of Overland Drive/Enterprise Circle West and Diaz Road/Avenida Alvarado.
Lead Agency: City of Temecula, County of Riverside
Contact Person: Nino Abad, Senior Civil Engineer Telephone Number: (951) 308-6385 This is to advise you that the City Council for the City of Temecula has approved the above described project on March 12, 2024 and has made the following determinations regarding this project:
1. The project will not have a significant effect on the environment.
2. That a Mitigated Negative Declaration was prepared for this project pursuant to the provisions of CEQA.
3. Mitigation measures were made a condition of the approval of the project.
4. A Mitigation Monitoring or Reporting Program was not adopted for this project.
5. A Statement of Overriding Consideration was not adopted for this project.
6. Findings were made pursuant to the provisions of CEQA.
This is to certify that the Negative Declaration with comments, responses, and record of project approval is available to the General Public at the City of Temecula, 41000 Main Street, Temecula, California, 92590.
Signature:
Matt Peters
Assistant Director of Community Development
Date received for filing at the County Clerk and Recorders Office:
Date:
C:\Users\ufc-prod\AppData\Local\Temp\BCL Technologies\easyPDF 8\@BCL@EC1A7800\@[email protected] RAFORMS\CEQA.DEM 2/28/24 klb
Ak
The Heart of Southern California
Wine Country
MURRIETA CREEK BRIDGE AT OVERLAND
Circulation Project
Project Description: This project includes the design and construction of a new bridge crossing over Murrieta Creek between Rancho California Road and Winchester Road. This project also includes environmental studies, mitigation, acquisition of right-of-way, and installation of new traffic signals at Overland Drive intersections with Diaz Road and Enterprise Circle West and Commerce.
Benefit: This project improves traffic circulation and access to Overland Drive freeway over -crossing.
Core Value: Transportation Mobility and Connectivity
Project Status: This project is currently in design and is partially funded by the Federal Highway Bridge Program (HBP). During design phase staff will continue seeking additional programming and allocation of more HBP funds for the project.
Department: Public Works - Account No. 210.265.999.5800.PW16-05 / 648 Level: I
City of Temecula
Fiscal Years 2024-28
Capital Improvement Program
Project Cost:
Prior Years
Actuals
2022-23
Adjusted
2023-24
Adopted
Budget
2024-25
Projected
2025-26 2026-27
Projected Projected
2027-28
Projected
Total Project
Cost
5801-Administration
251,384
160,017
100,000
100,000
110,000
721,401
5804-Construction
16,122,000
16,122,000
5805-Construction Engineering
2,051,000
2,051,000
5802-Design & Environmental
763,390
1,968,028
2,731,419
5700-Land Acquisition
3,584,000
31584,000
5806-MSHCP
739,140
66,960
806,100
Total Expenditures
1 1,014,775
6,451,185
166,960
100,000
18,283,000
26,015,920
Source of Funds:
4242-DIF-Street Improvements
2,010,960
166,960 100,000 3,152,655
5,430,575
4417-HBP-Highway Bridge Program
331,242
4,123,758 15,130,345
19,585,345
4002-Measure S
1,000,000
1,000,000
Total Funding
2,342,202
5,123,758 166,960 100,000 18,283,000
26,015,920
Future Operating & Maintenance Costs:
Total Operating Costs
79 Ak
---
The Heart of Southern California
Wine Country
MURRIETA CREEK BRIDGE AT OVERLAND
Circulation Project
City of Temecula
Fiscal Years 2024-28
Capital Improvement Program
2023-24
Prior Years 2022-23 Adopted 2024-25 2025-26 2026-27 2027-28 Total Project Project Cost: I Actuals I Adjusted Budget Projected Projected Projected Projected I Cost Notes :
1. Highway Bridge Program (HBP) Funding is 88.53% of participating items only.
2. DIF Street Improvements funding covers 11.47% of participating items and 100% of non -participating items.
3. HBP funding is authorized for reimbursement by Caltrans in a piecemeal fashion based on project progress, available funding in any given year, and the progress of other projects in the program.
4. When HBP funds are authorized for reimbursement by Caltrans, the reimbursable fiscal year may or may not be identified.
5. While the HBP recognizes the total project cost, it does not program its funds into the future. 80 FPN: BR-NBIL (543)
CITY PROJECT NO: PW-16-05
MURRIETA CREEK BRIDGE AT
OVERLAND DRIVE
1. Location Maps
1UP
(Regional Map)
W�E
N
S
Road
11Page
Item No. 6
CITY OF TEMECULA
AGENDA REPORT
TO: City Manager/City Council
FROM: Patrick Thomas, Director of Public Works/City Engineer DATE: March 12, 2024
SUBJECT: Approve Second Amendment to the Agreement with Reep Fire Protection, Inc., for Fire Suppression System Maintenance Services
PREPARED BY: Julie Tarrant, Principal Management Analyst Stacey Biddle, Management Assistant
RECOMMENDATION: That the City Council approve the second amendment to the agreement with Reep Fire Protection, Inc., for fire suppression system maintenance services, in the amount of $100,000, for a total agreement amount of $200,000.
BACKGROUND: On November 1, 2023, the Director of Public Works approved an agreement with Reep Fire Protection, Inc. for Fire Suppression System Maintenance Services in the amount of $60,000. On February 9, 2024, the City Manager approved the First Amendment to increase payment to $100,000. The Second Amendment will increase payment by and additional $100,000, for a total agreement amount of $200,000.
The fire suppression systems installed in our municipal buildings play a pivotal role in maintaining the safety and well-being of our community members, employees, and visitors.
Recent assessments have revealed that several of these systems are in need of immediate repair and maintenance to ensure their continued functionality and effectiveness in safeguarding lives, property, and City assets. The Second Amendment will provide the additional funds to cover these expenses and allow continued services for the remainder of the fiscal year.
Reep Fire Protection, Inc. has demonstrated its capability and responsiveness to the needs of the City while offering an efficient and economical means of completing the work.
FISCAL IMPACT: Adequate funds are available in the Fiscal Year 2023-2024 Annual Operating Budget.
ATTACHMENTS: Second Amendment
SECOND AMENDMENT TO AGREEMENT BETWEEN
CITY OF TEMECULA AND REEP FIRE PROTECTION, INC.
FIRE SUPPRESSION SYSTEM MAINTENANCE SERVICES
THIS SECOND AMENDMENT is made and entered into as of March 12, 2024, by and between the City of Temecula , a municipal corporation (hereinafter referred to as "City"), and Reep Fire Protection, Inc., a Corporation (hereinafter referred to as "Contractor"). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows:
This Amendment is made with the respect to the following facts and purposes:
a. On November 1, 2023, the City and Contractor entered into that certain Agreement entitled "Agreement for Fire Suppression Systems Maintenance Services," in the amount of $60,000.
b. On February 9, 2024, the City and Contractor entered into the First Amendment to that certain Agreement entitled "Agreement for Fire Suppression Systems Maintenance Services," to increase the payment in the amount of $40,000.
C. The parties now desire to increase the payment in the amount of $100,000, and to amend the Agreement as set forth in this Amendment.
2. Section 3 of the Agreement entitled "PAYMENT" at paragraph "a" is hereby amended to read as follows:
The City agrees to pay Contractor monthly, in accordance with the payment rates and schedules and terms set forth in Exhibit B, Payment Rates and Schedule, attached hereto and incorporated herein by this reference as though set forth in full, based upon actual time spent on the above tasks. Any terms in Exhibit B, other than the payment rates and schedule of payment, are null and void.
The total amount of this Agreement shall not exceed Two Hundred Thousand Dollars and No Cents ($200,000.00).
3. Exhibit B to the Agreement is hereby amended by adding thereto the items set forth on Attachment A to this Amendment, which is attached hereto and incorporated herein as though set forth in full.
4. Except for the changes specifically set forth herein, all other terms and conditions of the Agreement shall remain in full force and effect. 08/09/2021
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written.
CITY OF TEMECULA
By:
Aaron a,g,eT"
James Stewart, Mayor
ATTEST:
By:
Randi Johl, City Clerk
APPROVED AS TO FORM:
By:
REEP FIRE PROTECTION, INC.
(Two Signatures of corporate officers required unless corporate documents authorize only one person to sign the agreement on behalf of the corporation.)
By:
r Reep, C
Peter M. Thorson, City Attorney CONTRACTOR
REEP FIRE PROTECTION, INC.
Attn: Trevor Ree
41340 Pear St. Ste 16
Murrieta, CA 92562
Ph.: 951-677-6575
Email: [email protected]
08/09/2021
ATTACHMENT A
EXHIBIT B
PAYMENT RATES AND SCHEDULE
Services shall be as per Contractors submitted proposal, but in no event shall the total cost of services exceed $200,000 for the total term of the Agreement, unless additional payment is approved as provided by the Payment section of this Agreement.
BASIC STANDARDIZED PRICING:
Fire Sprinkler Services:
* No Service Truck Fee Applied
• Quarterly Fire Sprinkler Inspection- $300.00
• Annual Fire Sprinkler Inspection - $775.00
• 5-year Fire Sprinkler Inspection - $875.00
• Additional Riser - $287.50
• Standpipe Hose - $150.00
• Hose Rack Service - $125.00
• Re -Inspection (Fail) - $300.00
• 5 YEAR HYDRANT FLOW Certification - $695.00
• Single Day (8hr) Shop Minimum Labor Rate - $1,750.00
• Shop Minimum (4hr) Labor Rate - $900.00
1. * PRICING REFLECTS INSPECTION ON (1) FIRE RISER. ADDITIONAL SYSTEM FIRE RISERS WILL BE CHARGED AT THE RATE OF $287.50 EACH.
2. * ANNUAL / 5 YEAR PRICING REFLECTS (1) ON -SITE PRIVATE HYDRANT. ADDITIONAL HYDRANTS WILL BE CHARGED AT THE
RATE OF $155.00 EACH.
Fire Extinguisher Services:
* Service Truck Fee: $50.00 first site / $25.00 per additional if more than one site in the same day.
* 10% reduction on total service after 10 units (per site). • Annual Certification (Rostering and pull tab included) - $20.00 per unit. • Internal Certification (Annual Service and Rebuild kit included) - $35 per unit. • Hydrostatic Test (includes Internal Service) - $55 per unit. 08/09/2021
Kitchen Hood Suppression:
* Service Truck Fee: $50.00 per site / $25.00 per additional if more than one site in the same day.
■ Semi -Annual Certification (2Hr): $225.00
■ Additional Labor: $110.00 per hour
• Links - $15.00
• additional tanks - $30.00
• nozzle replacement - $60.00
• rubber nozzle caps - $7.50
• metal caps - $20.00
• 16g CO2 cartridge - $30.00
Clean Agent / Fixed- System Suppression:
* No Service Truck Fee Applied
• Semi -Annual Certification: $750.00
• Emergency / Discharge Response Service (Labor Only): $1,800.00 • Hydrostatic Test (excludes rebuild kits) - $55 per unit. • Cylinder Head Rebuild Kits: To Be Determined
• Electrical Troubleshoot: $165.00 per hour.
• Smoke / Heat Devices: $15.00 ea.
• Additional tanks - $100.00
Additional Notes:
1. MISSED OR CANCELLED APPOINTMENTS WHEN WE ARE IN ROUTE OR ON- SITE WILL INCUR ADDITIONAL COST OF $300.00 (MINIMUM) AND IT IS NOT APPLICABLE TO FUTURE SERVICES.
2. ALL INSPECTION DEFICIENCIES MUST BE CORRECTED IN ORDER TO OBTAIN A PASSED INSPECTION.
3. ALL WORK WILL BE PERFORMED DURING NORMAL BUSINESS HOURS (MONDAY — FRIDAY / 7AM TO 5PM). ANY AND ALL WORK REQUESTED OUTSIDE OF THESE
HOURS, ESTABLISHED WITH CITY, WILL BE SUBJECT TO ADDITIONAL COSTS AND WILL NEED TO BE COORDINATED IN ADVANCE.
4. Material mark-up varies between items. We often go with suggested retail pricing and price match whatever is found online if it is comparable. 08/09/2021
Item No. 7
CITY OF TEMECULA
AGENDA REPORT
TO: City Manager/City Council
FROM: Patrick Thomas, Director of Public Works/City Engineer DATE: March 12, 2024
SUBJECT: Approve Second Amendment to the Annual Agreement for Paving Maintenance Services with NPG, Inc.
PREPARED BY: Julie Tarrant, Principal Management Analyst Stacey Biddle, Management Assistant
RECOMMENDATION: That the City Council approve the second amendment to the annual agreement with NPG, Inc., for paving maintenance services in the amount of $500,000, for total agreement amount of $2,750,000.
BACKGROUND: On September 24, 2020, the City entered into an Agreement for Paving Maintenance Services with NPG, Inc., in the amount of $2,000,000, to provide paving maintenance services of various streets throughout the City. On February 8, 2022, City Council approved the First Amendment to increase payment in the amount of $250,000. The Second Amendment will extend the term to June 30, 2025, and increase the payment in the amount of $500,000, for a total agreement amount of $2,750,000.
At this time we have nearly exhausted the full value of the current agreement and with the approval of the Second Amendment it will provide for the additional paving repairs needed, and continued roadway maintenance. NPG, Inc., has provided these services over the past fiscal years and has shown they are capable and responsive to the needs of the City. We therefore recommend the approval of the Second Amendment for the continued repairs and maintenance of our streets and roads.
FISCAL IMPACT: Adequate funds are available in the Annual Operating Budget Fiscal Year 2023-2024, and Capital Improvement Program Budget for Fiscal Years 2024-2028.
ATTACHMENTS: Second Amendment
SECOND AMENDMENT TO AGREEMENT BETWEEN
CITY OF TEMECULA AND NPG, INC.
PAVING MAINTENANCE SERVICES
(CONTRACT NO. 2020-258)
THIS SECOND AMENDMENT is made and entered into as of March 12, 2024, by and between the City of Temecula , a municipal corporation (hereinafter referred to as "City"), and NPG, Inc., a Corporation (hereinafter referred to as "Contractor"). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows:
1. This Amendment is made with the respect to the following facts and purposes:
a. On September 24, 2020, the City and Contractor entered into that certain Agreement entitled "Agreement for Paving Maintenance Services," in the amount of $2,000,00.00.
b. On February 8, 2022, the City and Contractor entered into the First Amendment to that certain Agreement entitled "Agreement for Paving Maintenance Services," to increase the payment in the amount of $250,000.00.
C. The parties now desire to extend the term of the agreement to June 30, 2025, increase the payment in the amount of $600,000.00, and to amend the Agreement as set forth in this Amendment.
2. Section 1 of the Agreement entitled "TERM" is hereby amended to read as follows This Agreement shall remain and continue in effect until tasks herein are completed, but in no event later than June 30, 2025, unless sooner terminated pursuant to the provisions of this Agreement.
3. Section 3 of the Agreement entitled "PAYMENT" at paragraph "a" is hereby amended to read as follows:
The City agrees to pay Contractor monthly, in accordance with the payment rates and schedules and terms set forth in Exhibit B, Payment Rates and Schedule, attached hereto and incorporated herein by this reference as though set forth in full, based upon actual time spent on the above tasks. Any terms in Exhibit B, other than the payment rates and schedule of payment, are null and void.
The total amount of this Agreement shall not exceed two million, seven hundred and fifty thousand dollars
($2,750,000.00).
4. Except for the changes specifically set forth herein, all other terms and conditions of the Agreement shall remain in full force and effect. 08/09/2021
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written.
CITY OF TEMECULA
By:
James Stewart, Mayor
ATTEST:
By:
Randi Johl, City Clerk
APPROVED AS TO FORM:
By:
Peter M. Thorson, City Attorney
NPG, INC.
(Two Signatures of corporate officers required unless corporate documents authorize only one person to sign the agreement on behalf of the corporation.)
By:
Jeffrey KelooftjRfesident
By:
Jgf elson, CEO
CONTRACTOR
NPG, Inc.
Attn: Mimi Stone
1354 Jet Way
Perris, CA 92571
(951) 940-0200
cstone@_npgasphalt.com
City Purchasing Mgr.
Initials and
Date:
2 08/09/2021
Item No. 8
CITY OF TEMECULA
AGENDA REPORT
TO: City Manager/City Council
FROM: Patrick Thomas, Director of Public Works/City Engineer DATE: March 12, 2024
SUBJECT: Receive and File Temporary Street Closures for 2024 Springfest Events PREPARED BY: Anissa Sharp, Management Analyst
Erick Escobedo, Associate Engineer II
RECOMMENDATION: That the City Council receive and file the temporary closure of certain streets for the following 2024 Springfest Events:
COMMUNITY SERVICES EXPO
ROD RUN
TEMECULA CULTUREFEST
BACKGROUND: Three special events are scheduled between April 2024 and May 2024 which necessitates the physical closure of all or portions of certain streets within the Old Town area and other streets throughout Temecula. These closures are necessary for event operation as well as to protect participants and viewers.
The three events and associated street closures are as follows:
1) COMMUNITY SERVICES EXPO — April 27'
The Community Services Expo event will be held Saturday, April 271h in Old Town Temecula with street closures scheduled as follows:
Main Street
8:00 a.m. on Friday, April 26th
from the easterly driveway edge of
to
Be Good Restaurant (28636 Old Town Front
Street) to Mercedes Street
8 :00 p.m. on Saturday, Apri127th
8:00 a.m. on Friday, April 26th
Mercedes Street
Third Street to Fourth Street
to
8:00 p.m. on Saturday, April 271h
Street closures for the Community Services Expo event are shown on Exhibit "A" attached hereto.
2) ROD RUN — May 311 and 411
The Rod Run will be held Friday, May 3rd and Saturday, May 4th in Old Town Temecula with street closures scheduled as follows:
Friday, May 3rd
Old Town Front Street
4:00 p.m. to 8:30 p.m.
Moreno Road to Second Street
Saturday, May 4th
4:30 a.m. to 5:00 p.m.
8:00 a.m. on Friday, May 3rd
Main Street
Mercedes Street to Old Town Front Street
to
7:00 p.m. on Saturday, May 4th
4:00 p.m. on Friday, May 3rd
Main Street
Old Town Front Street to 42081 Main St
to
5:00 p.m. on Saturday, May 4th
4:00 p.m. on Friday, May 3rd
Third Street
Mercedes Street to Murrieta Creek Channel
to
5:00 p.m. on Saturday, May 4th
4:00 p.m. on Friday, May 3rd
Fourth Street
Mercedes Street to Murrieta Creek Channel
to
5:00 p.m. on Saturday, May 4th
4:00 p.m. on Friday, May 3rd
Fifth Street
Mercedes Street to Murrieta Creek Channel
to
5:00 p.m. on Saturday, May 4th
4:00 p.m. on Friday, May 3rd
Sixth Street
Mercedes Street to Murrieta Creek Channel
to
5:00 p.m. on Saturday, May 4th
Street closures for the Rod Run event are shown on Exhibit "B" attached hereto.
3) TEMECULA CULTUREFEST — May 1811
The Temecula CultureFest event will be held Saturday, May 181h in Old Town Temecula with street closures scheduled as follows:
Main Street
from the easterly driveway edge of
Saturday, May 181h
Be Good Restaurant (28636 Old Town Front
5:30 a.m. to 8:00 p.m.
Street) to Mercedes Street
Mercedes Street
Saturday, May 181h
Third Street to Fourth Street
5:30 a.m. to 8:00 p.m.
Street closures for the Temecula CultureFest event are shown on Exhibit "A" attached hereto.
Street closures are allowed by the California Vehicle Code upon approval by the local governing body for certain conditions. Under Vehicle Code Section 21101, "Regulation of Highways," local authorities, for those highways under their jurisdiction, may adopt rules and regulations by ordinance or resolution for, among other instances, "temporary closing a portion of any street for celebrations, parades, local special events, and other purposes, when, in the opinion of local authorities having jurisdiction, the closing is necessary for the safety and protection of persons who are to use that portion of the street during the temporary closing." Chapter 12.12 of the Temecula Municipal Code, Parades and Special Events, provides standards and procedures for special events on public streets, highways, sidewalks, or public right of way and authorizes the City Council or City Manager to temporarily close streets, or portions of streets, for these events.
FISCAL IMPACT: The costs of police services, as well as services provided by the City Public Works Maintenance Division (for providing, placing, and retrieving of necessary warning and advisory devices), are appropriately budgeted within the City's operating budget.
ATTACHMENTS: 1. Exhibit A — Springfest Road Closures 2024
2. Exhibit B — Temecula Rod Run 2024 Road Closures
Exhibit A
Springfest Road Closures 2024
r.
' Mercedes St
G Fourth St
Road Closure ; s '� UAW- �� „F _ �'"_
Third St ;r
r.. '' t `
Main St � -.�- Second St
L r i �. - - -. �•
�"
Springfest Events t #
- Community Services Expo , Q' = • '_'".'� :. r : r '
l- .
Closed 8 AM on April 26th, 2023 . `�� ,,� .: _ �,,_T�'',- , � .r i `4.
to 8 PM on April 27th, 2023
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ram.. - ��.�_�-r , �r-'s.
- Temecula CultureFest ;� `
Closed May 18th, 2023 28636 Old Town Front St '"� y ' t " r Old Town Front St
5:30 AM to 8 PM.' {
��r_ f I *�
Exhibit B
Temecula Rod Run 2024
Road Closures
v Mercedes St f
- -� 7:j
ilk
�� i. .. y„rp.• — 0— h' . —b.,-
Moreno Rd r • ,.r _ _ . _W,_
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Fifth St . Fourth St Third St `
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R_�~_ St r���
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e •--� ; + ..� . ~sot i -` + � � � et. 'lrr
�r �✓i !. Y �. ; µ � � 'fir
Road Closure-
4:00 PM - 8:30 PM on Friday, May 3rd and•„-
4:30 AM - 5:00 PM on Saturday, May 4th
Road Closure:
4:00 PM on Friday, May 3rd to -.-�-
5:00 PM on Saturday, May 4th
Road Closure *~� Y
8:00 AM on Friday, May 3rd to
7:00 PM on Saturday,May 4th
Y a iv . f -- y •- ._. I,L �. _ Ss. rAYs•n ..ice - } -
yJ •�-
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Second St
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Item No. 9
ACTION MINUTES
TEMECULA COMMUNITY SERVICES DISTRICT MEETING
COUNCIL CHAMBERS
41000 MAIN STREET
TEMECULA, CALIFORNIA
FEBRUARY 27, 2024
CALL TO ORDER at 7:16 PM: President Zak Schwank
ROLL CALL: Alexander, Kalfus, Schwank, Stewart
CSD PUBLIC COMMENTS -None
CSD CONSENT CALENDAR
Unless otherwise indicated below, the following pertains to all items on the Consent Calendar.
Approved the Staff Recommendation (4-0): Motion by Alexander, Second by Kalfus. The vote reflected unanimous approval.
8. Approve Action Minutes of February 13, 2024
Recommendation: That the Board of Directors approve the action minutes of February 13, 2024.
CSD DIRECTOR OF COMMUNITY SERVICES REPORT
CSD GENERAL MANAGER REPORT
CSD BOARD OF DIRECTORS REPORTS
CSD ADJOURNMENT
At 7:17 PM, the Community Services District meeting was formally adjourned to Tuesday, March 12, 2024 at 5:00 PM for a Closed Session, with a regular session commencing at 6:00 PM, City Council Chambers, 41000 Main Street, Temecula, California.
Zak Schwank, President
ATTEST:
Randi Johl, Secretary
[SEAL]
Item No. 10
ACTION MINUTES
TEMECULA PUBLIC FINANCING AUTHORITY AND
CITY COUNCIL MEETING
COUNCIL CHAMBERS
41000 MAIN STREET
TEMECULA, CALIFORNIA
FEBRUARY 27, 2024
CALL TO ORDER at 7:17 PM: Chair James Stewart
ROLL CALL: Alexander, Kalfus, Schwank, Stewart
TPFA PUBLIC COMMENTS — None
TPFA CONSENT CALENDAR
Unless otherwise indicated below, the following pertains to all items on the Consent Calendar.
Approved the Staff Recommendation (4-0): Motion by Schwank, Second by Kalf is. The vote reflected unanimous approval.
9. Approve Joint Action Minutes of February 13, 2024
Recommendation: That the Board of Directors approve the joint action minutes of February 13, 2024.
TPFA PUBLIC HEARING
10. Adopt Resolutions to Form Temecula Public Financing Authority Community Facilities District No. 23-02 (Prado)
Recommendation:
That the Board of Directors take the following actions:
1. That the Board of Directors of the Temecula Public Financing Authority (the "Board") hold a public hearing regarding the formation of the proposed Temecula Public Financing Authority Community Facilities District No. 23-02 (Prado) (the "CFD"), the levy of special taxes in the CFD, and the issuance of bonds by the Temecula Public Financing Authority (the "Authority") for the CFD, and adopt the following resolutions entitled:
RESOLUTION NO. TPFA 2024-06
A RESOLUTION OF THE BOARD OF DIRECTORS OF THE
TEMECULA PUBLIC FINANCING AUTHORITY OF
FORMATION OF TEMECULA PUBLIC FINANCING
AUTHORITY COMMUNITY FACILITIES DISTRICT NO.23-02
(PRADO), AUTHORIZING THE LEVY OF A SPECIAL TAX
WITHIN THE DISTRICT, AND PRELIMINARILY
ESTABLISHING AN APPROPRIATIONS LIMIT FOR THE
DISTRICT
RESOLUTION NO. TPFA 2024-07
A RESOLUTION OF THE BOARD OF DIRECTORS OF THE
TEMECULA PUBLIC FINANCING AUTHORITY
DETERMINING THE NECESSITY TO INCUR BONDED
INDEBTEDNESS OF THE TEMECULA PUBLIC FINANCING
AUTHORITY COMMUNITY FACILITIES DISTRICT NO.23-02
(PRADO)
RESOLUTION NO. TPFA 2024-08
A RESOLUTION OF THE BOARD OF DIRECTORS OF THE
TEMECULA PUBLIC FINANCING AUTHORITY CALLING
SPECIAL ELECTION WITHIN COMMUNITY FACILITIES
DISTRICT NO. 23-02 (PRADO)
Approved the Staff Recommendation (4-0): Motion by Kalfus, Second by Alexander. The vote reflected unanimous approval.
2. That the Board hold an election regarding the CFD, and adopt the resolution entitled:
RESOLUTION NO. TPFA 2024-09
A RESOLUTION OF THE BOARD OF DIRECTORS OF THE
TEMECULA PUBLIC FINANCING AUTHORITY DECLARING
RESULTS OF SPECIAL ELECTION AND DIRECTING
RECORDING OF NOTICE OF SPECIAL TAX LIEN —
COMMUNITY FACILITIES DISTRICT NO. 23-02 (PRADO)
Approved the Staff Recommendation (4-0): Motion by Alexander, Second by Kalfus. The vote reflected unanimous approval.
3. That the Board have the first reading of the ordinance entitled:
ORDINANCE NO. TPFA 2024-01
AN ORDINANCE OF THE TEMECULA PUBLIC FINANCING
AUTHORITY LEVYING SPECIAL TAXES WITHIN
TEMECULA PUBLIC FINANCING AUTHORITY
COMMUNITY FACILITIES DISTRICT NO. 23-02 (PRADO)
Approved the Staff Recommendation (4-0): Motion by Alexander, Second by Kalf is. The vote reflected unanimous approval.
N
TPFA EXECUTIVE DIRECTOR REPORT
TPFA BOARD OF DIRECTORS REPORTS
TPFA ADJOURNMENT
At 7:30 PM, the Temecula Public Financing Authority meeting was formally adjourned to Tuesday, March 12, 2024 at 5:00 PM, for a Closed Session, with regular session commencing at 6:00 PM, City Council Chambers, 41000 Main Street, Temecula, California.
James Stewart, Chair
ATTEST:
Randi Johl, Secretary
[SEAL]
Item No. 11
TEMECULA PUBLIC FINANCING AUTHORITY
AGENDA REPORT
TO: Executive Director/Board of Directors
FROM: Randi Johl, Director of Legislative Affairs/City Clerk DATE: March 12, 2024
SUBJECT: Adopt Ordinance No. TPFA 2024-01 Levying Special Taxes within Community Facilities District No. 23-02 (Prado)
PREPARED BY: Randi Johl, Director of Legislative Affairs/City Clerk RECOMMENDATION: That the Board of Directors adopt an ordinance entitled:
ORDINANCE NO. TPFA 2024-01
AN ORDINANCE OF THE BOARD OF DIRECTORS OF THE
TEMECULA PUBLIC FINANCING AUTHORITY LEVYING
SPECIAL TAXES WITHIN TEMECULA PUBLIC FINANCING
AUTHORITY COMMUNITY FACILITIES DISTRICT NO.23-02
(PRADO)
BACKGROUND: The City of Temecula is a general law city formed under the laws of the State of California. With respect to adoption of ordinances and resolutions, the City adheres to the requirements set forth in the Government Code. With the exception of urgency ordinances, Government Code Section 36934 requires two readings of standard ordinances more than five days apart.
Ordinance No. TPFA 2024-01 was first introduced at the regularly scheduled meeting of February 13, 2024.
FISCAL IMPACT:
None
ATTACHMENTS: Ordinance No. 2024-01
ORDINANCE NO. TPFA 2024-01
AN ORDINANCE OF THE BOARD OF DIRECTORS OF
THE TEMECULA PUBLIC FINANCING AUTHORITY
LEVYING SPECIAL TAXES WITHIN TEMECULA PUBLIC
FINANCING AUTHORITY COMMUNITY FACILITIES
DISTRICT NO.23-02 (PRADO)
THE BOARD OF DIRECTORS OF THE TEMECULA PUBLIC FINANCING AUTHORITY DOES HEREBY ORDAIN AS FOLLOWS:
Section 1. On January 23, 2024, this Board of Directors of the Temecula Public Financing Authority (the "Authority") adopted Resolution No. TPFA 2024-01 entitled "A Resolution of the Board of Directors of the Temecula Public Financing Authority Declaring Its Intention to Establish a Community Facilities District and to Authorize the Levy of Special Taxes Therein — Prado" (the "Resolution of Intention"), stating its intention to establish the Temecula Public Financing Authority Community Facilities District No. 23-02 (Prado) pursuant to the Mello -Roos Community Facilities Act of 1982, Section 53311 et seq. of the California Government Code (the "Law"), to finance the costs of certain public improvements (the "Facilities") and of certain municipal services (the "Services"), and the cost to prepay certain special taxes (the "Special Taxes").
Section 2. Notice was published as required by the Law of the public hearing called pursuant to the Resolution of Intention relative to the intention of this Board of Directors to form the District and to provide for the costs of the Facilities, the Services and the prepayment of the Special Taxes.
Section 3. The Resolution of Intention called for a public hearing on the District to be held on February 27, 2024 and on such date this Board of Directors held the public hearing relative to the determination to proceed with the formation of the District.
Section 4. At the public hearing all persons desiring to be heard on all matters pertaining to the formation of the District and the levy of special taxes in the District were heard, substantial evidence was presented and considered by this Board of Directors and a full and fair hearing was held.
Section 5. Subsequent to said hearing, this Board of Directors adopted resolutions entitled "A Resolution of the Board of Directors of the Temecula Public Financing Authority of Formation of Temecula Public Financing Authority Community Facilities District No. 23-02 (Prado), Authorizing the Levy of a Special Tax Within the District, and Preliminarily Establishing an Appropriations Limit for the District" (the "Resolution of Formation"), "A Resolution of the Board of Directors of the Temecula Public Financing Authority Determining the Necessity to Incur Bonded Indebtedness of the Temecula Public Financing Authority Community Facilities District No. 23-02 (Prado)" (the "Resolution of Necessity") and "A Resolution of the Board of Directors of the Temecula Public Financing Authority Calling Special Election Within Community Facilities District No. 23-02 (Prado)", which resolutions established the District, authorized the levy of a
special tax on property within the District, and called an election within the District on the proposition of incurring indebtedness, levying the special tax and establishing an appropriations limit for the District.
Section 6. On February 27, 2024 an election was held within the District in which the sole eligible landowner elector approved said propositions.
Section 7. By the passage of this Ordinance this Board of Directors hereby authorizes and levies special taxes within the District, pursuant to the Law, at the rate and in accordance with the rate and method of apportionment of special taxes for the District approved by the Resolution of Formation (the "Rate and Method") which Resolution is by this reference incorporated herein.
The special taxes are hereby levied commencing in Fiscal Year 2024-2025 and in each fiscal year thereafter until payment in full of any bonds issued by the Authority for the District (the "Bonds") as contemplated by the Resolution of Formation and the Resolution of Necessity, payment in full of all costs of administering the District, and so long as necessary to pay for the Services.
Section 8. The Authority Treasurer is hereby authorized and directed to work with the Finance Director for the City of Temecula (who is identified as the "CFD Administrator" in the Rate and Method) each fiscal year to determine the specific special tax rate and amount to be levied for each parcel of real property within the District, in the manner and as provided in the Rate and Method.
Section 9. Properties or entities of the State, federal or local governments shall be exempt from any levy of the special taxes, to the extent set forth in the Rate and Method attached as Exhibit B to the Resolution of Intention. In no event shall the special taxes be levied on any parcel within the District in excess of the maximum tax specified in the Rate and Method.
Section 10. All of the collections of the special tax shall be used as provided for in the Law and in the Resolution of Formation including the payment of principal and interest on the Bonds, the replenishment of the reserves for the Bonds, the payment of the costs to provide the Facilities and the Services, and to prepay the Special Taxes, the costs of the Authority and the City of Temecula in administering the District, and the costs of collecting and administering the special tax.
Section 11. The special taxes shall be collected from time to time as necessary to meet the financial obligations of the District on the secured real property tax roll in the same manner as ordinary ad valorem taxes are collected. The special taxes shall have the same lien priority, and be subject to the same penalties and the same procedure and sale in cases of delinquency as provided for ad valorem taxes. In addition, the provisions of Section 53356.1 of the California Government Code shall apply to delinquent special tax payments. The Treasurer is hereby authorized and directed to provide all necessary information to the auditor/tax collector of the County of Riverside and to otherwise take all actions necessary in order to effect proper billing and collection of the special tax, so that the special tax shall be levied and collected in sufficient amounts and at the times necessary to satisfy the financial obligations of the District in each fiscal year.
N
Notwithstanding the foregoing, the Treasurer may collect one or more installments of the special taxes on any one or more parcels in the District by means of direct billing by the Authority of the property owners within the District, if any of the Bonds bear interest at a variable interest rate, or otherwise if, in the judgment of the Treasurer, such means of collection will reduce the administrative burden on the Authority in administering the District or is otherwise appropriate in the circumstances. In such event, the special taxes shall become delinquent if not paid when due as set forth in any such respective billing to the applicable property owners.
Section 12. If for any reason any portion of this Ordinance is found to be invalid, or if the special tax is found inapplicable to any particular parcel within the District, by a Court of competent jurisdiction, the balance of this Ordinance, and the application of the special tax to the remaining parcels within the District shall not be affected.
PASSED, APPROVED, AND ADOPTED by the Board of Directors of the Temecula Public Financing Authority this 12th day of March, 2024.
James Stewart, Chair
ATTEST:
Randi Johl, Secretary
[SEAL]
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss
CITY OF TEMECULA )
I, Randi Johl, Secretary of the Temecula Public Financing Authority, do hereby certify that the foregoing Ordinance No. TPFA 2024-01 was duly introduced and placed upon its first reading at a meeting of the Board of Directors of the Temecula Public Financing Authority on the 271h day of February, 2024, and that thereafter, said Ordinance was duly adopted by the Board of Directors of the Temecula Public Financing Authority at a meeting thereof held on the 12th day of March, 2024, by the following vote:
AYES: BOARD MEMBERS:
NOES: BOARD MEMBERS:
ABSTAIN: BOARD MEMBERS:
ABSENT: BOARD MEMBERS:
Randi Johl, Secretary
Item No. 12
CITY OF TEMECULA
AGENDA REPORT
TO: City Manager/City Council
FROM: Peter Thorson, City Attorney
DATE: March 12, 2024
SUBJECT: Introduce Ordinance Adding Chapter 9.90 Unlawful Possession of a Catalytic Converter to the Temecula Municipal Code (At the Request of Subcommittee Members Mayor Pro Tern Kalfus and Council Member Alexander) PREPARED BY: Betsy Lowrey, Assistant to the City Manager RECOMMENDATION: That the City Council introduce an ordinance entitled:
ORDINANCE NO.
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
TEMECULA ADDING CHAPTER 9.90, UNLAWFUL
POSSESSION OF A CATALYTIC CONVERTER, TO THE
TEMECULA MUNICIPAL CODE
SUMMARY OF ORDINANCE: The City of Temecula's proposed ordinance establishes that it is unlawful for any person to possess any catalytic converter which is not attached to a vehicle unless the person has verifiable, valid proof of ownership of the catalytic converter.
BACKGROUND: At the request of Public Safety Ad Hoc Subcommittee Members Mayor Pro Tern Kalfus and Council Member Jessica Alexander, the City Attorney drafted an ordinance to provide the City and its Sheriff's Department with reasonable means to address the impact on the community and the victims of catalytic converter thefts. The theft of catalytic converters has been an increasing problem throughout Southern California in recent years. The external location of catalytic converters on vehicles, and the use of valuable precious metals, including rhodium, palladium and platinum, in catalytic converters makes these devices a target for thieves. Individuals in possession of stolen catalytic converters often recycle them for substantial profit, while victims of these thefts suffer the consequences of paying thousands of dollars in repairs, the inconvenience of repairing their vehicles, and feeling unsafe in the community.
While there have been legislative attempts in Sacramento to crack down on catalytic converter thefts, local agencies in California have begun to pass similar ordinances to assist law enforcement in holding individuals accountable for their crimes. Similar to the County of Riverside's recently adopted ordinance related to catalytic converter thefts, the City's proposed ordinance establishes
that it is unlawful for any person to possess any catalytic converter which is not attached to a vehicle unless the person has verifiable, valid proof of ownership of the catalytic converter.
FISCAL IMPACT: None
ATTACHMENTS: Ordinance
ORDINANCE NO.2024-
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY
OF TEMECULA ADDING CHAPTER 9.90, UNLAWFUL
POSSESSION OF A CATALYTIC CONVERTER, TO THE
TEMECULA MUNICIPAL CODE
THE CITY COUNCIL OF THE CITY OF TEMECULA DOES HEREBY ORDAIN AS FOLLOWS:
Section 1. Chapter 9.90, Unlawful Possession of a Catalytic Converter, is hereby added to the Temecula Municipal Code to read as follows:
9.90.010 Findings. The City Council hereby finds, determines and declares that:
A. The theft of catalytic converters has been an increasing problem in Riverside County and the City in recent years. The external location of catalytic converters and the use of valuable precious metals, including rhodium, palladium and platinum, in catalytic converters makes these devices a target for thieves. Individuals in possession of stolen catalytic converters often recycle them for substantial profit, while victims of these thefts suffer the consequences of paying thousands of dollars in repairs, the inconvenience of repairing their vehicles, and feeling unsafe in the community. Finding the victim of these crimes is extremely difficult due to the manner in which the catalytic converter thefts occur and lack of identifying markers on catalytic converters to link a stolen catalytic converter to the victim. The inability to identify the victims of catalytic converter thefts can inhibit the ability to successfully prosecute individuals for the thefts.
B. This Chapter is necessary to provide the City a means to protect the public, deter this criminal activity and promote a more productive use of City resources.
C. The purpose and intent of this Chapter is to curb the theft of catalytic converters throughout the City and to provide the City with reasonable means to address the impact on the community and the victims posed by increasing catalytic converter thefts.
D. This Chapter promotes the health, safety and general welfare of people in the City.
9.90.020 Definitions. As used in this Chapter, the following terms shall have the following meanings:
A. "Council" means the City Council of the City of Temecula.
B. "City" means the City of Temecula.
C. "Catalytic converter" means any exhaust emission control device, or portion thereof, that converts toxic gases and pollutants in exhaust gas from an internal combustion engine into less -toxic pollutants.
D. "Enforcement Officer" means: (1) members of the Riverside County sheriff's department or such other police agency under contract to provide police services to the city; (2) persons employed by the city whose job descriptions require the person to enforce the provisions of this code, including, but not limited to, code enforcement officers, or park rangers; and (3) such other employees of the city as may be designated by resolution of the city council.
E. "Lawful Possession" includes: (1) being the lawful owner of the catalytic converter or (2) being in possession of the catalytic converter with the lawful owner's verifiable written consent. It is not required to prove the catalytic converter was stolen to establish the possession is an Unlawful Possession.
F. "Proof of Ownership" means written document(s) clearly identifying the vehicle from which the catalytic converter originated based on the totality of the circumstances, which includes, but is not limited to, the following types of documents:
1. Bill of sale from the original owner with photographs.
2. Verifiable documentation from an auto -body shop proving the owner relinquished the catalytic converter to the auto -body shop.
3. Verifiable electronic communication from the previous owner to the possessor relinquishing ownership of the catalytic converter.
4. Photographs of the vehicle from which the catalytic converter originated.
5. Vehicle registration associated with the catalytic converter containing an etched associated license plate number or vehicle identification number or driver's license number of registered vehicle owner.
9.90.030. Unlawful Possession of a Catalytic Converter. Barring any provision of state law permitting the same, it is unlawful for any person to possess any catalytic converter which is not attached to a vehicle unless the person has a verifiable, valid proof of ownership of the catalytic converter.
A. This section does not apply to a detached catalytic converter that has been verifiably tested, certified, and labeled or otherwise approved for reuse, and is being bought or sold for purposes of reuse in accordance with the federal Clean Air Act (42 U.S.C. § 7401 et seq.) and regulations under the Clean Air Act, as they may be amended from time to time.
B. It is unlawful for any person to knowingly falsify or cause to be falsified any information in a record intended to show valid proof of ownership.
C. Evidence of unlawful possession may be presumed by the number of detached catalytic converters within one's possession and/or by the condition of the 2 dismantled catalytic converter(s), including but not limited to, the manner a catalytic converter has been detached or cut from a vehicle.
9.90.040 Violations And Enforcement.
A. Misdemeanor Penalty. Any person who violates any provision of this Chapter is guilty of a misdemeanor, and upon conviction shall be punished by a fine not exceeding one thousand dollars ($1,000), or by imprisonment in the county jail for a term not exceeding one year, or by both. Upon any second or subsequent conviction of the offense, the person shall be punished by the penalties of a fine of one thousand dollars ($1,000) and by imprisonment in the County jail for one year.
B. Administrative Citations. Violations of this Chapter are subject to administrative citations and penalties pursuant to Chapter 1.21 of the Temecula Municipal Code. The fine for such violations shall be one thousand dollars ($1,000) or such other amount as provided by resolution of the City Council or applicable law.
C. State Penalties Apply. Nothing in this Chapter shall be intended to limit any of the penalties provided for under California law, including but not limited to the Penal Code, with regard to the sale, use, possession, delivery, and/or receipt of catalytic converters.
D. Separate Offenses. Acts, omissions, or conditions in violation of this Chapter that continue, exist, or occur on more than one day constitute separate violations on each day. Acts, omissions, or conditions in violation of this Chapter constitute separate violations for each and every catalytic converter in the person's possession that is not attached to a vehicle unless the person has a valid proof of ownership of the catalytic converter as required by this Chapter. A person is guilty of a separate offense for each and every day or portion thereof during which he or she commits, continues, or permits a violation of this Chapter. A person is deemed guilty of a separate offense for each and every violation of this Chapter, or any portion thereof. Likewise, a person shall be deemed guilty of a separate offense for each and every catalytic converter in the person's possession that is not attached to a vehicle unless the person has a valid proof of ownership of the catalytic converter as required by this Chapter.
Section 2. If any section or provision of this Ordinance is for any reason held to be invalid or unconstitutional by any court of competent jurisdiction, or contravened by reason of any preemptive legislation, the remaining sections and/or provisions of this Ordinance shall remain valid. The City Council hereby declares that it would have adopted this Ordinance, and each section or provision thereof, regardless of the fact that any one or more section(s) or provision(s) may be declared invalid or unconstitutional or contravened via legislation.
Section 3. The Mayor shall sign and the City Clerk shall certify to the passage and adoption of this Ordinance and shall cause the same or a summary thereof to be published and posted in the manner required by law.
Section 4. This Ordinance shall take effect thirty (30) days after passage. 3 PASSED, APPROVED, AND ADOPTED by the City Council of the City of Temecula this day of ,
James Stewart, Mayor
ATTEST:
Randi Johl, City Clerk
[SEAL]
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss
CITY OF TEMECULA )
I, Randi Johl, City Clerk of the City of Temecula, do hereby certify that the foregoing Ordinance No. 2024- was duly introduced and placed upon its first reading at a meeting of the City Council of the City of Temecula on the 12th day of March, 2024, and that thereafter, said Ordinance was duly adopted by the City Council of the City of Temecula at a meeting thereof held on the day of , , by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
Randi Johl, City Clerk
REQUEST TO SPEAK
FORMS AND ELECTRONIC
SUMBITTED PUBLIC
COMMENTS
„�ot ""e�c� REQUEST TO SPEAK
CITY OF TEMECULA
1114100iil )
1989
Date: 1 ”C r'�(
Public Comment. Non-Agenda Item: ,,\ Agenda Item:
Item Description or Item No. S o C c r 1 i Q I A ) 16 C0.`'', Request to Speak forms for Public Comments or items listed on the Consent Calendar may be submitted to the City Clerk prior to the City Council commencing the Public Comment period. For all Public Hearing or Council Business items on the Agenda, a Request to Speak form may be submitted to the City Clerk prior to the City Council addressing that item. Once the speaker is called to speak, please come forward to the podium and state your name for the rec�orrd. �-
Address ` . "-- -Te>'1'l, -e, c_wL,GA SG'Z Email address: '
If you are representing an organization or group, please give the name. .
Please note that all information presented at a City Council meeting becomes public record.
All information provided is optional.
°` ii e.,. REQUEST TO SPEAK
Li.;: CITY OF TEMECULA
f Date: ��L1 Y- 12 ) 2 OZ-4
Public Comment: Non-Agenda Item: Agenda Item:
Item Description or Item No. 1 / JC
Request to Speak forms for Public Comments or items listed on the Consent Calendar may be submitted to the City Clerk prior to the City Council commencing the Public Comment period. For all Public Hearing or Council Business items on the Agenda, a Request to Speak form may be submitted to the City Clerk prior to the City Council addressing that item. Once the speaker is called to speak, please come forward to the podium and state your name for the record.
Address:
Email address:
If you are representing an organization or group, please give the name:
,--y SC
Please note that all information presented at a City Council meeting becomes public record.
All information provided is optional.
REQUEST TO SPEAK
. CITY OF TEMECULA
w '
1989 -
Date: i fly- �j
Public Comment: Non-Agenda Item: Agenda Item:
Item Description or Item No.
Request to Speak forms for Public Comments or items listed on the Consent Calendar may be submitted to the City Clerk prior to the City Council commencing the Public Comment period. For all Public Hearing or Council Business items on the Agenda, a Request to Speak form may be submitted to the City Clerk prior to the City Council addressing that item. Once the speaker is called to speak, please come forward to the podium and state your name for the record. 7--- •
!
Name: ��t j TO
Phone Number:
Address: -
Email address: ?\
If you are represen ing an organization or group, please give the name:
Please note that all information presented at a City Council meeting becomes public record.
All information provided is optional.
"t II:
"te.,; REQUEST TO SPEAK
..1 CITY OF TEMECULA
Vf.® ...
��x,�
,., '— h — Z. L I
•• _
M.....,!" Date:
Public Comment: Non-Agenda Item: Agenda Item
Item Description or Item No. CA °, l y r. C 0 v\ve, Orr Request to Speak forms for Public Comments or items listed on the Consent Calendar may be submitted to the City Clerk prior to the City Council commencing the Public Comment period. For all Public Hearing or Council Business items on the Agenda, a Request to Speak form may be submitted to the City Clerk prior to the City Council addressing that item. Once the speaker is called to speak, please come forward to the podium and state your name for the record.
r^�
Address: r'10rer`0 Vct I 14,7) CA 9' t 1 j Email address:
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Subject: FW: comments regarding items not on agenda for 2/6/24 From: Payam D ;Jessica Alexander
Subject: Fw: comments regarding items not on agenda for 2/6/24 CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.
I really appreciate if you can please read this at the 30 min slot for speakers after the speakers thank you ! I couldn't make the meeting today due to injuries.
Best wishes,
Payam Daneshvar
Sent from Proton Mai(for iOS
Forwarded message
From: Payam D
Cc:
Hi there can you please read this today as comments from Temecula resident speaker on non agenda item , thank you .
Regards,
Payam Daneshvar
Sent from Proton Mail for iOS
Forwarded message
From: Payam D <
Date: On Tue, Feb 6, 2024 at 5:08 PM
Subject: Fw: comments regarding items not on agenda for 2/6/24 To: CouncilComments(�temeculaca.gov
i
Cc:
Hi there thanks for reading this:
THEY WANT TO ruin TEMECULA and murrieta ,few last common sense cities left in CA.
***Voting record: 3 out of 4 voted NO TO PARENTAL RIGHTS. the pornographic material in schools or the one kids can come here and get gender neutering surgeries without parental approval! Resolution for Parental rights for city council was put by Jessica Alexander, but GUESS WHAT,3 of 4 VOTED NO!
***3 of 4 Voted to increase salary for council. CORRUPT$$$ ***3 out of 4 said yes to install more camera (1984) China model. 500 are installed 25 got added more.
hint: 3 of 4 are all males be there are only 2 genders. "Mayor Pro Tern "Brenden Kalfus on city website it says Key Objectives On City website
• Ensure Public Safety remains a top priority; keeping Temecula a safe city... he didnt vote for those
• Promote understanding and transparency of city
government through open discussions and education WILL HE DO THIS? Town hall? IF NOT! RESIGN
Why did you bring Canada's tyranny with you and not put out the fire you started in TEMECULA?
I can tell at least he feels super guilty and knows he is messing up bad. Lets give him credit for that.
Council Member Zak Schwank former mayor elected by the 5 members.
Key Objectives
• improve traffic flow (smart highways is beginning of smart cities): actually give you credit for being honest about this... • Keep Temecula a safe and beautiful city.
THese 2 are fighing hard for agenda 2030 of tyranny!
2 Will their kids 8 kids have PR? these 2 are most likely controlled opposition payed by Soros, Newhim, China, or Some Globalist Establishment Technocratic Elite $. Everyone, lets find out legal ways to make them both resign legally.
They were sent 100% to damage Temecula Murrieta bc we are common sense city.
Big shout out to Jessica Alexander
SHOULD BE NEXT MAYOR IF YOU WANT TO SAVE TEMECULA
• keeping her promises made
So I ask you to please lets fund a donation plan for the only true patriot, populist, nationalist councilwoman Jessica Alexander who can be most trusted and will be next mayor to give town hall meetings by her self as the other 3 are doing everything they can to stop her*
still have not heard the plans of the smart city in 2030. TEMECULA ALREADY
AGREED TO DO THIS BC SACRAMENTO MADE EVERY CITY DO IT AND TOOK POWER AGAINST CITY GOV,. Some cities are doing right thing and suing Gov of CA back, that's right thing to fight back, not role over and accept it, bc fighting back starts a domino affect.
I ran out of time thank you!
Smart cities , 15 min cities:
- Permanent lockdown global cashless societies
- Central bank digital currency cbdc
-Carbon & Nitrogen taxes ( Green New Scam)
- Social credit score via smart city monitoring
-endless migration replacement:
- Universal basic income. Its Communifornia.
Right now Austria, EU, evil China, and Canada, have announced cbdc to replace cash/credit cards with face thumb scans or subdermal chops, From WEF and the globalist establishment technocratic elites. For social credit scores, vax pass,. They want to create the problems to bring own solutions for power. btw: TRUMP RAMASWAMY 2024 IS OUR ONLY HOPE.
Regards,
Payam Daneshvar , Temecula LEGAL resident
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