Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 519 of 1555
APPENDIX A
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 520 of 1555
HYDROLOGY
&
WQMP SITE PLAN
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 521 of 1555 (487.66) FS(487.91) FS (486.64) FS (486.60) FS (487.10) FS(487.07) FS (488.15) FS (487.85) FS(487.37) FS (486.97) FS (485.97) FS (485.95) FS (487.80) FS (487.81) FS (487.86) FS (488.01) FS (487.72) FS (487.88) TC (487.38) FL JOIN 2.63% 2.65% 1.13% 2.36% 1.67% 2.36% 1.67% 1.41% 1.70% 2.06% 2.48% 3.16% 3.66% 486.98 TC 486.48 FL 487.00 TC 486.50 FL 487.45 TC 486.95 FL 486.84 TC 486.34 FS 488.19 TC 487.69 FS 487.63 FS 487.46 FS 1.10% 1.48% 1.10% 1.09%485.88 TG 486.02 TG 486.22 TG 487.82 TC 487.32 FS 487.21 TC 486.71 FS 486.88 TC 486.38 FL 1.74% 1.76% 1.76% 2.58% 1.60% 0.74% 0.74% 0.74% 3.32% 2.85% 2.00% 0.77% 0.92% 0.94% 0.81% 4.20% 2.35% 1.41% 1.36% 0.92% 0.71% 486.98 TG 487.98 TC 487.48 FS 487.98 TC 487.48 FS 487.71 TC 487.21 FS 488.65 TC 488.15 FS 487.87 TC 0'' CF 488.08 TC 0'' CF (488.13) FS 487.28 TC 486.78 FL 487.64 FS 487.31 FS(487.38) FS 487.64 TC 487.14 FL (487.49) TC (486.99) FL JOIN 486.98 TC 486.48 FL JOIN 486.52 TC 486.02 FL JOIN < 487 487 487 488 487 487 488488 488 488
487
488
488
488
488 LEGEND T=1.1 min 327.50 INV 335.40 FG 4100=1. FIV AREA A AREA A AREA B 10 488.2 FG 11 478.0 INV 20 487.7 FG 21 477.0 INV 4100=1. FIV 4100=2.1 FIV 3R2326ED INFILTRATI2N BA6IN ID 2 3R2326ED INFILTRATI2N BA6IN ID 1
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 522 of 1555
APPENDIX B
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 523 of 1555
RATIONAL METHOD
CALCULATIONS
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 524 of 1555 Riverside County Rational Hydrology Program
CIVILCADD/CIVILDESIGN Engineering Software,(c) 1989 - 2005 Version 7.1 Rational Hydrology Study Date: 06/08/23 File:STAR100.out ------------------------------------------------------------------------ 100 YEAR STORM EVENT
DEVELOPED SITE
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** English (in-lb) Units used in input data file
------------------------------------------------------------------------ Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District 1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity-duration curves data (Plate D-4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In/Hr)
10 year storm 60 minute intensity = 0.980(In/Hr)
100 year storm 10 minute intensity = 4.520(In/Hr)
100 year storm 60 minute intensity = 1.600(In/Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In/Hr)
Slope of intensity duration curve = 0.5800
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 10.000 to Point/Station 11.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ Initial area flow distance = 73.000(Ft.)
Top (of initial area) elevation = 488.200(Ft.)
Bottom (of initial area) elevation = 478.000(Ft.)
Difference in elevation = 10.200(Ft.)
Slope = 0.13973 s(percent)= 13.97
TC = k(0.300)*[(length^3)/(elevation change)]^0.2
Warning: TC computed to be less than 5 min.; program is assuming the time of concentration is 5 minutes.
Initial area time of concentration = 5.000 min.
Rainfall intensity = 6.762(In/Hr) for a 100.0 year storm COMMERCIAL subarea type
Runoff Coefficient = 0.873
Decimal fraction soil group A = 1.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 32.00
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 525 of 1555 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 2.067(CFS)
Total initial stream area = 0.350(Ac.)
Pervious area fraction = 0.100
End of computations, total study area = 0.35 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.100
Area averaged RI index number = 32.0
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 526 of 1555 Riverside County Rational Hydrology Program
CIVILCADD/CIVILDESIGN Engineering Software,(c) 1989 - 2005 Version 7.1 Rational Hydrology Study Date: 06/08/23 File:STARB100.out ------------------------------------------------------------------------ 100 YEAR STORM EVENT
DEVELOPED SITE
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** English (in-lb) Units used in input data file
------------------------------------------------------------------------ Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District 1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity-duration curves data (Plate D-4.1)
For the [ Cathedral City ] area used.
10 year storm 10 minute intensity = 2.770(In/Hr)
10 year storm 60 minute intensity = 0.980(In/Hr)
100 year storm 10 minute intensity = 4.520(In/Hr)
100 year storm 60 minute intensity = 1.600(In/Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.600(In/Hr)
Slope of intensity duration curve = 0.5800
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 20.000 to Point/Station 21.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ Initial area flow distance = 157.000(Ft.)
Top (of initial area) elevation = 487.700(Ft.)
Bottom (of initial area) elevation = 477.000(Ft.)
Difference in elevation = 10.700(Ft.)
Slope = 0.06815 s(percent)= 6.82
TC = k(0.300)*[(length^3)/(elevation change)]^0.2
Warning: TC computed to be less than 5 min.; program is assuming the time of concentration is 5 minutes.
Initial area time of concentration = 5.000 min.
Rainfall intensity = 6.762(In/Hr) for a 100.0 year storm COMMERCIAL subarea type
Runoff Coefficient = 0.882
Decimal fraction soil group A = 0.500
Decimal fraction soil group B = 0.500
Decimal fraction soil group C = 0.000
Decimal fraction soil group D = 0.000
RI index for soil(AMC 2) = 44.00
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 527 of 1555 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 1.550(CFS)
Total initial stream area = 0.260(Ac.)
Pervious area fraction = 0.100
End of computations, total study area = 0.26 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Area averaged pervious area fraction(Ap) = 0.100
Area averaged RI index number = 44.0
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 528 of 1555
APPENDIX C
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 529 of 1555
UNIT HYDROGRAPH METHOD
CALCULATIONS
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 530 of 1555 U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2008, Version 8.1 Study date 06/08/23 File: STARA10024100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- 100-YEAR STORM EVENT
24-HR STORM
24-HR STORM
-------------------------------------------------------------------- Drainage Area = 0.35(Ac.) = 0.001 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 0.35(Ac.) = 0.001 Sq. Mi.
Length along longest watercourse = 73.00(Ft.)
Length along longest watercourse measured to centroid = 25.00(Ft.) Length along longest watercourse = 0.014 Mi.
Length along longest watercourse measured to centroid = 0.005 Mi.
Difference in elevation = 10.20(Ft.)
Slope along watercourse = 737.7534 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.003 Hr.
Lag time = 0.16 Min.
25% of lag time = 0.04 Min.
40% of lag time = 0.06 Min.
Unit time = 5.00 Min.
Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
0.35 1.16 0.41
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
0.35 4.49 1.57
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 1.160(In)
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 531 of 1555 Area Averaged 100-Year Rainfall = 4.490(In)
Point rain (area averaged) = 4.490(In)
Areal adjustment factor = 100.00 %
Adjusted average point rain = 4.490(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
0.350 32.00 0.100
Total Area Entered = 0.35(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
32.0 32.0 0.742 0.100 0.675 1.000 0.675
Sum (F) = 0.675
Area averaged mean soil loss (F) (In/Hr) = 0.675
Minimum soil loss rate ((In/Hr)) = 0.338
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.820
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 3157.485 100.000 0.353
Sum = 100.000 Sum= 0.353
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.07 0.036 ( 1.197) 0.029 0.006
2 0.17 0.07 0.036 ( 1.192) 0.029 0.006
3 0.25 0.07 0.036 ( 1.188) 0.029 0.006
4 0.33 0.10 0.054 ( 1.183) 0.044 0.010
5 0.42 0.10 0.054 ( 1.179) 0.044 0.010
6 0.50 0.10 0.054 ( 1.174) 0.044 0.010
7 0.58 0.10 0.054 ( 1.169) 0.044 0.010
8 0.67 0.10 0.054 ( 1.165) 0.044 0.010
9 0.75 0.10 0.054 ( 1.160) 0.044 0.010
10 0.83 0.13 0.072 ( 1.156) 0.059 0.013
11 0.92 0.13 0.072 ( 1.151) 0.059 0.013
12 1.00 0.13 0.072 ( 1.147) 0.059 0.013
13 1.08 0.10 0.054 ( 1.142) 0.044 0.010
14 1.17 0.10 0.054 ( 1.138) 0.044 0.010
15 1.25 0.10 0.054 ( 1.133) 0.044 0.010
16 1.33 0.10 0.054 ( 1.128) 0.044 0.010
17 1.42 0.10 0.054 ( 1.124) 0.044 0.010
18 1.50 0.10 0.054 ( 1.120) 0.044 0.010
19 1.58 0.10 0.054 ( 1.115) 0.044 0.010
20 1.67 0.10 0.054 ( 1.111) 0.044 0.010
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 532 of 1555 21 1.75 0.10 0.054 ( 1.106) 0.044 0.010
22 1.83 0.13 0.072 ( 1.102) 0.059 0.013
23 1.92 0.13 0.072 ( 1.097) 0.059 0.013
24 2.00 0.13 0.072 ( 1.093) 0.059 0.013
25 2.08 0.13 0.072 ( 1.088) 0.059 0.013
26 2.17 0.13 0.072 ( 1.084) 0.059 0.013
27 2.25 0.13 0.072 ( 1.080) 0.059 0.013
28 2.33 0.13 0.072 ( 1.075) 0.059 0.013
29 2.42 0.13 0.072 ( 1.071) 0.059 0.013
30 2.50 0.13 0.072 ( 1.066) 0.059 0.013
31 2.58 0.17 0.090 ( 1.062) 0.074 0.016
32 2.67 0.17 0.090 ( 1.058) 0.074 0.016
33 2.75 0.17 0.090 ( 1.053) 0.074 0.016
34 2.83 0.17 0.090 ( 1.049) 0.074 0.016
35 2.92 0.17 0.090 ( 1.045) 0.074 0.016
36 3.00 0.17 0.090 ( 1.040) 0.074 0.016
37 3.08 0.17 0.090 ( 1.036) 0.074 0.016
38 3.17 0.17 0.090 ( 1.032) 0.074 0.016
39 3.25 0.17 0.090 ( 1.027) 0.074 0.016
40 3.33 0.17 0.090 ( 1.023) 0.074 0.016
41 3.42 0.17 0.090 ( 1.019) 0.074 0.016
42 3.50 0.17 0.090 ( 1.015) 0.074 0.016
43 3.58 0.17 0.090 ( 1.010) 0.074 0.016
44 3.67 0.17 0.090 ( 1.006) 0.074 0.016
45 3.75 0.17 0.090 ( 1.002) 0.074 0.016
46 3.83 0.20 0.108 ( 0.998) 0.088 0.019
47 3.92 0.20 0.108 ( 0.993) 0.088 0.019
48 4.00 0.20 0.108 ( 0.989) 0.088 0.019
49 4.08 0.20 0.108 ( 0.985) 0.088 0.019
50 4.17 0.20 0.108 ( 0.981) 0.088 0.019
51 4.25 0.20 0.108 ( 0.977) 0.088 0.019
52 4.33 0.23 0.126 ( 0.973) 0.103 0.023
53 4.42 0.23 0.126 ( 0.968) 0.103 0.023
54 4.50 0.23 0.126 ( 0.964) 0.103 0.023
55 4.58 0.23 0.126 ( 0.960) 0.103 0.023
56 4.67 0.23 0.126 ( 0.956) 0.103 0.023
57 4.75 0.23 0.126 ( 0.952) 0.103 0.023
58 4.83 0.27 0.144 ( 0.948) 0.118 0.026
59 4.92 0.27 0.144 ( 0.944) 0.118 0.026
60 5.00 0.27 0.144 ( 0.940) 0.118 0.026
61 5.08 0.20 0.108 ( 0.935) 0.088 0.019
62 5.17 0.20 0.108 ( 0.931) 0.088 0.019
63 5.25 0.20 0.108 ( 0.927) 0.088 0.019
64 5.33 0.23 0.126 ( 0.923) 0.103 0.023
65 5.42 0.23 0.126 ( 0.919) 0.103 0.023
66 5.50 0.23 0.126 ( 0.915) 0.103 0.023
67 5.58 0.27 0.144 ( 0.911) 0.118 0.026
68 5.67 0.27 0.144 ( 0.907) 0.118 0.026
69 5.75 0.27 0.144 ( 0.903) 0.118 0.026
70 5.83 0.27 0.144 ( 0.899) 0.118 0.026
71 5.92 0.27 0.144 ( 0.895) 0.118 0.026
72 6.00 0.27 0.144 ( 0.891) 0.118 0.026
73 6.08 0.30 0.162 ( 0.887) 0.133 0.029
74 6.17 0.30 0.162 ( 0.883) 0.133 0.029
75 6.25 0.30 0.162 ( 0.879) 0.133 0.029
76 6.33 0.30 0.162 ( 0.876) 0.133 0.029
77 6.42 0.30 0.162 ( 0.872) 0.133 0.029
78 6.50 0.30 0.162 ( 0.868) 0.133 0.029
79 6.58 0.33 0.180 ( 0.864) 0.147 0.032
80 6.67 0.33 0.180 ( 0.860) 0.147 0.032
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 533 of 1555 81 6.75 0.33 0.180 ( 0.856) 0.147 0.032
82 6.83 0.33 0.180 ( 0.852) 0.147 0.032
83 6.92 0.33 0.180 ( 0.848) 0.147 0.032
84 7.00 0.33 0.180 ( 0.844) 0.147 0.032
85 7.08 0.33 0.180 ( 0.841) 0.147 0.032
86 7.17 0.33 0.180 ( 0.837) 0.147 0.032
87 7.25 0.33 0.180 ( 0.833) 0.147 0.032
88 7.33 0.37 0.198 ( 0.829) 0.162 0.036
89 7.42 0.37 0.198 ( 0.825) 0.162 0.036
90 7.50 0.37 0.198 ( 0.822) 0.162 0.036
91 7.58 0.40 0.216 ( 0.818) 0.177 0.039
92 7.67 0.40 0.216 ( 0.814) 0.177 0.039
93 7.75 0.40 0.216 ( 0.810) 0.177 0.039
94 7.83 0.43 0.233 ( 0.807) 0.191 0.042
95 7.92 0.43 0.233 ( 0.803) 0.191 0.042
96 8.00 0.43 0.233 ( 0.799) 0.191 0.042
97 8.08 0.50 0.269 ( 0.795) 0.221 0.048
98 8.17 0.50 0.269 ( 0.792) 0.221 0.048
99 8.25 0.50 0.269 ( 0.788) 0.221 0.048
100 8.33 0.50 0.269 ( 0.784) 0.221 0.048
101 8.42 0.50 0.269 ( 0.781) 0.221 0.048
102 8.50 0.50 0.269 ( 0.777) 0.221 0.048
103 8.58 0.53 0.287 ( 0.773) 0.236 0.052
104 8.67 0.53 0.287 ( 0.770) 0.236 0.052
105 8.75 0.53 0.287 ( 0.766) 0.236 0.052
106 8.83 0.57 0.305 ( 0.762) 0.250 0.055
107 8.92 0.57 0.305 ( 0.759) 0.250 0.055
108 9.00 0.57 0.305 ( 0.755) 0.250 0.055
109 9.08 0.63 0.341 ( 0.752) 0.280 0.061
110 9.17 0.63 0.341 ( 0.748) 0.280 0.061
111 9.25 0.63 0.341 ( 0.745) 0.280 0.061
112 9.33 0.67 0.359 ( 0.741) 0.295 0.065
113 9.42 0.67 0.359 ( 0.737) 0.295 0.065
114 9.50 0.67 0.359 ( 0.734) 0.295 0.065
115 9.58 0.70 0.377 ( 0.730) 0.309 0.068
116 9.67 0.70 0.377 ( 0.727) 0.309 0.068
117 9.75 0.70 0.377 ( 0.723) 0.309 0.068
118 9.83 0.73 0.395 ( 0.720) 0.324 0.071
119 9.92 0.73 0.395 ( 0.716) 0.324 0.071
120 10.00 0.73 0.395 ( 0.713) 0.324 0.071
121 10.08 0.50 0.269 ( 0.710) 0.221 0.048
122 10.17 0.50 0.269 ( 0.706) 0.221 0.048
123 10.25 0.50 0.269 ( 0.703) 0.221 0.048
124 10.33 0.50 0.269 ( 0.699) 0.221 0.048
125 10.42 0.50 0.269 ( 0.696) 0.221 0.048
126 10.50 0.50 0.269 ( 0.693) 0.221 0.048
127 10.58 0.67 0.359 ( 0.689) 0.295 0.065
128 10.67 0.67 0.359 ( 0.686) 0.295 0.065
129 10.75 0.67 0.359 ( 0.682) 0.295 0.065
130 10.83 0.67 0.359 ( 0.679) 0.295 0.065
131 10.92 0.67 0.359 ( 0.676) 0.295 0.065
132 11.00 0.67 0.359 ( 0.672) 0.295 0.065
133 11.08 0.63 0.341 ( 0.669) 0.280 0.061
134 11.17 0.63 0.341 ( 0.666) 0.280 0.061
135 11.25 0.63 0.341 ( 0.663) 0.280 0.061
136 11.33 0.63 0.341 ( 0.659) 0.280 0.061
137 11.42 0.63 0.341 ( 0.656) 0.280 0.061
138 11.50 0.63 0.341 ( 0.653) 0.280 0.061
139 11.58 0.57 0.305 ( 0.649) 0.250 0.055
140 11.67 0.57 0.305 ( 0.646) 0.250 0.055
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 534 of 1555 141 11.75 0.57 0.305 ( 0.643) 0.250 0.055
142 11.83 0.60 0.323 ( 0.640) 0.265 0.058
143 11.92 0.60 0.323 ( 0.637) 0.265 0.058
144 12.00 0.60 0.323 ( 0.633) 0.265 0.058
145 12.08 0.83 0.449 ( 0.630) 0.368 0.081
146 12.17 0.83 0.449 ( 0.627) 0.368 0.081
147 12.25 0.83 0.449 ( 0.624) 0.368 0.081
148 12.33 0.87 0.467 ( 0.621) 0.383 0.084
149 12.42 0.87 0.467 ( 0.618) 0.383 0.084
150 12.50 0.87 0.467 ( 0.615) 0.383 0.084
151 12.58 0.93 0.503 ( 0.612) 0.412 0.091
152 12.67 0.93 0.503 ( 0.608) 0.412 0.091
153 12.75 0.93 0.503 ( 0.605) 0.412 0.091
154 12.83 0.97 0.521 ( 0.602) 0.427 0.094
155 12.92 0.97 0.521 ( 0.599) 0.427 0.094
156 13.00 0.97 0.521 ( 0.596) 0.427 0.094
157 13.08 1.13 0.611 ( 0.593) 0.501 0.110
158 13.17 1.13 0.611 ( 0.590) 0.501 0.110
159 13.25 1.13 0.611 ( 0.587) 0.501 0.110
160 13.33 1.13 0.611 ( 0.584) 0.501 0.110
161 13.42 1.13 0.611 ( 0.581) 0.501 0.110
162 13.50 1.13 0.611 ( 0.578) 0.501 0.110
163 13.58 0.77 0.413 ( 0.575) 0.339 0.074
164 13.67 0.77 0.413 ( 0.572) 0.339 0.074
165 13.75 0.77 0.413 ( 0.570) 0.339 0.074
166 13.83 0.77 0.413 ( 0.567) 0.339 0.074
167 13.92 0.77 0.413 ( 0.564) 0.339 0.074
168 14.00 0.77 0.413 ( 0.561) 0.339 0.074
169 14.08 0.90 0.485 ( 0.558) 0.398 0.087
170 14.17 0.90 0.485 ( 0.555) 0.398 0.087
171 14.25 0.90 0.485 ( 0.552) 0.398 0.087
172 14.33 0.87 0.467 ( 0.549) 0.383 0.084
173 14.42 0.87 0.467 ( 0.547) 0.383 0.084
174 14.50 0.87 0.467 ( 0.544) 0.383 0.084
175 14.58 0.87 0.467 ( 0.541) 0.383 0.084
176 14.67 0.87 0.467 ( 0.538) 0.383 0.084
177 14.75 0.87 0.467 ( 0.536) 0.383 0.084
178 14.83 0.83 0.449 ( 0.533) 0.368 0.081
179 14.92 0.83 0.449 ( 0.530) 0.368 0.081
180 15.00 0.83 0.449 ( 0.527) 0.368 0.081
181 15.08 0.80 0.431 ( 0.525) 0.353 0.078
182 15.17 0.80 0.431 ( 0.522) 0.353 0.078
183 15.25 0.80 0.431 ( 0.519) 0.353 0.078
184 15.33 0.77 0.413 ( 0.517) 0.339 0.074
185 15.42 0.77 0.413 ( 0.514) 0.339 0.074
186 15.50 0.77 0.413 ( 0.511) 0.339 0.074
187 15.58 0.63 0.341 ( 0.509) 0.280 0.061
188 15.67 0.63 0.341 ( 0.506) 0.280 0.061
189 15.75 0.63 0.341 ( 0.504) 0.280 0.061
190 15.83 0.63 0.341 ( 0.501) 0.280 0.061
191 15.92 0.63 0.341 ( 0.498) 0.280 0.061
192 16.00 0.63 0.341 ( 0.496) 0.280 0.061
193 16.08 0.13 0.072 ( 0.493) 0.059 0.013
194 16.17 0.13 0.072 ( 0.491) 0.059 0.013
195 16.25 0.13 0.072 ( 0.488) 0.059 0.013
196 16.33 0.13 0.072 ( 0.486) 0.059 0.013
197 16.42 0.13 0.072 ( 0.483) 0.059 0.013
198 16.50 0.13 0.072 ( 0.481) 0.059 0.013
199 16.58 0.10 0.054 ( 0.478) 0.044 0.010
200 16.67 0.10 0.054 ( 0.476) 0.044 0.010
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 535 of 1555 201 16.75 0.10 0.054 ( 0.474) 0.044 0.010
202 16.83 0.10 0.054 ( 0.471) 0.044 0.010
203 16.92 0.10 0.054 ( 0.469) 0.044 0.010
204 17.00 0.10 0.054 ( 0.466) 0.044 0.010
205 17.08 0.17 0.090 ( 0.464) 0.074 0.016
206 17.17 0.17 0.090 ( 0.462) 0.074 0.016
207 17.25 0.17 0.090 ( 0.459) 0.074 0.016
208 17.33 0.17 0.090 ( 0.457) 0.074 0.016
209 17.42 0.17 0.090 ( 0.455) 0.074 0.016
210 17.50 0.17 0.090 ( 0.453) 0.074 0.016
211 17.58 0.17 0.090 ( 0.450) 0.074 0.016
212 17.67 0.17 0.090 ( 0.448) 0.074 0.016
213 17.75 0.17 0.090 ( 0.446) 0.074 0.016
214 17.83 0.13 0.072 ( 0.444) 0.059 0.013
215 17.92 0.13 0.072 ( 0.441) 0.059 0.013
216 18.00 0.13 0.072 ( 0.439) 0.059 0.013
217 18.08 0.13 0.072 ( 0.437) 0.059 0.013
218 18.17 0.13 0.072 ( 0.435) 0.059 0.013
219 18.25 0.13 0.072 ( 0.433) 0.059 0.013
220 18.33 0.13 0.072 ( 0.431) 0.059 0.013
221 18.42 0.13 0.072 ( 0.429) 0.059 0.013
222 18.50 0.13 0.072 ( 0.426) 0.059 0.013
223 18.58 0.10 0.054 ( 0.424) 0.044 0.010
224 18.67 0.10 0.054 ( 0.422) 0.044 0.010
225 18.75 0.10 0.054 ( 0.420) 0.044 0.010
226 18.83 0.07 0.036 ( 0.418) 0.029 0.006
227 18.92 0.07 0.036 ( 0.416) 0.029 0.006
228 19.00 0.07 0.036 ( 0.414) 0.029 0.006
229 19.08 0.10 0.054 ( 0.412) 0.044 0.010
230 19.17 0.10 0.054 ( 0.410) 0.044 0.010
231 19.25 0.10 0.054 ( 0.409) 0.044 0.010
232 19.33 0.13 0.072 ( 0.407) 0.059 0.013
233 19.42 0.13 0.072 ( 0.405) 0.059 0.013
234 19.50 0.13 0.072 ( 0.403) 0.059 0.013
235 19.58 0.10 0.054 ( 0.401) 0.044 0.010
236 19.67 0.10 0.054 ( 0.399) 0.044 0.010
237 19.75 0.10 0.054 ( 0.397) 0.044 0.010
238 19.83 0.07 0.036 ( 0.396) 0.029 0.006
239 19.92 0.07 0.036 ( 0.394) 0.029 0.006
240 20.00 0.07 0.036 ( 0.392) 0.029 0.006
241 20.08 0.10 0.054 ( 0.390) 0.044 0.010
242 20.17 0.10 0.054 ( 0.389) 0.044 0.010
243 20.25 0.10 0.054 ( 0.387) 0.044 0.010
244 20.33 0.10 0.054 ( 0.385) 0.044 0.010
245 20.42 0.10 0.054 ( 0.384) 0.044 0.010
246 20.50 0.10 0.054 ( 0.382) 0.044 0.010
247 20.58 0.10 0.054 ( 0.380) 0.044 0.010
248 20.67 0.10 0.054 ( 0.379) 0.044 0.010
249 20.75 0.10 0.054 ( 0.377) 0.044 0.010
250 20.83 0.07 0.036 ( 0.376) 0.029 0.006
251 20.92 0.07 0.036 ( 0.374) 0.029 0.006
252 21.00 0.07 0.036 ( 0.373) 0.029 0.006
253 21.08 0.10 0.054 ( 0.371) 0.044 0.010
254 21.17 0.10 0.054 ( 0.370) 0.044 0.010
255 21.25 0.10 0.054 ( 0.368) 0.044 0.010
256 21.33 0.07 0.036 ( 0.367) 0.029 0.006
257 21.42 0.07 0.036 ( 0.366) 0.029 0.006
258 21.50 0.07 0.036 ( 0.364) 0.029 0.006
259 21.58 0.10 0.054 ( 0.363) 0.044 0.010
260 21.67 0.10 0.054 ( 0.362) 0.044 0.010
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 536 of 1555 261 21.75 0.10 0.054 ( 0.360) 0.044 0.010
262 21.83 0.07 0.036 ( 0.359) 0.029 0.006
263 21.92 0.07 0.036 ( 0.358) 0.029 0.006
264 22.00 0.07 0.036 ( 0.357) 0.029 0.006
265 22.08 0.10 0.054 ( 0.355) 0.044 0.010
266 22.17 0.10 0.054 ( 0.354) 0.044 0.010
267 22.25 0.10 0.054 ( 0.353) 0.044 0.010
268 22.33 0.07 0.036 ( 0.352) 0.029 0.006
269 22.42 0.07 0.036 ( 0.351) 0.029 0.006
270 22.50 0.07 0.036 ( 0.350) 0.029 0.006
271 22.58 0.07 0.036 ( 0.349) 0.029 0.006
272 22.67 0.07 0.036 ( 0.348) 0.029 0.006
273 22.75 0.07 0.036 ( 0.347) 0.029 0.006
274 22.83 0.07 0.036 ( 0.346) 0.029 0.006
275 22.92 0.07 0.036 ( 0.345) 0.029 0.006
276 23.00 0.07 0.036 ( 0.344) 0.029 0.006
277 23.08 0.07 0.036 ( 0.343) 0.029 0.006
278 23.17 0.07 0.036 ( 0.343) 0.029 0.006
279 23.25 0.07 0.036 ( 0.342) 0.029 0.006
280 23.33 0.07 0.036 ( 0.341) 0.029 0.006
281 23.42 0.07 0.036 ( 0.341) 0.029 0.006
282 23.50 0.07 0.036 ( 0.340) 0.029 0.006
283 23.58 0.07 0.036 ( 0.339) 0.029 0.006
284 23.67 0.07 0.036 ( 0.339) 0.029 0.006
285 23.75 0.07 0.036 ( 0.339) 0.029 0.006
286 23.83 0.07 0.036 ( 0.338) 0.029 0.006
287 23.92 0.07 0.036 ( 0.338) 0.029 0.006
288 24.00 0.07 0.036 ( 0.338) 0.029 0.006
(Loss Rate Not Used)
Sum = 100.0 Sum = 9.7
Flood volume = Effective rainfall 0.81(In)
times area 0.3(Ac.)/[(In)/(Ft.)] = 0.0(Ac.Ft)
Total soil loss = 3.68(In)
Total soil loss = 0.107(Ac.Ft)
Total rainfall = 4.49(In)
Flood volume = 1026.8 Cubic Feet
Total soil loss = 4677.7 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 0.039(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0
----------------------------------------------------------------------- 0+ 5 0.0000 0.00 Q | | | |
0+10 0.0000 0.00 Q | | | |
0+15 0.0000 0.00 Q | | | |
0+20 0.0001 0.00 Q | | | |
0+25 0.0001 0.00 Q | | | |
0+30 0.0001 0.00 Q | | | |
0+35 0.0001 0.00 Q | | | |
0+40 0.0002 0.00 Q | | | |
0+45 0.0002 0.00 Q | | | |
0+50 0.0002 0.00 Q | | | |
0+55 0.0003 0.00 Q | | | |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 537 of 1555 1+ 0 0.0003 0.00 Q | | | |
1+ 5 0.0003 0.00 Q | | | |
1+10 0.0003 0.00 Q | | | |
1+15 0.0004 0.00 Q | | | |
1+20 0.0004 0.00 Q | | | |
1+25 0.0004 0.00 Q | | | |
1+30 0.0004 0.00 Q | | | |
1+35 0.0004 0.00 Q | | | |
1+40 0.0005 0.00 Q | | | |
1+45 0.0005 0.00 Q | | | |
1+50 0.0005 0.00 Q | | | |
1+55 0.0006 0.00 Q | | | |
2+ 0 0.0006 0.00 Q | | | |
2+ 5 0.0006 0.00 QV | | | |
2+10 0.0007 0.00 QV | | | |
2+15 0.0007 0.00 QV | | | |
2+20 0.0007 0.00 QV | | | |
2+25 0.0007 0.00 QV | | | |
2+30 0.0008 0.00 QV | | | |
2+35 0.0008 0.01 QV | | | |
2+40 0.0009 0.01 QV | | | |
2+45 0.0009 0.01 QV | | | |
2+50 0.0009 0.01 QV | | | |
2+55 0.0010 0.01 QV | | | |
3+ 0 0.0010 0.01 QV | | | |
3+ 5 0.0011 0.01 QV | | | |
3+10 0.0011 0.01 QV | | | |
3+15 0.0011 0.01 QV | | | |
3+20 0.0012 0.01 QV | | | |
3+25 0.0012 0.01 Q V | | | |
3+30 0.0012 0.01 Q V | | | |
3+35 0.0013 0.01 Q V | | | |
3+40 0.0013 0.01 Q V | | | |
3+45 0.0014 0.01 Q V | | | |
3+50 0.0014 0.01 Q V | | | |
3+55 0.0015 0.01 Q V | | | |
4+ 0 0.0015 0.01 Q V | | | |
4+ 5 0.0016 0.01 Q V | | | |
4+10 0.0016 0.01 Q V | | | |
4+15 0.0017 0.01 Q V | | | |
4+20 0.0017 0.01 Q V | | | |
4+25 0.0018 0.01 Q V | | | |
4+30 0.0018 0.01 Q V | | | |
4+35 0.0019 0.01 Q V | | | |
4+40 0.0019 0.01 Q V | | | |
4+45 0.0020 0.01 Q V | | | |
4+50 0.0020 0.01 Q V | | | |
4+55 0.0021 0.01 Q V | | | |
5+ 0 0.0022 0.01 Q V | | | |
5+ 5 0.0022 0.01 Q V | | | |
5+10 0.0023 0.01 Q V | | | |
5+15 0.0023 0.01 Q V | | | |
5+20 0.0024 0.01 Q V | | | |
5+25 0.0024 0.01 Q V | | | |
5+30 0.0025 0.01 Q V | | | |
5+35 0.0025 0.01 Q V | | | |
5+40 0.0026 0.01 Q V | | | |
5+45 0.0027 0.01 Q V | | | |
5+50 0.0027 0.01 Q V | | | |
5+55 0.0028 0.01 Q V | | | |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 538 of 1555 6+ 0 0.0029 0.01 Q V | | | |
6+ 5 0.0029 0.01 Q V | | | |
6+10 0.0030 0.01 Q V | | | |
6+15 0.0031 0.01 Q V | | | |
6+20 0.0031 0.01 Q V | | | |
6+25 0.0032 0.01 Q V | | | |
6+30 0.0033 0.01 Q V | | | |
6+35 0.0034 0.01 Q V | | | |
6+40 0.0034 0.01 Q V | | | |
6+45 0.0035 0.01 Q V | | | |
6+50 0.0036 0.01 Q V | | | |
6+55 0.0037 0.01 Q V | | | |
7+ 0 0.0037 0.01 Q V | | | |
7+ 5 0.0038 0.01 Q V | | | |
7+10 0.0039 0.01 Q V | | | |
7+15 0.0040 0.01 Q V | | | |
7+20 0.0041 0.01 Q V | | | |
7+25 0.0042 0.01 Q V | | | |
7+30 0.0042 0.01 Q V | | | |
7+35 0.0043 0.01 Q V | | | |
7+40 0.0044 0.01 Q V | | | |
7+45 0.0045 0.01 Q V | | | |
7+50 0.0046 0.01 Q V | | | |
7+55 0.0047 0.01 Q V | | | |
8+ 0 0.0048 0.01 Q V | | | |
8+ 5 0.0050 0.02 Q V | | | |
8+10 0.0051 0.02 Q V | | | |
8+15 0.0052 0.02 Q V | | | |
8+20 0.0053 0.02 Q V | | | |
8+25 0.0054 0.02 Q V| | | |
8+30 0.0055 0.02 Q V| | | |
8+35 0.0057 0.02 Q V| | | |
8+40 0.0058 0.02 Q V| | | |
8+45 0.0059 0.02 Q V | | |
8+50 0.0061 0.02 Q V | | |
8+55 0.0062 0.02 Q V | | |
9+ 0 0.0063 0.02 Q V | | |
9+ 5 0.0065 0.02 Q V | | |
9+10 0.0066 0.02 Q |V | | |
9+15 0.0068 0.02 Q |V | | |
9+20 0.0069 0.02 Q |V | | |
9+25 0.0071 0.02 Q | V | | |
9+30 0.0072 0.02 Q | V | | |
9+35 0.0074 0.02 Q | V | | |
9+40 0.0076 0.02 Q | V | | |
9+45 0.0077 0.02 Q | V | | |
9+50 0.0079 0.03 Q | V | | |
9+55 0.0081 0.03 Q | V | | |
10+ 0 0.0083 0.03 Q | V | | |
10+ 5 0.0084 0.02 Q | V | | |
10+10 0.0085 0.02 Q | V | | |
10+15 0.0086 0.02 Q | V | | |
10+20 0.0087 0.02 Q | V | | |
10+25 0.0088 0.02 Q | V | | |
10+30 0.0090 0.02 Q | V | | |
10+35 0.0091 0.02 Q | V | | |
10+40 0.0093 0.02 Q | V | | |
10+45 0.0094 0.02 Q | V | | |
10+50 0.0096 0.02 Q | V | | |
10+55 0.0097 0.02 Q | V | | |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 539 of 1555 11+ 0 0.0099 0.02 Q | V | | |
11+ 5 0.0100 0.02 Q | V | | |
11+10 0.0102 0.02 Q | V | | |
11+15 0.0103 0.02 Q | V | | |
11+20 0.0105 0.02 Q | V | | |
11+25 0.0106 0.02 Q | V | | |
11+30 0.0108 0.02 Q | V | | |
11+35 0.0109 0.02 Q | V | | |
11+40 0.0111 0.02 Q | V | | |
11+45 0.0112 0.02 Q | V | | |
11+50 0.0113 0.02 Q | V| | |
11+55 0.0115 0.02 Q | V| | |
12+ 0 0.0116 0.02 Q | V| | |
12+ 5 0.0118 0.03 Q | V | |
12+10 0.0120 0.03 Q | V | |
12+15 0.0122 0.03 Q | V | |
12+20 0.0124 0.03 Q | |V | |
12+25 0.0126 0.03 Q | |V | |
12+30 0.0128 0.03 Q | |V | |
12+35 0.0130 0.03 Q | | V | |
12+40 0.0133 0.03 Q | | V | |
12+45 0.0135 0.03 Q | | V | |
12+50 0.0137 0.03 Q | | V | |
12+55 0.0139 0.03 Q | | V | |
13+ 0 0.0142 0.03 Q | | V | |
13+ 5 0.0144 0.04 Q | | V | |
13+10 0.0147 0.04 Q | | V | |
13+15 0.0150 0.04 Q | | V | |
13+20 0.0152 0.04 Q | | V | |
13+25 0.0155 0.04 Q | | V | |
13+30 0.0158 0.04 Q | | V | |
13+35 0.0160 0.03 Q | | V | |
13+40 0.0161 0.03 Q | | V | |
13+45 0.0163 0.03 Q | | V | |
13+50 0.0165 0.03 Q | | V | |
13+55 0.0167 0.03 Q | | V | |
14+ 0 0.0169 0.03 Q | | V | |
14+ 5 0.0171 0.03 Q | | V | |
14+10 0.0173 0.03 Q | | V| |
14+15 0.0175 0.03 Q | | V| |
14+20 0.0177 0.03 Q | | V |
14+25 0.0179 0.03 Q | | V |
14+30 0.0181 0.03 Q | | V |
14+35 0.0183 0.03 Q | | |V |
14+40 0.0185 0.03 Q | | |V |
14+45 0.0187 0.03 Q | | |V |
14+50 0.0189 0.03 Q | | | V |
14+55 0.0191 0.03 Q | | | V |
15+ 0 0.0193 0.03 Q | | | V |
15+ 5 0.0195 0.03 Q | | | V |
15+10 0.0197 0.03 Q | | | V |
15+15 0.0199 0.03 Q | | | V |
15+20 0.0201 0.03 Q | | | V |
15+25 0.0202 0.03 Q | | | V |
15+30 0.0204 0.03 Q | | | V |
15+35 0.0206 0.02 Q | | | V |
15+40 0.0207 0.02 Q | | | V |
15+45 0.0209 0.02 Q | | | V |
15+50 0.0210 0.02 Q | | | V |
15+55 0.0212 0.02 Q | | | V |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 540 of 1555 16+ 0 0.0213 0.02 Q | | | V |
16+ 5 0.0213 0.00 Q | | | V |
16+10 0.0214 0.00 Q | | | V |
16+15 0.0214 0.00 Q | | | V |
16+20 0.0214 0.00 Q | | | V |
16+25 0.0215 0.00 Q | | | V |
16+30 0.0215 0.00 Q | | | V |
16+35 0.0215 0.00 Q | | | V |
16+40 0.0215 0.00 Q | | | V |
16+45 0.0216 0.00 Q | | | V |
16+50 0.0216 0.00 Q | | | V |
16+55 0.0216 0.00 Q | | | V |
17+ 0 0.0216 0.00 Q | | | V |
17+ 5 0.0217 0.01 Q | | | V |
17+10 0.0217 0.01 Q | | | V |
17+15 0.0218 0.01 Q | | | V |
17+20 0.0218 0.01 Q | | | V |
17+25 0.0218 0.01 Q | | | V |
17+30 0.0219 0.01 Q | | | V |
17+35 0.0219 0.01 Q | | | V |
17+40 0.0220 0.01 Q | | | V |
17+45 0.0220 0.01 Q | | | V |
17+50 0.0220 0.00 Q | | | V |
17+55 0.0221 0.00 Q | | | V |
18+ 0 0.0221 0.00 Q | | | V |
18+ 5 0.0221 0.00 Q | | | V |
18+10 0.0222 0.00 Q | | | V |
18+15 0.0222 0.00 Q | | | V |
18+20 0.0222 0.00 Q | | | V |
18+25 0.0222 0.00 Q | | | V |
18+30 0.0223 0.00 Q | | | V |
18+35 0.0223 0.00 Q | | | V |
18+40 0.0223 0.00 Q | | | V |
18+45 0.0223 0.00 Q | | | V |
18+50 0.0224 0.00 Q | | | V |
18+55 0.0224 0.00 Q | | | V |
19+ 0 0.0224 0.00 Q | | | V |
19+ 5 0.0224 0.00 Q | | | V |
19+10 0.0224 0.00 Q | | | V |
19+15 0.0225 0.00 Q | | | V |
19+20 0.0225 0.00 Q | | | V |
19+25 0.0225 0.00 Q | | | V |
19+30 0.0226 0.00 Q | | | V |
19+35 0.0226 0.00 Q | | | V |
19+40 0.0226 0.00 Q | | | V |
19+45 0.0226 0.00 Q | | | V |
19+50 0.0226 0.00 Q | | | V |
19+55 0.0227 0.00 Q | | | V |
20+ 0 0.0227 0.00 Q | | | V |
20+ 5 0.0227 0.00 Q | | | V |
20+10 0.0227 0.00 Q | | | V |
20+15 0.0227 0.00 Q | | | V |
20+20 0.0228 0.00 Q | | | V |
20+25 0.0228 0.00 Q | | | V |
20+30 0.0228 0.00 Q | | | V |
20+35 0.0228 0.00 Q | | | V |
20+40 0.0229 0.00 Q | | | V |
20+45 0.0229 0.00 Q | | | V |
20+50 0.0229 0.00 Q | | | V |
20+55 0.0229 0.00 Q | | | V |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 541 of 1555 21+ 0 0.0229 0.00 Q | | | V |
21+ 5 0.0230 0.00 Q | | | V |
21+10 0.0230 0.00 Q | | | V |
21+15 0.0230 0.00 Q | | | V|
21+20 0.0230 0.00 Q | | | V|
21+25 0.0230 0.00 Q | | | V|
21+30 0.0231 0.00 Q | | | V|
21+35 0.0231 0.00 Q | | | V|
21+40 0.0231 0.00 Q | | | V|
21+45 0.0231 0.00 Q | | | V|
21+50 0.0231 0.00 Q | | | V|
21+55 0.0232 0.00 Q | | | V|
22+ 0 0.0232 0.00 Q | | | V|
22+ 5 0.0232 0.00 Q | | | V|
22+10 0.0232 0.00 Q | | | V|
22+15 0.0232 0.00 Q | | | V|
22+20 0.0233 0.00 Q | | | V|
22+25 0.0233 0.00 Q | | | V|
22+30 0.0233 0.00 Q | | | V|
22+35 0.0233 0.00 Q | | | V|
22+40 0.0233 0.00 Q | | | V|
22+45 0.0233 0.00 Q | | | V|
22+50 0.0234 0.00 Q | | | V|
22+55 0.0234 0.00 Q | | | V|
23+ 0 0.0234 0.00 Q | | | V|
23+ 5 0.0234 0.00 Q | | | V|
23+10 0.0234 0.00 Q | | | V|
23+15 0.0234 0.00 Q | | | V|
23+20 0.0234 0.00 Q | | | V|
23+25 0.0235 0.00 Q | | | V|
23+30 0.0235 0.00 Q | | | V|
23+35 0.0235 0.00 Q | | | V|
23+40 0.0235 0.00 Q | | | V|
23+45 0.0235 0.00 Q | | | V|
23+50 0.0235 0.00 Q | | | V|
23+55 0.0236 0.00 Q | | | V|
24+ 0 0.0236 0.00 Q | | | V
-----------------------------------------------------------------------
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 542 of 1555 U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2008, Version 8.1 Study date 06/08/23 File: STARB10024100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6094
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- 100 YEAR STORM EVENT
24-HR STORM
24-HR STORM
-------------------------------------------------------------------- Drainage Area = 0.26(Ac.) = 0.000 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 0.26(Ac.) = 0.000 Sq. Mi.
Length along longest watercourse = 157.00(Ft.)
Length along longest watercourse measured to centroid = 53.00(Ft.) Length along longest watercourse = 0.030 Mi.
Length along longest watercourse measured to centroid = 0.010 Mi.
Difference in elevation = 10.70(Ft.)
Slope along watercourse = 359.8471 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.005 Hr.
Lag time = 0.32 Min.
25% of lag time = 0.08 Min.
40% of lag time = 0.13 Min.
Unit time = 5.00 Min.
Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
0.26 1.16 0.30
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
0.26 4.49 1.17
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 543 of 1555 STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 1.160(In)
Area Averaged 100-Year Rainfall = 4.490(In)
Point rain (area averaged) = 4.490(In)
Areal adjustment factor = 100.00 %
Adjusted average point rain = 4.490(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
0.260 44.00 0.100
Total Area Entered = 0.26(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
44.0 44.0 0.631 0.100 0.574 1.000 0.574
Sum (F) = 0.574
Area averaged mean soil loss (F) (In/Hr) = 0.574
Minimum soil loss rate ((In/Hr)) = 0.287
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.820
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 1547.796 100.000 0.262
Sum = 100.000 Sum= 0.262
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.07 0.036 ( 1.018) 0.029 0.006
2 0.17 0.07 0.036 ( 1.014) 0.029 0.006
3 0.25 0.07 0.036 ( 1.010) 0.029 0.006
4 0.33 0.10 0.054 ( 1.006) 0.044 0.010
5 0.42 0.10 0.054 ( 1.002) 0.044 0.010
6 0.50 0.10 0.054 ( 0.998) 0.044 0.010
7 0.58 0.10 0.054 ( 0.994) 0.044 0.010
8 0.67 0.10 0.054 ( 0.990) 0.044 0.010
9 0.75 0.10 0.054 ( 0.986) 0.044 0.010
10 0.83 0.13 0.072 ( 0.982) 0.059 0.013
11 0.92 0.13 0.072 ( 0.979) 0.059 0.013
12 1.00 0.13 0.072 ( 0.975) 0.059 0.013
13 1.08 0.10 0.054 ( 0.971) 0.044 0.010
14 1.17 0.10 0.054 ( 0.967) 0.044 0.010
15 1.25 0.10 0.054 ( 0.963) 0.044 0.010
16 1.33 0.10 0.054 ( 0.959) 0.044 0.010
17 1.42 0.10 0.054 ( 0.956) 0.044 0.010
18 1.50 0.10 0.054 ( 0.952) 0.044 0.010
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 544 of 1555 19 1.58 0.10 0.054 ( 0.948) 0.044 0.010
20 1.67 0.10 0.054 ( 0.944) 0.044 0.010
21 1.75 0.10 0.054 ( 0.940) 0.044 0.010
22 1.83 0.13 0.072 ( 0.937) 0.059 0.013
23 1.92 0.13 0.072 ( 0.933) 0.059 0.013
24 2.00 0.13 0.072 ( 0.929) 0.059 0.013
25 2.08 0.13 0.072 ( 0.925) 0.059 0.013
26 2.17 0.13 0.072 ( 0.922) 0.059 0.013
27 2.25 0.13 0.072 ( 0.918) 0.059 0.013
28 2.33 0.13 0.072 ( 0.914) 0.059 0.013
29 2.42 0.13 0.072 ( 0.910) 0.059 0.013
30 2.50 0.13 0.072 ( 0.907) 0.059 0.013
31 2.58 0.17 0.090 ( 0.903) 0.074 0.016
32 2.67 0.17 0.090 ( 0.899) 0.074 0.016
33 2.75 0.17 0.090 ( 0.895) 0.074 0.016
34 2.83 0.17 0.090 ( 0.892) 0.074 0.016
35 2.92 0.17 0.090 ( 0.888) 0.074 0.016
36 3.00 0.17 0.090 ( 0.884) 0.074 0.016
37 3.08 0.17 0.090 ( 0.881) 0.074 0.016
38 3.17 0.17 0.090 ( 0.877) 0.074 0.016
39 3.25 0.17 0.090 ( 0.873) 0.074 0.016
40 3.33 0.17 0.090 ( 0.870) 0.074 0.016
41 3.42 0.17 0.090 ( 0.866) 0.074 0.016
42 3.50 0.17 0.090 ( 0.863) 0.074 0.016
43 3.58 0.17 0.090 ( 0.859) 0.074 0.016
44 3.67 0.17 0.090 ( 0.855) 0.074 0.016
45 3.75 0.17 0.090 ( 0.852) 0.074 0.016
46 3.83 0.20 0.108 ( 0.848) 0.088 0.019
47 3.92 0.20 0.108 ( 0.845) 0.088 0.019
48 4.00 0.20 0.108 ( 0.841) 0.088 0.019
49 4.08 0.20 0.108 ( 0.837) 0.088 0.019
50 4.17 0.20 0.108 ( 0.834) 0.088 0.019
51 4.25 0.20 0.108 ( 0.830) 0.088 0.019
52 4.33 0.23 0.126 ( 0.827) 0.103 0.023
53 4.42 0.23 0.126 ( 0.823) 0.103 0.023
54 4.50 0.23 0.126 ( 0.820) 0.103 0.023
55 4.58 0.23 0.126 ( 0.816) 0.103 0.023
56 4.67 0.23 0.126 ( 0.813) 0.103 0.023
57 4.75 0.23 0.126 ( 0.809) 0.103 0.023
58 4.83 0.27 0.144 ( 0.806) 0.118 0.026
59 4.92 0.27 0.144 ( 0.802) 0.118 0.026
60 5.00 0.27 0.144 ( 0.799) 0.118 0.026
61 5.08 0.20 0.108 ( 0.795) 0.088 0.019
62 5.17 0.20 0.108 ( 0.792) 0.088 0.019
63 5.25 0.20 0.108 ( 0.788) 0.088 0.019
64 5.33 0.23 0.126 ( 0.785) 0.103 0.023
65 5.42 0.23 0.126 ( 0.782) 0.103 0.023
66 5.50 0.23 0.126 ( 0.778) 0.103 0.023
67 5.58 0.27 0.144 ( 0.775) 0.118 0.026
68 5.67 0.27 0.144 ( 0.771) 0.118 0.026
69 5.75 0.27 0.144 ( 0.768) 0.118 0.026
70 5.83 0.27 0.144 ( 0.764) 0.118 0.026
71 5.92 0.27 0.144 ( 0.761) 0.118 0.026
72 6.00 0.27 0.144 ( 0.758) 0.118 0.026
73 6.08 0.30 0.162 ( 0.754) 0.133 0.029
74 6.17 0.30 0.162 ( 0.751) 0.133 0.029
75 6.25 0.30 0.162 ( 0.748) 0.133 0.029
76 6.33 0.30 0.162 ( 0.744) 0.133 0.029
77 6.42 0.30 0.162 ( 0.741) 0.133 0.029
78 6.50 0.30 0.162 ( 0.738) 0.133 0.029
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 545 of 1555 79 6.58 0.33 0.180 ( 0.734) 0.147 0.032
80 6.67 0.33 0.180 ( 0.731) 0.147 0.032
81 6.75 0.33 0.180 ( 0.728) 0.147 0.032
82 6.83 0.33 0.180 ( 0.724) 0.147 0.032
83 6.92 0.33 0.180 ( 0.721) 0.147 0.032
84 7.00 0.33 0.180 ( 0.718) 0.147 0.032
85 7.08 0.33 0.180 ( 0.715) 0.147 0.032
86 7.17 0.33 0.180 ( 0.711) 0.147 0.032
87 7.25 0.33 0.180 ( 0.708) 0.147 0.032
88 7.33 0.37 0.198 ( 0.705) 0.162 0.036
89 7.42 0.37 0.198 ( 0.702) 0.162 0.036
90 7.50 0.37 0.198 ( 0.698) 0.162 0.036
91 7.58 0.40 0.216 ( 0.695) 0.177 0.039
92 7.67 0.40 0.216 ( 0.692) 0.177 0.039
93 7.75 0.40 0.216 ( 0.689) 0.177 0.039
94 7.83 0.43 0.233 ( 0.686) 0.191 0.042
95 7.92 0.43 0.233 ( 0.683) 0.191 0.042
96 8.00 0.43 0.233 ( 0.679) 0.191 0.042
97 8.08 0.50 0.269 ( 0.676) 0.221 0.048
98 8.17 0.50 0.269 ( 0.673) 0.221 0.048
99 8.25 0.50 0.269 ( 0.670) 0.221 0.048
100 8.33 0.50 0.269 ( 0.667) 0.221 0.048
101 8.42 0.50 0.269 ( 0.664) 0.221 0.048
102 8.50 0.50 0.269 ( 0.661) 0.221 0.048
103 8.58 0.53 0.287 ( 0.657) 0.236 0.052
104 8.67 0.53 0.287 ( 0.654) 0.236 0.052
105 8.75 0.53 0.287 ( 0.651) 0.236 0.052
106 8.83 0.57 0.305 ( 0.648) 0.250 0.055
107 8.92 0.57 0.305 ( 0.645) 0.250 0.055
108 9.00 0.57 0.305 ( 0.642) 0.250 0.055
109 9.08 0.63 0.341 ( 0.639) 0.280 0.061
110 9.17 0.63 0.341 ( 0.636) 0.280 0.061
111 9.25 0.63 0.341 ( 0.633) 0.280 0.061
112 9.33 0.67 0.359 ( 0.630) 0.295 0.065
113 9.42 0.67 0.359 ( 0.627) 0.295 0.065
114 9.50 0.67 0.359 ( 0.624) 0.295 0.065
115 9.58 0.70 0.377 ( 0.621) 0.309 0.068
116 9.67 0.70 0.377 ( 0.618) 0.309 0.068
117 9.75 0.70 0.377 ( 0.615) 0.309 0.068
118 9.83 0.73 0.395 ( 0.612) 0.324 0.071
119 9.92 0.73 0.395 ( 0.609) 0.324 0.071
120 10.00 0.73 0.395 ( 0.606) 0.324 0.071
121 10.08 0.50 0.269 ( 0.603) 0.221 0.048
122 10.17 0.50 0.269 ( 0.600) 0.221 0.048
123 10.25 0.50 0.269 ( 0.597) 0.221 0.048
124 10.33 0.50 0.269 ( 0.595) 0.221 0.048
125 10.42 0.50 0.269 ( 0.592) 0.221 0.048
126 10.50 0.50 0.269 ( 0.589) 0.221 0.048
127 10.58 0.67 0.359 ( 0.586) 0.295 0.065
128 10.67 0.67 0.359 ( 0.583) 0.295 0.065
129 10.75 0.67 0.359 ( 0.580) 0.295 0.065
130 10.83 0.67 0.359 ( 0.577) 0.295 0.065
131 10.92 0.67 0.359 ( 0.574) 0.295 0.065
132 11.00 0.67 0.359 ( 0.572) 0.295 0.065
133 11.08 0.63 0.341 ( 0.569) 0.280 0.061
134 11.17 0.63 0.341 ( 0.566) 0.280 0.061
135 11.25 0.63 0.341 ( 0.563) 0.280 0.061
136 11.33 0.63 0.341 ( 0.560) 0.280 0.061
137 11.42 0.63 0.341 ( 0.558) 0.280 0.061
138 11.50 0.63 0.341 ( 0.555) 0.280 0.061
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 546 of 1555 139 11.58 0.57 0.305 ( 0.552) 0.250 0.055
140 11.67 0.57 0.305 ( 0.549) 0.250 0.055
141 11.75 0.57 0.305 ( 0.547) 0.250 0.055
142 11.83 0.60 0.323 ( 0.544) 0.265 0.058
143 11.92 0.60 0.323 ( 0.541) 0.265 0.058
144 12.00 0.60 0.323 ( 0.539) 0.265 0.058
145 12.08 0.83 0.449 ( 0.536) 0.368 0.081
146 12.17 0.83 0.449 ( 0.533) 0.368 0.081
147 12.25 0.83 0.449 ( 0.530) 0.368 0.081
148 12.33 0.87 0.467 ( 0.528) 0.383 0.084
149 12.42 0.87 0.467 ( 0.525) 0.383 0.084
150 12.50 0.87 0.467 ( 0.523) 0.383 0.084
151 12.58 0.93 0.503 ( 0.520) 0.412 0.091
152 12.67 0.93 0.503 ( 0.517) 0.412 0.091
153 12.75 0.93 0.503 ( 0.515) 0.412 0.091
154 12.83 0.97 0.521 ( 0.512) 0.427 0.094
155 12.92 0.97 0.521 ( 0.509) 0.427 0.094
156 13.00 0.97 0.521 ( 0.507) 0.427 0.094
157 13.08 1.13 0.611 ( 0.504) 0.501 0.110
158 13.17 1.13 0.611 ( 0.502) 0.501 0.110
159 13.25 1.13 0.611 0.499 ( 0.501) 0.111
160 13.33 1.13 0.611 0.497 ( 0.501) 0.114
161 13.42 1.13 0.611 0.494 ( 0.501) 0.116
162 13.50 1.13 0.611 0.492 ( 0.501) 0.119
163 13.58 0.77 0.413 ( 0.489) 0.339 0.074
164 13.67 0.77 0.413 ( 0.487) 0.339 0.074
165 13.75 0.77 0.413 ( 0.484) 0.339 0.074
166 13.83 0.77 0.413 ( 0.482) 0.339 0.074
167 13.92 0.77 0.413 ( 0.479) 0.339 0.074
168 14.00 0.77 0.413 ( 0.477) 0.339 0.074
169 14.08 0.90 0.485 ( 0.474) 0.398 0.087
170 14.17 0.90 0.485 ( 0.472) 0.398 0.087
171 14.25 0.90 0.485 ( 0.470) 0.398 0.087
172 14.33 0.87 0.467 ( 0.467) 0.383 0.084
173 14.42 0.87 0.467 ( 0.465) 0.383 0.084
174 14.50 0.87 0.467 ( 0.462) 0.383 0.084
175 14.58 0.87 0.467 ( 0.460) 0.383 0.084
176 14.67 0.87 0.467 ( 0.458) 0.383 0.084
177 14.75 0.87 0.467 ( 0.455) 0.383 0.084
178 14.83 0.83 0.449 ( 0.453) 0.368 0.081
179 14.92 0.83 0.449 ( 0.451) 0.368 0.081
180 15.00 0.83 0.449 ( 0.448) 0.368 0.081
181 15.08 0.80 0.431 ( 0.446) 0.353 0.078
182 15.17 0.80 0.431 ( 0.444) 0.353 0.078
183 15.25 0.80 0.431 ( 0.441) 0.353 0.078
184 15.33 0.77 0.413 ( 0.439) 0.339 0.074
185 15.42 0.77 0.413 ( 0.437) 0.339 0.074
186 15.50 0.77 0.413 ( 0.435) 0.339 0.074
187 15.58 0.63 0.341 ( 0.432) 0.280 0.061
188 15.67 0.63 0.341 ( 0.430) 0.280 0.061
189 15.75 0.63 0.341 ( 0.428) 0.280 0.061
190 15.83 0.63 0.341 ( 0.426) 0.280 0.061
191 15.92 0.63 0.341 ( 0.424) 0.280 0.061
192 16.00 0.63 0.341 ( 0.422) 0.280 0.061
193 16.08 0.13 0.072 ( 0.419) 0.059 0.013
194 16.17 0.13 0.072 ( 0.417) 0.059 0.013
195 16.25 0.13 0.072 ( 0.415) 0.059 0.013
196 16.33 0.13 0.072 ( 0.413) 0.059 0.013
197 16.42 0.13 0.072 ( 0.411) 0.059 0.013
198 16.50 0.13 0.072 ( 0.409) 0.059 0.013
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 547 of 1555 199 16.58 0.10 0.054 ( 0.407) 0.044 0.010
200 16.67 0.10 0.054 ( 0.405) 0.044 0.010
201 16.75 0.10 0.054 ( 0.403) 0.044 0.010
202 16.83 0.10 0.054 ( 0.401) 0.044 0.010
203 16.92 0.10 0.054 ( 0.399) 0.044 0.010
204 17.00 0.10 0.054 ( 0.397) 0.044 0.010
205 17.08 0.17 0.090 ( 0.395) 0.074 0.016
206 17.17 0.17 0.090 ( 0.393) 0.074 0.016
207 17.25 0.17 0.090 ( 0.391) 0.074 0.016
208 17.33 0.17 0.090 ( 0.389) 0.074 0.016
209 17.42 0.17 0.090 ( 0.387) 0.074 0.016
210 17.50 0.17 0.090 ( 0.385) 0.074 0.016
211 17.58 0.17 0.090 ( 0.383) 0.074 0.016
212 17.67 0.17 0.090 ( 0.381) 0.074 0.016
213 17.75 0.17 0.090 ( 0.379) 0.074 0.016
214 17.83 0.13 0.072 ( 0.377) 0.059 0.013
215 17.92 0.13 0.072 ( 0.375) 0.059 0.013
216 18.00 0.13 0.072 ( 0.373) 0.059 0.013
217 18.08 0.13 0.072 ( 0.372) 0.059 0.013
218 18.17 0.13 0.072 ( 0.370) 0.059 0.013
219 18.25 0.13 0.072 ( 0.368) 0.059 0.013
220 18.33 0.13 0.072 ( 0.366) 0.059 0.013
221 18.42 0.13 0.072 ( 0.364) 0.059 0.013
222 18.50 0.13 0.072 ( 0.363) 0.059 0.013
223 18.58 0.10 0.054 ( 0.361) 0.044 0.010
224 18.67 0.10 0.054 ( 0.359) 0.044 0.010
225 18.75 0.10 0.054 ( 0.357) 0.044 0.010
226 18.83 0.07 0.036 ( 0.356) 0.029 0.006
227 18.92 0.07 0.036 ( 0.354) 0.029 0.006
228 19.00 0.07 0.036 ( 0.352) 0.029 0.006
229 19.08 0.10 0.054 ( 0.351) 0.044 0.010
230 19.17 0.10 0.054 ( 0.349) 0.044 0.010
231 19.25 0.10 0.054 ( 0.347) 0.044 0.010
232 19.33 0.13 0.072 ( 0.346) 0.059 0.013
233 19.42 0.13 0.072 ( 0.344) 0.059 0.013
234 19.50 0.13 0.072 ( 0.343) 0.059 0.013
235 19.58 0.10 0.054 ( 0.341) 0.044 0.010
236 19.67 0.10 0.054 ( 0.339) 0.044 0.010
237 19.75 0.10 0.054 ( 0.338) 0.044 0.010
238 19.83 0.07 0.036 ( 0.336) 0.029 0.006
239 19.92 0.07 0.036 ( 0.335) 0.029 0.006
240 20.00 0.07 0.036 ( 0.333) 0.029 0.006
241 20.08 0.10 0.054 ( 0.332) 0.044 0.010
242 20.17 0.10 0.054 ( 0.330) 0.044 0.010
243 20.25 0.10 0.054 ( 0.329) 0.044 0.010
244 20.33 0.10 0.054 ( 0.328) 0.044 0.010
245 20.42 0.10 0.054 ( 0.326) 0.044 0.010
246 20.50 0.10 0.054 ( 0.325) 0.044 0.010
247 20.58 0.10 0.054 ( 0.323) 0.044 0.010
248 20.67 0.10 0.054 ( 0.322) 0.044 0.010
249 20.75 0.10 0.054 ( 0.321) 0.044 0.010
250 20.83 0.07 0.036 ( 0.319) 0.029 0.006
251 20.92 0.07 0.036 ( 0.318) 0.029 0.006
252 21.00 0.07 0.036 ( 0.317) 0.029 0.006
253 21.08 0.10 0.054 ( 0.316) 0.044 0.010
254 21.17 0.10 0.054 ( 0.314) 0.044 0.010
255 21.25 0.10 0.054 ( 0.313) 0.044 0.010
256 21.33 0.07 0.036 ( 0.312) 0.029 0.006
257 21.42 0.07 0.036 ( 0.311) 0.029 0.006
258 21.50 0.07 0.036 ( 0.310) 0.029 0.006
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 548 of 1555 259 21.58 0.10 0.054 ( 0.308) 0.044 0.010
260 21.67 0.10 0.054 ( 0.307) 0.044 0.010
261 21.75 0.10 0.054 ( 0.306) 0.044 0.010
262 21.83 0.07 0.036 ( 0.305) 0.029 0.006
263 21.92 0.07 0.036 ( 0.304) 0.029 0.006
264 22.00 0.07 0.036 ( 0.303) 0.029 0.006
265 22.08 0.10 0.054 ( 0.302) 0.044 0.010
266 22.17 0.10 0.054 ( 0.301) 0.044 0.010
267 22.25 0.10 0.054 ( 0.300) 0.044 0.010
268 22.33 0.07 0.036 ( 0.299) 0.029 0.006
269 22.42 0.07 0.036 ( 0.298) 0.029 0.006
270 22.50 0.07 0.036 ( 0.297) 0.029 0.006
271 22.58 0.07 0.036 ( 0.297) 0.029 0.006
272 22.67 0.07 0.036 ( 0.296) 0.029 0.006
273 22.75 0.07 0.036 ( 0.295) 0.029 0.006
274 22.83 0.07 0.036 ( 0.294) 0.029 0.006
275 22.92 0.07 0.036 ( 0.293) 0.029 0.006
276 23.00 0.07 0.036 ( 0.293) 0.029 0.006
277 23.08 0.07 0.036 ( 0.292) 0.029 0.006
278 23.17 0.07 0.036 ( 0.291) 0.029 0.006
279 23.25 0.07 0.036 ( 0.291) 0.029 0.006
280 23.33 0.07 0.036 ( 0.290) 0.029 0.006
281 23.42 0.07 0.036 ( 0.290) 0.029 0.006
282 23.50 0.07 0.036 ( 0.289) 0.029 0.006
283 23.58 0.07 0.036 ( 0.289) 0.029 0.006
284 23.67 0.07 0.036 ( 0.288) 0.029 0.006
285 23.75 0.07 0.036 ( 0.288) 0.029 0.006
286 23.83 0.07 0.036 ( 0.287) 0.029 0.006
287 23.92 0.07 0.036 ( 0.287) 0.029 0.006
288 24.00 0.07 0.036 ( 0.287) 0.029 0.006
(Loss Rate Not Used)
Sum = 100.0 Sum = 9.7
Flood volume = Effective rainfall 0.81(In)
times area 0.3(Ac.)/[(In)/(Ft.)] = 0.0(Ac.Ft)
Total soil loss = 3.68(In)
Total soil loss = 0.080(Ac.Ft)
Total rainfall = 4.49(In)
Flood volume = 764.4 Cubic Feet
Total soil loss = 3473.2 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 0.031(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0
----------------------------------------------------------------------- 0+ 5 0.0000 0.00 Q | | | |
0+10 0.0000 0.00 Q | | | |
0+15 0.0000 0.00 Q | | | |
0+20 0.0001 0.00 Q | | | |
0+25 0.0001 0.00 Q | | | |
0+30 0.0001 0.00 Q | | | |
0+35 0.0001 0.00 Q | | | |
0+40 0.0001 0.00 Q | | | |
0+45 0.0001 0.00 Q | | | |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 549 of 1555 0+50 0.0002 0.00 Q | | | |
0+55 0.0002 0.00 Q | | | |
1+ 0 0.0002 0.00 Q | | | |
1+ 5 0.0002 0.00 Q | | | |
1+10 0.0002 0.00 Q | | | |
1+15 0.0003 0.00 Q | | | |
1+20 0.0003 0.00 Q | | | |
1+25 0.0003 0.00 Q | | | |
1+30 0.0003 0.00 Q | | | |
1+35 0.0003 0.00 Q | | | |
1+40 0.0004 0.00 Q | | | |
1+45 0.0004 0.00 Q | | | |
1+50 0.0004 0.00 Q | | | |
1+55 0.0004 0.00 Q | | | |
2+ 0 0.0004 0.00 Q | | | |
2+ 5 0.0005 0.00 QV | | | |
2+10 0.0005 0.00 QV | | | |
2+15 0.0005 0.00 QV | | | |
2+20 0.0005 0.00 QV | | | |
2+25 0.0006 0.00 QV | | | |
2+30 0.0006 0.00 QV | | | |
2+35 0.0006 0.00 QV | | | |
2+40 0.0006 0.00 QV | | | |
2+45 0.0007 0.00 QV | | | |
2+50 0.0007 0.00 QV | | | |
2+55 0.0007 0.00 QV | | | |
3+ 0 0.0008 0.00 QV | | | |
3+ 5 0.0008 0.00 QV | | | |
3+10 0.0008 0.00 QV | | | |
3+15 0.0008 0.00 QV | | | |
3+20 0.0009 0.00 QV | | | |
3+25 0.0009 0.00 Q V | | | |
3+30 0.0009 0.00 Q V | | | |
3+35 0.0010 0.00 Q V | | | |
3+40 0.0010 0.00 Q V | | | |
3+45 0.0010 0.00 Q V | | | |
3+50 0.0011 0.01 Q V | | | |
3+55 0.0011 0.01 Q V | | | |
4+ 0 0.0011 0.01 Q V | | | |
4+ 5 0.0012 0.01 Q V | | | |
4+10 0.0012 0.01 Q V | | | |
4+15 0.0012 0.01 Q V | | | |
4+20 0.0013 0.01 Q V | | | |
4+25 0.0013 0.01 Q V | | | |
4+30 0.0013 0.01 Q V | | | |
4+35 0.0014 0.01 Q V | | | |
4+40 0.0014 0.01 Q V | | | |
4+45 0.0015 0.01 Q V | | | |
4+50 0.0015 0.01 Q V | | | |
4+55 0.0016 0.01 Q V | | | |
5+ 0 0.0016 0.01 Q V | | | |
5+ 5 0.0016 0.01 Q V | | | |
5+10 0.0017 0.01 Q V | | | |
5+15 0.0017 0.01 Q V | | | |
5+20 0.0018 0.01 Q V | | | |
5+25 0.0018 0.01 Q V | | | |
5+30 0.0018 0.01 Q V | | | |
5+35 0.0019 0.01 Q V | | | |
5+40 0.0019 0.01 Q V | | | |
5+45 0.0020 0.01 Q V | | | |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 550 of 1555 5+50 0.0020 0.01 Q V | | | |
5+55 0.0021 0.01 Q V | | | |
6+ 0 0.0021 0.01 Q V | | | |
6+ 5 0.0022 0.01 Q V | | | |
6+10 0.0022 0.01 Q V | | | |
6+15 0.0023 0.01 Q V | | | |
6+20 0.0023 0.01 Q V | | | |
6+25 0.0024 0.01 Q V | | | |
6+30 0.0024 0.01 Q V | | | |
6+35 0.0025 0.01 Q V | | | |
6+40 0.0026 0.01 Q V | | | |
6+45 0.0026 0.01 Q V | | | |
6+50 0.0027 0.01 Q V | | | |
6+55 0.0027 0.01 Q V | | | |
7+ 0 0.0028 0.01 Q V | | | |
7+ 5 0.0028 0.01 Q V | | | |
7+10 0.0029 0.01 Q V | | | |
7+15 0.0030 0.01 Q V | | | |
7+20 0.0030 0.01 Q V | | | |
7+25 0.0031 0.01 Q V | | | |
7+30 0.0032 0.01 Q V | | | |
7+35 0.0032 0.01 Q V | | | |
7+40 0.0033 0.01 Q V | | | |
7+45 0.0034 0.01 Q V | | | |
7+50 0.0034 0.01 Q V | | | |
7+55 0.0035 0.01 Q V | | | |
8+ 0 0.0036 0.01 Q V | | | |
8+ 5 0.0037 0.01 Q V | | | |
8+10 0.0038 0.01 Q V | | | |
8+15 0.0039 0.01 Q V | | | |
8+20 0.0039 0.01 Q V | | | |
8+25 0.0040 0.01 Q V| | | |
8+30 0.0041 0.01 Q V| | | |
8+35 0.0042 0.01 Q V| | | |
8+40 0.0043 0.01 Q V| | | |
8+45 0.0044 0.01 Q V | | |
8+50 0.0045 0.01 Q V | | |
8+55 0.0046 0.01 Q V | | |
9+ 0 0.0047 0.01 Q V | | |
9+ 5 0.0048 0.02 Q V | | |
9+10 0.0049 0.02 Q |V | | |
9+15 0.0050 0.02 Q |V | | |
9+20 0.0051 0.02 Q |V | | |
9+25 0.0053 0.02 Q |V | | |
9+30 0.0054 0.02 Q | V | | |
9+35 0.0055 0.02 Q | V | | |
9+40 0.0056 0.02 Q | V | | |
9+45 0.0057 0.02 Q | V | | |
9+50 0.0059 0.02 Q | V | | |
9+55 0.0060 0.02 Q | V | | |
10+ 0 0.0061 0.02 Q | V | | |
10+ 5 0.0062 0.01 Q | V | | |
10+10 0.0063 0.01 Q | V | | |
10+15 0.0064 0.01 Q | V | | |
10+20 0.0065 0.01 Q | V | | |
10+25 0.0066 0.01 Q | V | | |
10+30 0.0067 0.01 Q | V | | |
10+35 0.0068 0.02 Q | V | | |
10+40 0.0069 0.02 Q | V | | |
10+45 0.0070 0.02 Q | V | | |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 551 of 1555 10+50 0.0071 0.02 Q | V | | |
10+55 0.0072 0.02 Q | V | | |
11+ 0 0.0074 0.02 Q | V | | |
11+ 5 0.0075 0.02 Q | V | | |
11+10 0.0076 0.02 Q | V | | |
11+15 0.0077 0.02 Q | V | | |
11+20 0.0078 0.02 Q | V | | |
11+25 0.0079 0.02 Q | V | | |
11+30 0.0080 0.02 Q | V | | |
11+35 0.0081 0.01 Q | V | | |
11+40 0.0082 0.01 Q | V | | |
11+45 0.0083 0.01 Q | V | | |
11+50 0.0084 0.02 Q | V| | |
11+55 0.0085 0.02 Q | V| | |
12+ 0 0.0086 0.02 Q | V| | |
12+ 5 0.0088 0.02 Q | V | |
12+10 0.0089 0.02 Q | V | |
12+15 0.0091 0.02 Q | V | |
12+20 0.0092 0.02 Q | |V | |
12+25 0.0094 0.02 Q | |V | |
12+30 0.0095 0.02 Q | |V | |
12+35 0.0097 0.02 Q | | V | |
12+40 0.0099 0.02 Q | | V | |
12+45 0.0100 0.02 Q | | V | |
12+50 0.0102 0.02 Q | | V | |
12+55 0.0104 0.02 Q | | V | |
13+ 0 0.0105 0.02 Q | | V | |
13+ 5 0.0107 0.03 Q | | V | |
13+10 0.0109 0.03 Q | | V | |
13+15 0.0111 0.03 Q | | V | |
13+20 0.0113 0.03 Q | | V | |
13+25 0.0115 0.03 Q | | V | |
13+30 0.0118 0.03 Q | | V | |
13+35 0.0119 0.02 Q | | V | |
13+40 0.0120 0.02 Q | | V | |
13+45 0.0122 0.02 Q | | V | |
13+50 0.0123 0.02 Q | | V | |
13+55 0.0124 0.02 Q | | V | |
14+ 0 0.0126 0.02 Q | | V | |
14+ 5 0.0127 0.02 Q | | V | |
14+10 0.0129 0.02 Q | | V| |
14+15 0.0130 0.02 Q | | V| |
14+20 0.0132 0.02 Q | | V |
14+25 0.0133 0.02 Q | | V |
14+30 0.0135 0.02 Q | | V |
14+35 0.0136 0.02 Q | | |V |
14+40 0.0138 0.02 Q | | |V |
14+45 0.0139 0.02 Q | | |V |
14+50 0.0141 0.02 Q | | | V |
14+55 0.0142 0.02 Q | | | V |
15+ 0 0.0144 0.02 Q | | | V |
15+ 5 0.0145 0.02 Q | | | V |
15+10 0.0147 0.02 Q | | | V |
15+15 0.0148 0.02 Q | | | V |
15+20 0.0149 0.02 Q | | | V |
15+25 0.0151 0.02 Q | | | V |
15+30 0.0152 0.02 Q | | | V |
15+35 0.0153 0.02 Q | | | V |
15+40 0.0154 0.02 Q | | | V |
15+45 0.0155 0.02 Q | | | V |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 552 of 1555 15+50 0.0156 0.02 Q | | | V |
15+55 0.0158 0.02 Q | | | V |
16+ 0 0.0159 0.02 Q | | | V |
16+ 5 0.0159 0.00 Q | | | V |
16+10 0.0159 0.00 Q | | | V |
16+15 0.0159 0.00 Q | | | V |
16+20 0.0160 0.00 Q | | | V |
16+25 0.0160 0.00 Q | | | V |
16+30 0.0160 0.00 Q | | | V |
16+35 0.0160 0.00 Q | | | V |
16+40 0.0160 0.00 Q | | | V |
16+45 0.0161 0.00 Q | | | V |
16+50 0.0161 0.00 Q | | | V |
16+55 0.0161 0.00 Q | | | V |
17+ 0 0.0161 0.00 Q | | | V |
17+ 5 0.0161 0.00 Q | | | V |
17+10 0.0162 0.00 Q | | | V |
17+15 0.0162 0.00 Q | | | V |
17+20 0.0162 0.00 Q | | | V |
17+25 0.0163 0.00 Q | | | V |
17+30 0.0163 0.00 Q | | | V |
17+35 0.0163 0.00 Q | | | V |
17+40 0.0163 0.00 Q | | | V |
17+45 0.0164 0.00 Q | | | V |
17+50 0.0164 0.00 Q | | | V |
17+55 0.0164 0.00 Q | | | V |
18+ 0 0.0164 0.00 Q | | | V |
18+ 5 0.0165 0.00 Q | | | V |
18+10 0.0165 0.00 Q | | | V |
18+15 0.0165 0.00 Q | | | V |
18+20 0.0165 0.00 Q | | | V |
18+25 0.0166 0.00 Q | | | V |
18+30 0.0166 0.00 Q | | | V |
18+35 0.0166 0.00 Q | | | V |
18+40 0.0166 0.00 Q | | | V |
18+45 0.0166 0.00 Q | | | V |
18+50 0.0167 0.00 Q | | | V |
18+55 0.0167 0.00 Q | | | V |
19+ 0 0.0167 0.00 Q | | | V |
19+ 5 0.0167 0.00 Q | | | V |
19+10 0.0167 0.00 Q | | | V |
19+15 0.0167 0.00 Q | | | V |
19+20 0.0167 0.00 Q | | | V |
19+25 0.0168 0.00 Q | | | V |
19+30 0.0168 0.00 Q | | | V |
19+35 0.0168 0.00 Q | | | V |
19+40 0.0168 0.00 Q | | | V |
19+45 0.0168 0.00 Q | | | V |
19+50 0.0169 0.00 Q | | | V |
19+55 0.0169 0.00 Q | | | V |
20+ 0 0.0169 0.00 Q | | | V |
20+ 5 0.0169 0.00 Q | | | V |
20+10 0.0169 0.00 Q | | | V |
20+15 0.0169 0.00 Q | | | V |
20+20 0.0170 0.00 Q | | | V |
20+25 0.0170 0.00 Q | | | V |
20+30 0.0170 0.00 Q | | | V |
20+35 0.0170 0.00 Q | | | V |
20+40 0.0170 0.00 Q | | | V |
20+45 0.0170 0.00 Q | | | V |
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 553 of 1555 20+50 0.0171 0.00 Q | | | V |
20+55 0.0171 0.00 Q | | | V |
21+ 0 0.0171 0.00 Q | | | V |
21+ 5 0.0171 0.00 Q | | | V |
21+10 0.0171 0.00 Q | | | V|
21+15 0.0171 0.00 Q | | | V|
21+20 0.0171 0.00 Q | | | V|
21+25 0.0172 0.00 Q | | | V|
21+30 0.0172 0.00 Q | | | V|
21+35 0.0172 0.00 Q | | | V|
21+40 0.0172 0.00 Q | | | V|
21+45 0.0172 0.00 Q | | | V|
21+50 0.0172 0.00 Q | | | V|
21+55 0.0172 0.00 Q | | | V|
22+ 0 0.0173 0.00 Q | | | V|
22+ 5 0.0173 0.00 Q | | | V|
22+10 0.0173 0.00 Q | | | V|
22+15 0.0173 0.00 Q | | | V|
22+20 0.0173 0.00 Q | | | V|
22+25 0.0173 0.00 Q | | | V|
22+30 0.0173 0.00 Q | | | V|
22+35 0.0174 0.00 Q | | | V|
22+40 0.0174 0.00 Q | | | V|
22+45 0.0174 0.00 Q | | | V|
22+50 0.0174 0.00 Q | | | V|
22+55 0.0174 0.00 Q | | | V|
23+ 0 0.0174 0.00 Q | | | V|
23+ 5 0.0174 0.00 Q | | | V|
23+10 0.0174 0.00 Q | | | V|
23+15 0.0174 0.00 Q | | | V|
23+20 0.0175 0.00 Q | | | V|
23+25 0.0175 0.00 Q | | | V|
23+30 0.0175 0.00 Q | | | V|
23+35 0.0175 0.00 Q | | | V|
23+40 0.0175 0.00 Q | | | V|
23+45 0.0175 0.00 Q | | | V|
23+50 0.0175 0.00 Q | | | V|
23+55 0.0175 0.00 Q | | | V|
24+ 0 0.0175 0.00 Q | | | V
-----------------------------------------------------------------------
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 554 of 1555
APPENDIX D
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 555 of 1555
BASIN ROUTING CALCULATIONS
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 556 of 1555
UNDERGROUND BASIN VOLUME CALCULATION
UNDERGROUND BASIN NO. 1 & 2
365.5 0.00 0 0 0 0.000 0.000
365.5 1.00 0 146 146 0.003 0.003
365.5 6.50 927 433 1,360 0.031 0.035
365.5 7.50 0 146 146 0.003 0.038
Volume Calculations for Perforated Pipe
Perforated Pipe Diameter = 5.5 FT
Total Pipe Length = 39 FT
Total Volume = 927 CU-FT
Q (Infiltration Flow Rate) = 0.004 CFS
Caculation Notes:
* Volume in Gravel Media =( ( Basin Surface Area X Gravel Depth) - Volume in Perforated Pipe) X 0.40 Gravel Void Underground Volume
Provided (AC-FT)
Total Underground
Volume Provided
(AC-FT)
BASIN VOLUME CALCULATIONS Volume within Perforated
Pipe (CU-FT)
Volume Within Gravel
Media (CU-FT) *
Underground Basin
Volume Provided
Basin Surface Area (SQ-FT) Gravel Depth (FT) (CU-FT)
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 557 of 1555
FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2005
Study date: 06/12/23
--------------------------------------------------------------------- AREA A
100-YR STORM
24-HR
-------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: AREAA.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 288
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 0.039 (CFS)
Total volume = 0.024 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 11.000 to Point/Station 11.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth-outflow-storage data
-------------------------------------------------------------------- Total number of inflow hydrograph intervals = 288
Hydrograph time unit = 5.000 (Min.)
Initial depth in storage basin = 0.00(Ft.)
-------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.)
Initial basin storage = 0.00 (Ac.Ft)
Initial basin outflow = 0.00 (CFS)
--------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data:
Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2)
(Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
---------------------------------------------------------------------
0.000 0.000 0.000 0.000 0.000
1.000 0.003 0.004 0.003 0.003
6.500 0.035 0.004 0.035 0.035
7.500 0.038 0.004 0.038 0.038
-------------------------------------------------------------------- Hydrograph Detention Basin Routing
--------------------------------------------------------------------- Graph values: 'I'= unit inflow; 'O'=outflow at time shown
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 558 of 1555 --------------------------------------------------------------------- Time Inflow Outflow Storage Depth
(Hours) (CFS) (CFS) (Ac.Ft) .0 0.0 0.02 0.03 0.04 (Ft.)
0.083 0.00 0.00 0.000 OI | | | | 0.00
0.167 0.00 0.00 0.000 OI | | | | 0.01
0.250 0.00 0.00 0.000 OI | | | | 0.01
0.333 0.00 0.00 0.000 O I | | | | 0.02
0.417 0.00 0.00 0.000 O I | | | | 0.03
0.500 0.00 0.00 0.000 O I | | | | 0.03
0.583 0.00 0.00 0.000 O I | | | | 0.04
0.667 0.00 0.00 0.000 O I | | | | 0.05
0.750 0.00 0.00 0.000 O I | | | | 0.06
0.833 0.00 0.00 0.000 O I | | | | 0.07
0.917 0.00 0.00 0.000 O I | | | | 0.08
1.000 0.00 0.00 0.000 O I | | | | 0.09
1.083 0.00 0.00 0.000 O I | | | | 0.09
1.167 0.00 0.00 0.000 O I | | | | 0.10
1.250 0.00 0.00 0.000 O I | | | | 0.11
1.333 0.00 0.00 0.000 O I | | | | 0.11
1.417 0.00 0.00 0.000 O I | | | | 0.12
1.500 0.00 0.00 0.000 O I | | | | 0.13
1.583 0.00 0.00 0.000 O I | | | | 0.13
1.667 0.00 0.00 0.000 O I | | | | 0.14
1.750 0.00 0.00 0.000 O I | | | | 0.15
1.833 0.00 0.00 0.000 O I | | | | 0.16
1.917 0.00 0.00 0.000 O I | | | | 0.16
2.000 0.00 0.00 0.001 O I | | | | 0.17
2.083 0.00 0.00 0.001 O I | | | | 0.18
2.167 0.00 0.00 0.001 O I | | | | 0.19
2.250 0.00 0.00 0.001 O I | | | | 0.20
2.333 0.00 0.00 0.001 O I | | | | 0.21
2.417 0.00 0.00 0.001 O I | | | | 0.22
2.500 0.00 0.00 0.001 O I | | | | 0.22
2.583 0.01 0.00 0.001 O I | | | | 0.23
2.667 0.01 0.00 0.001 O I | | | | 0.25
2.750 0.01 0.00 0.001 O I | | | | 0.26
2.833 0.01 0.00 0.001 O I | | | | 0.27
2.917 0.01 0.00 0.001 O I | | | | 0.28
3.000 0.01 0.00 0.001 O I | | | | 0.29
3.083 0.01 0.00 0.001 O I | | | | 0.30
3.167 0.01 0.00 0.001 |O I | | | | 0.31
3.250 0.01 0.00 0.001 |O I | | | | 0.32
3.333 0.01 0.00 0.001 |O I | | | | 0.33
3.417 0.01 0.00 0.001 |O I | | | | 0.34
3.500 0.01 0.00 0.001 |O I | | | | 0.35
3.583 0.01 0.00 0.001 |O I | | | | 0.36
3.667 0.01 0.00 0.001 |O I | | | | 0.37
3.750 0.01 0.00 0.001 |O I | | | | 0.38
3.833 0.01 0.00 0.001 |O I | | | | 0.39
3.917 0.01 0.00 0.001 |O I | | | | 0.40
4.000 0.01 0.00 0.001 |O I | | | | 0.41
4.083 0.01 0.00 0.001 |O I | | | | 0.43
4.167 0.01 0.00 0.001 |O I | | | | 0.44
4.250 0.01 0.00 0.001 |O I | | | | 0.45
4.333 0.01 0.00 0.001 |O I | | | | 0.46
4.417 0.01 0.00 0.001 |O I | | | | 0.48
4.500 0.01 0.00 0.001 |O I | | | | 0.49
4.583 0.01 0.00 0.002 |O I | | | | 0.50
4.667 0.01 0.00 0.002 |O I | | | | 0.52
4.750 0.01 0.00 0.002 |O I | | | | 0.53
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 559 of 1555
4.833 0.01 0.00 0.002 |O I| | | | 0.55
4.917 0.01 0.00 0.002 |O I| | | | 0.56
5.000 0.01 0.00 0.002 |O I| | | | 0.58
5.083 0.01 0.00 0.002 |O I | | | | 0.59
5.167 0.01 0.00 0.002 |O I | | | | 0.60
5.250 0.01 0.00 0.002 | O I | | | | 0.61
5.333 0.01 0.00 0.002 | O I | | | | 0.62
5.417 0.01 0.00 0.002 | O I | | | | 0.63
5.500 0.01 0.00 0.002 | O I | | | | 0.65
5.583 0.01 0.00 0.002 | O I| | | | 0.66
5.667 0.01 0.00 0.002 | O I| | | | 0.67
5.750 0.01 0.00 0.002 | O I| | | | 0.69
5.833 0.01 0.00 0.002 | O I| | | | 0.70
5.917 0.01 0.00 0.002 | O I| | | | 0.72
6.000 0.01 0.00 0.002 | O I| | | | 0.73
6.083 0.01 0.00 0.002 | O I | | | 0.75
6.167 0.01 0.00 0.002 | O I | | | 0.76
6.250 0.01 0.00 0.002 | O I | | | 0.78
6.333 0.01 0.00 0.002 | O I | | | 0.80
6.417 0.01 0.00 0.002 | O I | | | 0.81
6.500 0.01 0.00 0.002 | O I | | | 0.83
6.583 0.01 0.00 0.003 | O |I | | | 0.85
6.667 0.01 0.00 0.003 | O |I | | | 0.87
6.750 0.01 0.00 0.003 | O |I | | | 0.88
6.833 0.01 0.00 0.003 | O |I | | | 0.90
6.917 0.01 0.00 0.003 | O |I | | | 0.92
7.000 0.01 0.00 0.003 | O |I | | | 0.94
7.083 0.01 0.00 0.003 | O |I | | | 0.95
7.167 0.01 0.00 0.003 | O |I | | | 0.97
7.250 0.01 0.00 0.003 | O |I | | | 0.99
7.333 0.01 0.00 0.003 | O | I | | | 1.00
7.417 0.01 0.00 0.003 | O | I | | | 1.01
7.500 0.01 0.00 0.003 | O | I | | | 1.02
7.583 0.01 0.00 0.003 | O | I | | | 1.03
7.667 0.01 0.00 0.003 | O | I | | | 1.05
7.750 0.01 0.00 0.003 | O | I | | | 1.06
7.833 0.01 0.00 0.003 | O | I | | | 1.07
7.917 0.01 0.00 0.003 | O | I | | | 1.08
8.000 0.01 0.00 0.004 | O | I | | | 1.10
8.083 0.02 0.00 0.004 | O | I | | | 1.11
8.167 0.02 0.00 0.004 | O | I | | | 1.13
8.250 0.02 0.00 0.004 | O | I | | | 1.14
8.333 0.02 0.00 0.004 | O | I | | | 1.16
8.417 0.02 0.00 0.004 | O | I | | | 1.17
8.500 0.02 0.00 0.004 | O | I | | | 1.19
8.583 0.02 0.00 0.004 | O | I| | | 1.20
8.667 0.02 0.00 0.004 | O | I| | | 1.22
8.750 0.02 0.00 0.004 | O | I| | | 1.24
8.833 0.02 0.00 0.004 | O | I | | 1.25
8.917 0.02 0.00 0.005 | O | I | | 1.27
9.000 0.02 0.00 0.005 | O | I | | 1.29
9.083 0.02 0.00 0.005 | O | |I | | 1.31
9.167 0.02 0.00 0.005 | O | |I | | 1.33
9.250 0.02 0.00 0.005 | O | |I | | 1.35
9.333 0.02 0.00 0.005 | O | | I | | 1.37
9.417 0.02 0.00 0.005 | O | | I | | 1.40
9.500 0.02 0.00 0.005 | O | | I | | 1.42
9.583 0.02 0.00 0.006 | O | | I | | 1.44
9.667 0.02 0.00 0.006 | O | | I | | 1.47
9.750 0.02 0.00 0.006 | O | | I | | 1.49
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 560 of 1555
9.833 0.03 0.00 0.006 | O | | I | | 1.51
9.917 0.03 0.00 0.006 | O | | I | | 1.54
10.000 0.03 0.00 0.006 | O | | I | | 1.56
10.083 0.02 0.00 0.006 | O | I | | | 1.58
10.167 0.02 0.00 0.006 | O | I | | | 1.60
10.250 0.02 0.00 0.007 | O | I | | | 1.61
10.333 0.02 0.00 0.007 | O | I | | | 1.63
10.417 0.02 0.00 0.007 | O | I | | | 1.65
10.500 0.02 0.00 0.007 | O | I | | | 1.66
10.583 0.02 0.00 0.007 | O | | I | | 1.68
10.667 0.02 0.00 0.007 | O | | I | | 1.70
10.750 0.02 0.00 0.007 | O | | I | | 1.72
10.833 0.02 0.00 0.007 | O | | I | | 1.75
10.917 0.02 0.00 0.007 | O | | I | | 1.77
11.000 0.02 0.00 0.008 | O | | I | | 1.79
11.083 0.02 0.00 0.008 | O | |I | | 1.81
11.167 0.02 0.00 0.008 | O | |I | | 1.83
11.250 0.02 0.00 0.008 | O | |I | | 1.85
11.333 0.02 0.00 0.008 | O | |I | | 1.88
11.417 0.02 0.00 0.008 | O | |I | | 1.90
11.500 0.02 0.00 0.008 | O | |I | | 1.92
11.583 0.02 0.00 0.008 | O | I | | 1.94
11.667 0.02 0.00 0.009 | O | I | | 1.96
11.750 0.02 0.00 0.009 | O | I | | 1.97
11.833 0.02 0.00 0.009 | O | I | | 1.99
11.917 0.02 0.00 0.009 | O | I | | 2.01
12.000 0.02 0.00 0.009 | O | I | | 2.03
12.083 0.03 0.00 0.009 | O | | I| | 2.06
12.167 0.03 0.00 0.009 | O | | I| | 2.09
12.250 0.03 0.00 0.009 | O | | I| | 2.11
12.333 0.03 0.00 0.010 | O | | I | 2.14
12.417 0.03 0.00 0.010 | O | | I | 2.17
12.500 0.03 0.00 0.010 | O | | I | 2.20
12.583 0.03 0.00 0.010 | O | | | I | 2.24
12.667 0.03 0.00 0.010 | O | | | I | 2.27
12.750 0.03 0.00 0.011 | O | | | I | 2.30
12.833 0.03 0.00 0.011 | O | | | I | 2.34
12.917 0.03 0.00 0.011 | O | | | I | 2.37
13.000 0.03 0.00 0.011 | O | | | I | 2.41
13.083 0.04 0.00 0.011 | O | | | I 2.44
13.167 0.04 0.00 0.012 | O | | | I 2.48
13.250 0.04 0.00 0.012 | O | | | I 2.53
13.333 0.04 0.00 0.012 | O | | | I 2.57
13.417 0.04 0.00 0.012 | O | | | I 2.61
13.500 0.04 0.00 0.013 | O | | | I 2.65
13.583 0.03 0.00 0.013 | O | | I | | 2.68
13.667 0.03 0.00 0.013 | O | | I | | 2.71
13.750 0.03 0.00 0.013 | O | | I | | 2.74
13.833 0.03 0.00 0.013 | O | | I | | 2.76
13.917 0.03 0.00 0.013 | O | | I | | 2.79
14.000 0.03 0.00 0.014 | O | | I | | 2.81
14.083 0.03 0.00 0.014 | O | | |I | 2.84
14.167 0.03 0.00 0.014 | O | | |I | 2.88
14.250 0.03 0.00 0.014 | O | | |I | 2.91
14.333 0.03 0.00 0.014 | O | | I | 2.94
14.417 0.03 0.00 0.014 | O | | I | 2.97
14.500 0.03 0.00 0.015 | O | | I | 3.00
14.583 0.03 0.00 0.015 | O | | I | 3.03
14.667 0.03 0.00 0.015 | O | | I | 3.06
14.750 0.03 0.00 0.015 | O | | I | 3.09
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 561 of 1555
14.833 0.03 0.00 0.015 | O | | I| | 3.12
14.917 0.03 0.00 0.015 | O | | I| | 3.15
15.000 0.03 0.00 0.016 | O | | I| | 3.18
15.083 0.03 0.00 0.016 | O | | I | | 3.21
15.167 0.03 0.00 0.016 | O | | I | | 3.23
15.250 0.03 0.00 0.016 | O | | I | | 3.26
15.333 0.03 0.00 0.016 | O | | I | | 3.29
15.417 0.03 0.00 0.016 | O | | I | | 3.31
15.500 0.03 0.00 0.017 | O | | I | | 3.34
15.583 0.02 0.00 0.017 | O | |I | | 3.36
15.667 0.02 0.00 0.017 | O | |I | | 3.39
15.750 0.02 0.00 0.017 | O | |I | | 3.41
15.833 0.02 0.00 0.017 | O | |I | | 3.43
15.917 0.02 0.00 0.017 | O | |I | | 3.45
16.000 0.02 0.00 0.017 | O | |I | | 3.47
16.083 0.00 0.00 0.017 | O | | | | 3.48
16.167 0.00 0.00 0.017 | O | | | | 3.48
16.250 0.00 0.00 0.017 | O | | | | 3.48
16.333 0.00 0.00 0.017 | O | | | | 3.48
16.417 0.00 0.00 0.017 | O | | | | 3.48
16.500 0.00 0.00 0.017 | O | | | | 3.48
16.583 0.00 0.00 0.017 | IO | | | | 3.48
16.667 0.00 0.00 0.017 | IO | | | | 3.48
16.750 0.00 0.00 0.017 | IO | | | | 3.48
16.833 0.00 0.00 0.017 | IO | | | | 3.48
16.917 0.00 0.00 0.017 | IO | | | | 3.48
17.000 0.00 0.00 0.017 | IO | | | | 3.48
17.083 0.01 0.00 0.017 | OI | | | | 3.48
17.167 0.01 0.00 0.017 | OI | | | | 3.48
17.250 0.01 0.00 0.017 | OI | | | | 3.48
17.333 0.01 0.00 0.017 | OI | | | | 3.49
17.417 0.01 0.00 0.017 | OI | | | | 3.49
17.500 0.01 0.00 0.017 | OI | | | | 3.49
17.583 0.01 0.00 0.018 | OI | | | | 3.49
17.667 0.01 0.00 0.018 | OI | | | | 3.49
17.750 0.01 0.00 0.018 | OI | | | | 3.50
17.833 0.00 0.00 0.018 | O | | | | 3.50
17.917 0.00 0.00 0.018 | O | | | | 3.50
18.000 0.00 0.00 0.018 | O | | | | 3.50
18.083 0.00 0.00 0.018 | O | | | | 3.50
18.167 0.00 0.00 0.018 | O | | | | 3.50
18.250 0.00 0.00 0.018 | O | | | | 3.50
18.333 0.00 0.00 0.018 | O | | | | 3.50
18.417 0.00 0.00 0.018 | O | | | | 3.50
18.500 0.00 0.00 0.018 | O | | | | 3.50
18.583 0.00 0.00 0.018 | IO | | | | 3.50
18.667 0.00 0.00 0.018 | IO | | | | 3.50
18.750 0.00 0.00 0.018 | IO | | | | 3.50
18.833 0.00 0.00 0.018 |I O | | | | 3.50
18.917 0.00 0.00 0.018 |I O | | | | 3.50
19.000 0.00 0.00 0.018 |I O | | | | 3.50
19.083 0.00 0.00 0.018 | IO | | | | 3.50
19.167 0.00 0.00 0.018 | IO | | | | 3.49
19.250 0.00 0.00 0.018 | IO | | | | 3.49
19.333 0.00 0.00 0.018 | O | | | | 3.49
19.417 0.00 0.00 0.018 | O | | | | 3.49
19.500 0.00 0.00 0.018 | O | | | | 3.50
19.583 0.00 0.00 0.018 | IO | | | | 3.50
19.667 0.00 0.00 0.018 | IO | | | | 3.49
19.750 0.00 0.00 0.018 | IO | | | | 3.49
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 562 of 1555
19.833 0.00 0.00 0.018 |I O | | | | 3.49
19.917 0.00 0.00 0.017 |I O | | | | 3.49
20.000 0.00 0.00 0.017 |I O | | | | 3.49
20.083 0.00 0.00 0.017 | IO | | | | 3.49
20.167 0.00 0.00 0.017 | IO | | | | 3.49
20.250 0.00 0.00 0.017 | IO | | | | 3.49
20.333 0.00 0.00 0.017 | IO | | | | 3.48
20.417 0.00 0.00 0.017 | IO | | | | 3.48
20.500 0.00 0.00 0.017 | IO | | | | 3.48
20.583 0.00 0.00 0.017 | IO | | | | 3.48
20.667 0.00 0.00 0.017 | IO | | | | 3.48
20.750 0.00 0.00 0.017 | IO | | | | 3.48
20.833 0.00 0.00 0.017 |I O | | | | 3.48
20.917 0.00 0.00 0.017 |I O | | | | 3.48
21.000 0.00 0.00 0.017 |I O | | | | 3.48
21.083 0.00 0.00 0.017 | IO | | | | 3.47
21.167 0.00 0.00 0.017 | IO | | | | 3.47
21.250 0.00 0.00 0.017 | IO | | | | 3.47
21.333 0.00 0.00 0.017 |I O | | | | 3.47
21.417 0.00 0.00 0.017 |I O | | | | 3.47
21.500 0.00 0.00 0.017 |I O | | | | 3.47
21.583 0.00 0.00 0.017 | IO | | | | 3.47
21.667 0.00 0.00 0.017 | IO | | | | 3.47
21.750 0.00 0.00 0.017 | IO | | | | 3.47
21.833 0.00 0.00 0.017 |I O | | | | 3.46
21.917 0.00 0.00 0.017 |I O | | | | 3.46
22.000 0.00 0.00 0.017 |I O | | | | 3.46
22.083 0.00 0.00 0.017 | IO | | | | 3.46
22.167 0.00 0.00 0.017 | IO | | | | 3.46
22.250 0.00 0.00 0.017 | IO | | | | 3.46
22.333 0.00 0.00 0.017 |I O | | | | 3.46
22.417 0.00 0.00 0.017 |I O | | | | 3.45
22.500 0.00 0.00 0.017 |I O | | | | 3.45
22.583 0.00 0.00 0.017 |I O | | | | 3.45
22.667 0.00 0.00 0.017 |I O | | | | 3.45
22.750 0.00 0.00 0.017 |I O | | | | 3.45
22.833 0.00 0.00 0.017 |I O | | | | 3.44
22.917 0.00 0.00 0.017 |I O | | | | 3.44
23.000 0.00 0.00 0.017 |I O | | | | 3.44
23.083 0.00 0.00 0.017 |I O | | | | 3.44
23.167 0.00 0.00 0.017 |I O | | | | 3.44
23.250 0.00 0.00 0.017 |I O | | | | 3.43
23.333 0.00 0.00 0.017 |I O | | | | 3.43
23.417 0.00 0.00 0.017 |I O | | | | 3.43
23.500 0.00 0.00 0.017 |I O | | | | 3.43
23.583 0.00 0.00 0.017 |I O | | | | 3.43
23.667 0.00 0.00 0.017 |I O | | | | 3.42
23.750 0.00 0.00 0.017 |I O | | | | 3.42
23.833 0.00 0.00 0.017 |I O | | | | 3.42
23.917 0.00 0.00 0.017 |I O | | | | 3.42
24.000 0.00 0.00 0.017 |I O | | | | 3.41
24.083 0.00 0.00 0.017 I O | | | | 3.41
24.167 0.00 0.00 0.017 I O | | | | 3.41
24.250 0.00 0.00 0.017 I O | | | | 3.40
24.333 0.00 0.00 0.017 I O | | | | 3.40
24.417 0.00 0.00 0.017 I O | | | | 3.39
24.500 0.00 0.00 0.017 I O | | | | 3.39
24.583 0.00 0.00 0.017 I O | | | | 3.38
24.667 0.00 0.00 0.017 I O | | | | 3.38
24.750 0.00 0.00 0.017 I O | | | | 3.37
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 563 of 1555
24.833 0.00 0.00 0.017 I O | | | | 3.37
24.917 0.00 0.00 0.017 I O | | | | 3.36
25.000 0.00 0.00 0.017 I O | | | | 3.36
25.083 0.00 0.00 0.017 I O | | | | 3.35
25.167 0.00 0.00 0.017 I O | | | | 3.35
25.250 0.00 0.00 0.017 I O | | | | 3.35
25.333 0.00 0.00 0.017 I O | | | | 3.34
25.417 0.00 0.00 0.017 I O | | | | 3.34
25.500 0.00 0.00 0.017 I O | | | | 3.33
25.583 0.00 0.00 0.017 I O | | | | 3.33
25.667 0.00 0.00 0.017 I O | | | | 3.32
25.750 0.00 0.00 0.016 I O | | | | 3.32
25.833 0.00 0.00 0.016 I O | | | | 3.31
25.917 0.00 0.00 0.016 I O | | | | 3.31
26.000 0.00 0.00 0.016 I O | | | | 3.30
26.083 0.00 0.00 0.016 I O | | | | 3.30
26.167 0.00 0.00 0.016 I O | | | | 3.29
26.250 0.00 0.00 0.016 I O | | | | 3.29
26.333 0.00 0.00 0.016 I O | | | | 3.28
26.417 0.00 0.00 0.016 I O | | | | 3.28
26.500 0.00 0.00 0.016 I O | | | | 3.27
26.583 0.00 0.00 0.016 I O | | | | 3.27
26.667 0.00 0.00 0.016 I O | | | | 3.26
26.750 0.00 0.00 0.016 I O | | | | 3.26
26.833 0.00 0.00 0.016 I O | | | | 3.26
26.917 0.00 0.00 0.016 I O | | | | 3.25
27.000 0.00 0.00 0.016 I O | | | | 3.25
27.083 0.00 0.00 0.016 I O | | | | 3.24
27.167 0.00 0.00 0.016 I O | | | | 3.24
27.250 0.00 0.00 0.016 I O | | | | 3.23
27.333 0.00 0.00 0.016 I O | | | | 3.23
27.417 0.00 0.00 0.016 I O | | | | 3.22
27.500 0.00 0.00 0.016 I O | | | | 3.22
27.583 0.00 0.00 0.016 I O | | | | 3.21
27.667 0.00 0.00 0.016 I O | | | | 3.21
27.750 0.00 0.00 0.016 I O | | | | 3.20
27.833 0.00 0.00 0.016 I O | | | | 3.20
27.917 0.00 0.00 0.016 I O | | | | 3.19
28.000 0.00 0.00 0.016 I O | | | | 3.19
28.083 0.00 0.00 0.016 I O | | | | 3.18
28.167 0.00 0.00 0.016 I O | | | | 3.18
28.250 0.00 0.00 0.016 I O | | | | 3.17
28.333 0.00 0.00 0.016 I O | | | | 3.17
28.417 0.00 0.00 0.016 I O | | | | 3.17
28.500 0.00 0.00 0.016 I O | | | | 3.16
28.583 0.00 0.00 0.016 I O | | | | 3.16
28.667 0.00 0.00 0.016 I O | | | | 3.15
28.750 0.00 0.00 0.015 I O | | | | 3.15
28.833 0.00 0.00 0.015 I O | | | | 3.14
28.917 0.00 0.00 0.015 I O | | | | 3.14
29.000 0.00 0.00 0.015 I O | | | | 3.13
29.083 0.00 0.00 0.015 I O | | | | 3.13
29.167 0.00 0.00 0.015 I O | | | | 3.12
29.250 0.00 0.00 0.015 I O | | | | 3.12
29.333 0.00 0.00 0.015 I O | | | | 3.11
29.417 0.00 0.00 0.015 I O | | | | 3.11
29.500 0.00 0.00 0.015 I O | | | | 3.10
29.583 0.00 0.00 0.015 I O | | | | 3.10
29.667 0.00 0.00 0.015 I O | | | | 3.09
29.750 0.00 0.00 0.015 I O | | | | 3.09
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 564 of 1555
29.833 0.00 0.00 0.015 I O | | | | 3.08
29.917 0.00 0.00 0.015 I O | | | | 3.08
30.000 0.00 0.00 0.015 I O | | | | 3.08
30.083 0.00 0.00 0.015 I O | | | | 3.07
30.167 0.00 0.00 0.015 I O | | | | 3.07
30.250 0.00 0.00 0.015 I O | | | | 3.06
30.333 0.00 0.00 0.015 I O | | | | 3.06
30.417 0.00 0.00 0.015 I O | | | | 3.05
30.500 0.00 0.00 0.015 I O | | | | 3.05
30.583 0.00 0.00 0.015 I O | | | | 3.04
30.667 0.00 0.00 0.015 I O | | | | 3.04
30.750 0.00 0.00 0.015 I O | | | | 3.03
30.833 0.00 0.00 0.015 I O | | | | 3.03
30.917 0.00 0.00 0.015 I O | | | | 3.02
31.000 0.00 0.00 0.015 I O | | | | 3.02
31.083 0.00 0.00 0.015 I O | | | | 3.01
31.167 0.00 0.00 0.015 I O | | | | 3.01
31.250 0.00 0.00 0.015 I O | | | | 3.00
31.333 0.00 0.00 0.015 I O | | | | 3.00
31.417 0.00 0.00 0.015 I O | | | | 2.99
31.500 0.00 0.00 0.015 I O | | | | 2.99
31.583 0.00 0.00 0.015 I O | | | | 2.99
31.667 0.00 0.00 0.015 I O | | | | 2.98
31.750 0.00 0.00 0.014 I O | | | | 2.98
31.833 0.00 0.00 0.014 I O | | | | 2.97
31.917 0.00 0.00 0.014 I O | | | | 2.97
32.000 0.00 0.00 0.014 I O | | | | 2.96
32.083 0.00 0.00 0.014 I O | | | | 2.96
32.167 0.00 0.00 0.014 I O | | | | 2.95
32.250 0.00 0.00 0.014 I O | | | | 2.95
32.333 0.00 0.00 0.014 I O | | | | 2.94
32.417 0.00 0.00 0.014 I O | | | | 2.94
32.500 0.00 0.00 0.014 I O | | | | 2.93
32.583 0.00 0.00 0.014 I O | | | | 2.93
32.667 0.00 0.00 0.014 I O | | | | 2.92
32.750 0.00 0.00 0.014 I O | | | | 2.92
32.833 0.00 0.00 0.014 I O | | | | 2.91
32.917 0.00 0.00 0.014 I O | | | | 2.91
33.000 0.00 0.00 0.014 I O | | | | 2.90
33.083 0.00 0.00 0.014 I O | | | | 2.90
33.167 0.00 0.00 0.014 I O | | | | 2.90
33.250 0.00 0.00 0.014 I O | | | | 2.89
33.333 0.00 0.00 0.014 I O | | | | 2.89
33.417 0.00 0.00 0.014 I O | | | | 2.88
33.500 0.00 0.00 0.014 I O | | | | 2.88
33.583 0.00 0.00 0.014 I O | | | | 2.87
33.667 0.00 0.00 0.014 I O | | | | 2.87
33.750 0.00 0.00 0.014 I O | | | | 2.86
33.833 0.00 0.00 0.014 I O | | | | 2.86
33.917 0.00 0.00 0.014 I O | | | | 2.85
34.000 0.00 0.00 0.014 I O | | | | 2.85
34.083 0.00 0.00 0.014 I O | | | | 2.84
34.167 0.00 0.00 0.014 I O | | | | 2.84
34.250 0.00 0.00 0.014 I O | | | | 2.83
34.333 0.00 0.00 0.014 I O | | | | 2.83
34.417 0.00 0.00 0.014 I O | | | | 2.82
34.500 0.00 0.00 0.014 I O | | | | 2.82
34.583 0.00 0.00 0.014 I O | | | | 2.81
34.667 0.00 0.00 0.014 I O | | | | 2.81
34.750 0.00 0.00 0.014 I O | | | | 2.81
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 565 of 1555
34.833 0.00 0.00 0.013 I O | | | | 2.80
34.917 0.00 0.00 0.013 I O | | | | 2.80
35.000 0.00 0.00 0.013 I O | | | | 2.79
35.083 0.00 0.00 0.013 I O | | | | 2.79
35.167 0.00 0.00 0.013 I O | | | | 2.78
35.250 0.00 0.00 0.013 I O | | | | 2.78
35.333 0.00 0.00 0.013 I O | | | | 2.77
35.417 0.00 0.00 0.013 I O | | | | 2.77
35.500 0.00 0.00 0.013 I O | | | | 2.76
35.583 0.00 0.00 0.013 I O | | | | 2.76
35.667 0.00 0.00 0.013 I O | | | | 2.75
35.750 0.00 0.00 0.013 I O | | | | 2.75
35.833 0.00 0.00 0.013 I O | | | | 2.74
35.917 0.00 0.00 0.013 I O | | | | 2.74
36.000 0.00 0.00 0.013 I O | | | | 2.73
36.083 0.00 0.00 0.013 I O | | | | 2.73
36.167 0.00 0.00 0.013 I O | | | | 2.73
36.250 0.00 0.00 0.013 I O | | | | 2.72
36.333 0.00 0.00 0.013 I O | | | | 2.72
36.417 0.00 0.00 0.013 I O | | | | 2.71
36.500 0.00 0.00 0.013 I O | | | | 2.71
36.583 0.00 0.00 0.013 I O | | | | 2.70
36.667 0.00 0.00 0.013 I O | | | | 2.70
36.750 0.00 0.00 0.013 I O | | | | 2.69
36.833 0.00 0.00 0.013 I O | | | | 2.69
36.917 0.00 0.00 0.013 I O | | | | 2.68
37.000 0.00 0.00 0.013 I O | | | | 2.68
37.083 0.00 0.00 0.013 I O | | | | 2.67
37.167 0.00 0.00 0.013 I O | | | | 2.67
37.250 0.00 0.00 0.013 I O | | | | 2.66
37.333 0.00 0.00 0.013 I O | | | | 2.66
37.417 0.00 0.00 0.013 I O | | | | 2.65
37.500 0.00 0.00 0.013 I O | | | | 2.65
37.583 0.00 0.00 0.013 I O | | | | 2.64
37.667 0.00 0.00 0.013 I O | | | | 2.64
37.750 0.00 0.00 0.013 I O | | | | 2.64
37.833 0.00 0.00 0.012 I O | | | | 2.63
37.917 0.00 0.00 0.012 I O | | | | 2.63
38.000 0.00 0.00 0.012 I O | | | | 2.62
38.083 0.00 0.00 0.012 I O | | | | 2.62
38.167 0.00 0.00 0.012 I O | | | | 2.61
38.250 0.00 0.00 0.012 I O | | | | 2.61
38.333 0.00 0.00 0.012 I O | | | | 2.60
38.417 0.00 0.00 0.012 I O | | | | 2.60
38.500 0.00 0.00 0.012 I O | | | | 2.59
38.583 0.00 0.00 0.012 I O | | | | 2.59
38.667 0.00 0.00 0.012 I O | | | | 2.58
38.750 0.00 0.00 0.012 I O | | | | 2.58
38.833 0.00 0.00 0.012 I O | | | | 2.57
38.917 0.00 0.00 0.012 I O | | | | 2.57
39.000 0.00 0.00 0.012 I O | | | | 2.56
39.083 0.00 0.00 0.012 I O | | | | 2.56
39.167 0.00 0.00 0.012 I O | | | | 2.55
39.250 0.00 0.00 0.012 I O | | | | 2.55
39.333 0.00 0.00 0.012 I O | | | | 2.55
39.417 0.00 0.00 0.012 I O | | | | 2.54
39.500 0.00 0.00 0.012 I O | | | | 2.54
39.583 0.00 0.00 0.012 I O | | | | 2.53
39.667 0.00 0.00 0.012 I O | | | | 2.53
39.750 0.00 0.00 0.012 I O | | | | 2.52
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 566 of 1555
39.833 0.00 0.00 0.012 I O | | | | 2.52
39.917 0.00 0.00 0.012 I O | | | | 2.51
40.000 0.00 0.00 0.012 I O | | | | 2.51
40.083 0.00 0.00 0.012 I O | | | | 2.50
40.167 0.00 0.00 0.012 I O | | | | 2.50
40.250 0.00 0.00 0.012 I O | | | | 2.49
40.333 0.00 0.00 0.012 I O | | | | 2.49
40.417 0.00 0.00 0.012 I O | | | | 2.48
40.500 0.00 0.00 0.012 I O | | | | 2.48
40.583 0.00 0.00 0.012 I O | | | | 2.47
40.667 0.00 0.00 0.012 I O | | | | 2.47
40.750 0.00 0.00 0.012 I O | | | | 2.46
40.833 0.00 0.00 0.011 I O | | | | 2.46
40.917 0.00 0.00 0.011 I O | | | | 2.46
41.000 0.00 0.00 0.011 I O | | | | 2.45
41.083 0.00 0.00 0.011 I O | | | | 2.45
41.167 0.00 0.00 0.011 I O | | | | 2.44
41.250 0.00 0.00 0.011 I O | | | | 2.44
41.333 0.00 0.00 0.011 I O | | | | 2.43
41.417 0.00 0.00 0.011 I O | | | | 2.43
41.500 0.00 0.00 0.011 I O | | | | 2.42
41.583 0.00 0.00 0.011 I O | | | | 2.42
41.667 0.00 0.00 0.011 I O | | | | 2.41
41.750 0.00 0.00 0.011 I O | | | | 2.41
41.833 0.00 0.00 0.011 I O | | | | 2.40
41.917 0.00 0.00 0.011 I O | | | | 2.40
42.000 0.00 0.00 0.011 I O | | | | 2.39
42.083 0.00 0.00 0.011 I O | | | | 2.39
42.167 0.00 0.00 0.011 I O | | | | 2.38
42.250 0.00 0.00 0.011 I O | | | | 2.38
42.333 0.00 0.00 0.011 I O | | | | 2.37
42.417 0.00 0.00 0.011 I O | | | | 2.37
42.500 0.00 0.00 0.011 I O | | | | 2.37
42.583 0.00 0.00 0.011 I O | | | | 2.36
42.667 0.00 0.00 0.011 I O | | | | 2.36
42.750 0.00 0.00 0.011 I O | | | | 2.35
42.833 0.00 0.00 0.011 I O | | | | 2.35
42.917 0.00 0.00 0.011 I O | | | | 2.34
43.000 0.00 0.00 0.011 I O | | | | 2.34
43.083 0.00 0.00 0.011 I O | | | | 2.33
43.167 0.00 0.00 0.011 I O | | | | 2.33
43.250 0.00 0.00 0.011 I O | | | | 2.32
43.333 0.00 0.00 0.011 I O | | | | 2.32
43.417 0.00 0.00 0.011 I O | | | | 2.31
43.500 0.00 0.00 0.011 I O | | | | 2.31
43.583 0.00 0.00 0.011 I O | | | | 2.30
43.667 0.00 0.00 0.011 I O | | | | 2.30
43.750 0.00 0.00 0.011 I O | | | | 2.29
43.833 0.00 0.00 0.011 I O | | | | 2.29
43.917 0.00 0.00 0.010 I O | | | | 2.28
44.000 0.00 0.00 0.010 I O | | | | 2.28
44.083 0.00 0.00 0.010 I O | | | | 2.28
44.167 0.00 0.00 0.010 I O | | | | 2.27
44.250 0.00 0.00 0.010 I O | | | | 2.27
44.333 0.00 0.00 0.010 I O | | | | 2.26
44.417 0.00 0.00 0.010 I O | | | | 2.26
44.500 0.00 0.00 0.010 I O | | | | 2.25
44.583 0.00 0.00 0.010 I O | | | | 2.25
44.667 0.00 0.00 0.010 I O | | | | 2.24
44.750 0.00 0.00 0.010 I O | | | | 2.24
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 567 of 1555
44.833 0.00 0.00 0.010 I O | | | | 2.23
44.917 0.00 0.00 0.010 I O | | | | 2.23
45.000 0.00 0.00 0.010 I O | | | | 2.22
45.083 0.00 0.00 0.010 I O | | | | 2.22
45.167 0.00 0.00 0.010 I O | | | | 2.21
45.250 0.00 0.00 0.010 I O | | | | 2.21
45.333 0.00 0.00 0.010 I O | | | | 2.20
45.417 0.00 0.00 0.010 I O | | | | 2.20
45.500 0.00 0.00 0.010 I O | | | | 2.19
45.583 0.00 0.00 0.010 I O | | | | 2.19
45.667 0.00 0.00 0.010 I O | | | | 2.19
45.750 0.00 0.00 0.010 I O | | | | 2.18
45.833 0.00 0.00 0.010 I O | | | | 2.18
45.917 0.00 0.00 0.010 I O | | | | 2.17
46.000 0.00 0.00 0.010 I O | | | | 2.17
46.083 0.00 0.00 0.010 I O | | | | 2.16
46.167 0.00 0.00 0.010 I O | | | | 2.16
46.250 0.00 0.00 0.010 I O | | | | 2.15
46.333 0.00 0.00 0.010 I O | | | | 2.15
46.417 0.00 0.00 0.010 I O | | | | 2.14
46.500 0.00 0.00 0.010 I O | | | | 2.14
46.583 0.00 0.00 0.010 I O | | | | 2.13
46.667 0.00 0.00 0.010 I O | | | | 2.13
46.750 0.00 0.00 0.010 I O | | | | 2.12
46.833 0.00 0.00 0.010 I O | | | | 2.12
46.917 0.00 0.00 0.009 I O | | | | 2.11
47.000 0.00 0.00 0.009 I O | | | | 2.11
47.083 0.00 0.00 0.009 I O | | | | 2.10
47.167 0.00 0.00 0.009 I O | | | | 2.10
47.250 0.00 0.00 0.009 I O | | | | 2.10
47.333 0.00 0.00 0.009 I O | | | | 2.09
47.417 0.00 0.00 0.009 I O | | | | 2.09
47.500 0.00 0.00 0.009 I O | | | | 2.08
47.583 0.00 0.00 0.009 I O | | | | 2.08
47.667 0.00 0.00 0.009 I O | | | | 2.07
47.750 0.00 0.00 0.009 I O | | | | 2.07
47.833 0.00 0.00 0.009 I O | | | | 2.06
47.917 0.00 0.00 0.009 I O | | | | 2.06
48.000 0.00 0.00 0.009 I O | | | | 2.05
48.083 0.00 0.00 0.009 I O | | | | 2.05
48.167 0.00 0.00 0.009 I O | | | | 2.04
48.250 0.00 0.00 0.009 I O | | | | 2.04
48.333 0.00 0.00 0.009 I O | | | | 2.03
48.417 0.00 0.00 0.009 I O | | | | 2.03
48.500 0.00 0.00 0.009 I O | | | | 2.02
48.583 0.00 0.00 0.009 I O | | | | 2.02
48.667 0.00 0.00 0.009 I O | | | | 2.01
48.750 0.00 0.00 0.009 I O | | | | 2.01
48.833 0.00 0.00 0.009 I O | | | | 2.01
48.917 0.00 0.00 0.009 I O | | | | 2.00
49.000 0.00 0.00 0.009 I O | | | | 2.00
49.083 0.00 0.00 0.009 I O | | | | 1.99
49.167 0.00 0.00 0.009 I O | | | | 1.99
49.250 0.00 0.00 0.009 I O | | | | 1.98
49.333 0.00 0.00 0.009 I O | | | | 1.98
49.417 0.00 0.00 0.009 I O | | | | 1.97
49.500 0.00 0.00 0.009 I O | | | | 1.97
49.583 0.00 0.00 0.009 I O | | | | 1.96
49.667 0.00 0.00 0.009 I O | | | | 1.96
49.750 0.00 0.00 0.009 I O | | | | 1.95
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 568 of 1555
49.833 0.00 0.00 0.009 I O | | | | 1.95
49.917 0.00 0.00 0.008 I O | | | | 1.94
50.000 0.00 0.00 0.008 I O | | | | 1.94
50.083 0.00 0.00 0.008 I O | | | | 1.93
50.167 0.00 0.00 0.008 I O | | | | 1.93
50.250 0.00 0.00 0.008 I O | | | | 1.92
50.333 0.00 0.00 0.008 I O | | | | 1.92
50.417 0.00 0.00 0.008 I O | | | | 1.92
50.500 0.00 0.00 0.008 I O | | | | 1.91
50.583 0.00 0.00 0.008 I O | | | | 1.91
50.667 0.00 0.00 0.008 I O | | | | 1.90
50.750 0.00 0.00 0.008 I O | | | | 1.90
50.833 0.00 0.00 0.008 I O | | | | 1.89
50.917 0.00 0.00 0.008 I O | | | | 1.89
51.000 0.00 0.00 0.008 I O | | | | 1.88
51.083 0.00 0.00 0.008 I O | | | | 1.88
51.167 0.00 0.00 0.008 I O | | | | 1.87
51.250 0.00 0.00 0.008 I O | | | | 1.87
51.333 0.00 0.00 0.008 I O | | | | 1.86
51.417 0.00 0.00 0.008 I O | | | | 1.86
51.500 0.00 0.00 0.008 I O | | | | 1.85
51.583 0.00 0.00 0.008 I O | | | | 1.85
51.667 0.00 0.00 0.008 I O | | | | 1.84
51.750 0.00 0.00 0.008 I O | | | | 1.84
51.833 0.00 0.00 0.008 I O | | | | 1.83
51.917 0.00 0.00 0.008 I O | | | | 1.83
52.000 0.00 0.00 0.008 I O | | | | 1.83
52.083 0.00 0.00 0.008 I O | | | | 1.82
52.167 0.00 0.00 0.008 I O | | | | 1.82
52.250 0.00 0.00 0.008 I O | | | | 1.81
52.333 0.00 0.00 0.008 I O | | | | 1.81
52.417 0.00 0.00 0.008 I O | | | | 1.80
52.500 0.00 0.00 0.008 I O | | | | 1.80
52.583 0.00 0.00 0.008 I O | | | | 1.79
52.667 0.00 0.00 0.008 I O | | | | 1.79
52.750 0.00 0.00 0.008 I O | | | | 1.78
52.833 0.00 0.00 0.008 I O | | | | 1.78
52.917 0.00 0.00 0.007 I O | | | | 1.77
53.000 0.00 0.00 0.007 I O | | | | 1.77
53.083 0.00 0.00 0.007 I O | | | | 1.76
53.167 0.00 0.00 0.007 I O | | | | 1.76
53.250 0.00 0.00 0.007 I O | | | | 1.75
53.333 0.00 0.00 0.007 I O | | | | 1.75
53.417 0.00 0.00 0.007 I O | | | | 1.74
53.500 0.00 0.00 0.007 I O | | | | 1.74
53.583 0.00 0.00 0.007 I O | | | | 1.74
53.667 0.00 0.00 0.007 I O | | | | 1.73
53.750 0.00 0.00 0.007 I O | | | | 1.73
53.833 0.00 0.00 0.007 I O | | | | 1.72
53.917 0.00 0.00 0.007 I O | | | | 1.72
54.000 0.00 0.00 0.007 I O | | | | 1.71
54.083 0.00 0.00 0.007 I O | | | | 1.71
54.167 0.00 0.00 0.007 I O | | | | 1.70
54.250 0.00 0.00 0.007 I O | | | | 1.70
54.333 0.00 0.00 0.007 I O | | | | 1.69
54.417 0.00 0.00 0.007 I O | | | | 1.69
54.500 0.00 0.00 0.007 I O | | | | 1.68
54.583 0.00 0.00 0.007 I O | | | | 1.68
54.667 0.00 0.00 0.007 I O | | | | 1.67
54.750 0.00 0.00 0.007 I O | | | | 1.67
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 569 of 1555
54.833 0.00 0.00 0.007 I O | | | | 1.66
54.917 0.00 0.00 0.007 I O | | | | 1.66
55.000 0.00 0.00 0.007 I O | | | | 1.65
55.083 0.00 0.00 0.007 I O | | | | 1.65
55.167 0.00 0.00 0.007 I O | | | | 1.65
55.250 0.00 0.00 0.007 I O | | | | 1.64
55.333 0.00 0.00 0.007 I O | | | | 1.64
55.417 0.00 0.00 0.007 I O | | | | 1.63
55.500 0.00 0.00 0.007 I O | | | | 1.63
55.583 0.00 0.00 0.007 I O | | | | 1.62
55.667 0.00 0.00 0.007 I O | | | | 1.62
55.750 0.00 0.00 0.007 I O | | | | 1.61
55.833 0.00 0.00 0.007 I O | | | | 1.61
55.917 0.00 0.00 0.007 I O | | | | 1.60
56.000 0.00 0.00 0.006 I O | | | | 1.60
56.083 0.00 0.00 0.006 I O | | | | 1.59
56.167 0.00 0.00 0.006 I O | | | | 1.59
56.250 0.00 0.00 0.006 I O | | | | 1.58
56.333 0.00 0.00 0.006 I O | | | | 1.58
56.417 0.00 0.00 0.006 I O | | | | 1.57
56.500 0.00 0.00 0.006 I O | | | | 1.57
56.583 0.00 0.00 0.006 I O | | | | 1.56
56.667 0.00 0.00 0.006 I O | | | | 1.56
56.750 0.00 0.00 0.006 I O | | | | 1.56
56.833 0.00 0.00 0.006 I O | | | | 1.55
56.917 0.00 0.00 0.006 I O | | | | 1.55
57.000 0.00 0.00 0.006 I O | | | | 1.54
57.083 0.00 0.00 0.006 I O | | | | 1.54
57.167 0.00 0.00 0.006 I O | | | | 1.53
57.250 0.00 0.00 0.006 I O | | | | 1.53
57.333 0.00 0.00 0.006 I O | | | | 1.52
57.417 0.00 0.00 0.006 I O | | | | 1.52
57.500 0.00 0.00 0.006 I O | | | | 1.51
57.583 0.00 0.00 0.006 I O | | | | 1.51
57.667 0.00 0.00 0.006 I O | | | | 1.50
57.750 0.00 0.00 0.006 I O | | | | 1.50
57.833 0.00 0.00 0.006 I O | | | | 1.49
57.917 0.00 0.00 0.006 I O | | | | 1.49
58.000 0.00 0.00 0.006 I O | | | | 1.48
58.083 0.00 0.00 0.006 I O | | | | 1.48
58.167 0.00 0.00 0.006 I O | | | | 1.48
58.250 0.00 0.00 0.006 I O | | | | 1.47
58.333 0.00 0.00 0.006 I O | | | | 1.47
58.417 0.00 0.00 0.006 I O | | | | 1.46
58.500 0.00 0.00 0.006 I O | | | | 1.46
58.583 0.00 0.00 0.006 I O | | | | 1.45
58.667 0.00 0.00 0.006 I O | | | | 1.45
58.750 0.00 0.00 0.006 I O | | | | 1.44
58.833 0.00 0.00 0.006 I O | | | | 1.44
58.917 0.00 0.00 0.006 I O | | | | 1.43
59.000 0.00 0.00 0.005 I O | | | | 1.43
59.083 0.00 0.00 0.005 I O | | | | 1.42
59.167 0.00 0.00 0.005 I O | | | | 1.42
59.250 0.00 0.00 0.005 I O | | | | 1.41
59.333 0.00 0.00 0.005 I O | | | | 1.41
59.417 0.00 0.00 0.005 I O | | | | 1.40
59.500 0.00 0.00 0.005 I O | | | | 1.40
59.583 0.00 0.00 0.005 I O | | | | 1.39
59.667 0.00 0.00 0.005 I O | | | | 1.39
59.750 0.00 0.00 0.005 I O | | | | 1.39
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 570 of 1555
59.833 0.00 0.00 0.005 I O | | | | 1.38
59.917 0.00 0.00 0.005 I O | | | | 1.38
60.000 0.00 0.00 0.005 I O | | | | 1.37
60.083 0.00 0.00 0.005 I O | | | | 1.37
60.167 0.00 0.00 0.005 I O | | | | 1.36
60.250 0.00 0.00 0.005 I O | | | | 1.36
60.333 0.00 0.00 0.005 I O | | | | 1.35
60.417 0.00 0.00 0.005 I O | | | | 1.35
60.500 0.00 0.00 0.005 I O | | | | 1.34
60.583 0.00 0.00 0.005 I O | | | | 1.34
60.667 0.00 0.00 0.005 I O | | | | 1.33
60.750 0.00 0.00 0.005 I O | | | | 1.33
60.833 0.00 0.00 0.005 I O | | | | 1.32
60.917 0.00 0.00 0.005 I O | | | | 1.32
61.000 0.00 0.00 0.005 I O | | | | 1.31
61.083 0.00 0.00 0.005 I O | | | | 1.31
61.167 0.00 0.00 0.005 I O | | | | 1.30
61.250 0.00 0.00 0.005 I O | | | | 1.30
61.333 0.00 0.00 0.005 I O | | | | 1.30
61.417 0.00 0.00 0.005 I O | | | | 1.29
61.500 0.00 0.00 0.005 I O | | | | 1.29
61.583 0.00 0.00 0.005 I O | | | | 1.28
61.667 0.00 0.00 0.005 I O | | | | 1.28
61.750 0.00 0.00 0.005 I O | | | | 1.27
61.833 0.00 0.00 0.005 I O | | | | 1.27
61.917 0.00 0.00 0.005 I O | | | | 1.26
62.000 0.00 0.00 0.004 I O | | | | 1.26
62.083 0.00 0.00 0.004 I O | | | | 1.25
62.167 0.00 0.00 0.004 I O | | | | 1.25
62.250 0.00 0.00 0.004 I O | | | | 1.24
62.333 0.00 0.00 0.004 I O | | | | 1.24
62.417 0.00 0.00 0.004 I O | | | | 1.23
62.500 0.00 0.00 0.004 I O | | | | 1.23
62.583 0.00 0.00 0.004 I O | | | | 1.22
62.667 0.00 0.00 0.004 I O | | | | 1.22
62.750 0.00 0.00 0.004 I O | | | | 1.21
62.833 0.00 0.00 0.004 I O | | | | 1.21
62.917 0.00 0.00 0.004 I O | | | | 1.21
63.000 0.00 0.00 0.004 I O | | | | 1.20
63.083 0.00 0.00 0.004 I O | | | | 1.20
63.167 0.00 0.00 0.004 I O | | | | 1.19
63.250 0.00 0.00 0.004 I O | | | | 1.19
63.333 0.00 0.00 0.004 I O | | | | 1.18
63.417 0.00 0.00 0.004 I O | | | | 1.18
63.500 0.00 0.00 0.004 I O | | | | 1.17
63.583 0.00 0.00 0.004 I O | | | | 1.17
63.667 0.00 0.00 0.004 I O | | | | 1.16
63.750 0.00 0.00 0.004 I O | | | | 1.16
63.833 0.00 0.00 0.004 I O | | | | 1.15
63.917 0.00 0.00 0.004 I O | | | | 1.15
64.000 0.00 0.00 0.004 I O | | | | 1.14
64.083 0.00 0.00 0.004 I O | | | | 1.14
64.167 0.00 0.00 0.004 I O | | | | 1.13
64.250 0.00 0.00 0.004 I O | | | | 1.13
64.333 0.00 0.00 0.004 I O | | | | 1.12
64.417 0.00 0.00 0.004 I O | | | | 1.12
64.500 0.00 0.00 0.004 I O | | | | 1.12
64.583 0.00 0.00 0.004 I O | | | | 1.11
64.667 0.00 0.00 0.004 I O | | | | 1.11
64.750 0.00 0.00 0.004 I O | | | | 1.10
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 571 of 1555
64.833 0.00 0.00 0.004 I O | | | | 1.10
64.917 0.00 0.00 0.004 I O | | | | 1.09
65.000 0.00 0.00 0.004 I O | | | | 1.09
65.083 0.00 0.00 0.003 I O | | | | 1.08
65.167 0.00 0.00 0.003 I O | | | | 1.08
65.250 0.00 0.00 0.003 I O | | | | 1.07
65.333 0.00 0.00 0.003 I O | | | | 1.07
65.417 0.00 0.00 0.003 I O | | | | 1.06
65.500 0.00 0.00 0.003 I O | | | | 1.06
65.583 0.00 0.00 0.003 I O | | | | 1.05
65.667 0.00 0.00 0.003 I O | | | | 1.05
65.750 0.00 0.00 0.003 I O | | | | 1.04
65.833 0.00 0.00 0.003 I O | | | | 1.04
65.917 0.00 0.00 0.003 I O | | | | 1.03
66.000 0.00 0.00 0.003 I O | | | | 1.03
66.083 0.00 0.00 0.003 I O | | | | 1.03
66.167 0.00 0.00 0.003 I O | | | | 1.02
66.250 0.00 0.00 0.003 I O | | | | 1.02
66.333 0.00 0.00 0.003 I O | | | | 1.01
66.417 0.00 0.00 0.003 I O | | | | 1.01
66.500 0.00 0.00 0.003 I O | | | | 1.00
66.583 0.00 0.00 0.003 I O | | | | 0.99
66.667 0.00 0.00 0.003 I O | | | | 0.98
66.750 0.00 0.00 0.003 I O | | | | 0.98
66.833 0.00 0.00 0.003 I O | | | | 0.97
66.917 0.00 0.00 0.003 I O | | | | 0.96
67.000 0.00 0.00 0.003 I O | | | | 0.95
67.083 0.00 0.00 0.003 I O | | | | 0.94
67.167 0.00 0.00 0.003 I O | | | | 0.93
67.250 0.00 0.00 0.003 I O | | | | 0.92
67.333 0.00 0.00 0.003 I O | | | | 0.91
67.417 0.00 0.00 0.003 I O | | | | 0.91
67.500 0.00 0.00 0.003 I O | | | | 0.90
67.583 0.00 0.00 0.003 I O | | | | 0.89
67.667 0.00 0.00 0.003 I O | | | | 0.88
67.750 0.00 0.00 0.003 I O | | | | 0.87
67.833 0.00 0.00 0.003 I O | | | | 0.87
67.917 0.00 0.00 0.003 I O | | | | 0.86
68.000 0.00 0.00 0.003 I O | | | | 0.85
68.083 0.00 0.00 0.003 I O | | | | 0.84
68.167 0.00 0.00 0.003 I O | | | | 0.83
68.250 0.00 0.00 0.002 I O | | | | 0.83
68.333 0.00 0.00 0.002 I O | | | | 0.82
68.417 0.00 0.00 0.002 I O | | | | 0.81
68.500 0.00 0.00 0.002 I O | | | | 0.80
68.583 0.00 0.00 0.002 I O | | | | 0.80
68.667 0.00 0.00 0.002 I O | | | | 0.79
68.750 0.00 0.00 0.002 I O | | | | 0.78
68.833 0.00 0.00 0.002 I O | | | | 0.78
68.917 0.00 0.00 0.002 I O | | | | 0.77
69.000 0.00 0.00 0.002 I O | | | | 0.76
69.083 0.00 0.00 0.002 I O | | | | 0.75
69.167 0.00 0.00 0.002 I O | | | | 0.75
69.250 0.00 0.00 0.002 I O | | | | 0.74
69.333 0.00 0.00 0.002 I O | | | | 0.73
69.417 0.00 0.00 0.002 I O | | | | 0.73
69.500 0.00 0.00 0.002 I O | | | | 0.72
69.583 0.00 0.00 0.002 I O | | | | 0.71
69.667 0.00 0.00 0.002 I O | | | | 0.71
69.750 0.00 0.00 0.002 I O | | | | 0.70
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 572 of 1555
69.833 0.00 0.00 0.002 I O | | | | 0.69
69.917 0.00 0.00 0.002 I O | | | | 0.69
70.000 0.00 0.00 0.002 I O | | | | 0.68
70.083 0.00 0.00 0.002 I O | | | | 0.68
70.167 0.00 0.00 0.002 I O | | | | 0.67
70.250 0.00 0.00 0.002 I O | | | | 0.66
70.333 0.00 0.00 0.002 I O | | | | 0.66
70.417 0.00 0.00 0.002 I O | | | | 0.65
70.500 0.00 0.00 0.002 I O | | | | 0.65
70.583 0.00 0.00 0.002 I O | | | | 0.64
70.667 0.00 0.00 0.002 I O | | | | 0.63
70.750 0.00 0.00 0.002 I O | | | | 0.63
70.833 0.00 0.00 0.002 I O | | | | 0.62
70.917 0.00 0.00 0.002 I O | | | | 0.62
71.000 0.00 0.00 0.002 I O | | | | 0.61
71.083 0.00 0.00 0.002 IO | | | | 0.61
71.167 0.00 0.00 0.002 IO | | | | 0.60
71.250 0.00 0.00 0.002 IO | | | | 0.59
71.333 0.00 0.00 0.002 IO | | | | 0.59
71.417 0.00 0.00 0.002 IO | | | | 0.58
71.500 0.00 0.00 0.002 IO | | | | 0.58
71.583 0.00 0.00 0.002 IO | | | | 0.57
71.667 0.00 0.00 0.002 IO | | | | 0.57
71.750 0.00 0.00 0.002 IO | | | | 0.56
71.833 0.00 0.00 0.002 IO | | | | 0.56
71.917 0.00 0.00 0.002 IO | | | | 0.55
72.000 0.00 0.00 0.002 IO | | | | 0.55
72.083 0.00 0.00 0.002 IO | | | | 0.54
72.167 0.00 0.00 0.002 IO | | | | 0.54
72.250 0.00 0.00 0.002 IO | | | | 0.53
72.333 0.00 0.00 0.002 IO | | | | 0.53
72.417 0.00 0.00 0.002 IO | | | | 0.52
72.500 0.00 0.00 0.002 IO | | | | 0.52
72.583 0.00 0.00 0.002 IO | | | | 0.51
72.667 0.00 0.00 0.002 IO | | | | 0.51
72.750 0.00 0.00 0.002 IO | | | | 0.50
72.833 0.00 0.00 0.001 IO | | | | 0.50
72.917 0.00 0.00 0.001 IO | | | | 0.49
73.000 0.00 0.00 0.001 IO | | | | 0.49
73.083 0.00 0.00 0.001 IO | | | | 0.49
73.167 0.00 0.00 0.001 IO | | | | 0.48
73.250 0.00 0.00 0.001 IO | | | | 0.48
73.333 0.00 0.00 0.001 IO | | | | 0.47
73.417 0.00 0.00 0.001 IO | | | | 0.47
73.500 0.00 0.00 0.001 IO | | | | 0.46
73.583 0.00 0.00 0.001 IO | | | | 0.46
73.667 0.00 0.00 0.001 IO | | | | 0.46
73.750 0.00 0.00 0.001 IO | | | | 0.45
73.833 0.00 0.00 0.001 IO | | | | 0.45
73.917 0.00 0.00 0.001 IO | | | | 0.44
74.000 0.00 0.00 0.001 IO | | | | 0.44
74.083 0.00 0.00 0.001 IO | | | | 0.43
74.167 0.00 0.00 0.001 IO | | | | 0.43
74.250 0.00 0.00 0.001 IO | | | | 0.43
74.333 0.00 0.00 0.001 IO | | | | 0.42
74.417 0.00 0.00 0.001 IO | | | | 0.42
74.500 0.00 0.00 0.001 IO | | | | 0.42
74.583 0.00 0.00 0.001 IO | | | | 0.41
74.667 0.00 0.00 0.001 IO | | | | 0.41
74.750 0.00 0.00 0.001 IO | | | | 0.40
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 573 of 1555
74.833 0.00 0.00 0.001 IO | | | | 0.40
74.917 0.00 0.00 0.001 IO | | | | 0.40
75.000 0.00 0.00 0.001 IO | | | | 0.39
75.083 0.00 0.00 0.001 IO | | | | 0.39
75.167 0.00 0.00 0.001 IO | | | | 0.39
75.250 0.00 0.00 0.001 IO | | | | 0.38
75.333 0.00 0.00 0.001 IO | | | | 0.38
75.417 0.00 0.00 0.001 IO | | | | 0.38
75.500 0.00 0.00 0.001 IO | | | | 0.37
75.583 0.00 0.00 0.001 IO | | | | 0.37
75.667 0.00 0.00 0.001 IO | | | | 0.37
75.750 0.00 0.00 0.001 IO | | | | 0.36
75.833 0.00 0.00 0.001 IO | | | | 0.36
75.917 0.00 0.00 0.001 IO | | | | 0.36
76.000 0.00 0.00 0.001 IO | | | | 0.35
76.083 0.00 0.00 0.001 IO | | | | 0.35
76.167 0.00 0.00 0.001 IO | | | | 0.35
76.250 0.00 0.00 0.001 IO | | | | 0.34
76.333 0.00 0.00 0.001 IO | | | | 0.34
76.417 0.00 0.00 0.001 IO | | | | 0.34
76.500 0.00 0.00 0.001 IO | | | | 0.33
76.583 0.00 0.00 0.001 IO | | | | 0.33
76.667 0.00 0.00 0.001 IO | | | | 0.33
76.750 0.00 0.00 0.001 IO | | | | 0.32
76.833 0.00 0.00 0.001 IO | | | | 0.32
76.917 0.00 0.00 0.001 IO | | | | 0.32
77.000 0.00 0.00 0.001 IO | | | | 0.32
77.083 0.00 0.00 0.001 IO | | | | 0.31
77.167 0.00 0.00 0.001 IO | | | | 0.31
77.250 0.00 0.00 0.001 IO | | | | 0.31
77.333 0.00 0.00 0.001 IO | | | | 0.30
77.417 0.00 0.00 0.001 O | | | | 0.30
77.500 0.00 0.00 0.001 O | | | | 0.30
77.583 0.00 0.00 0.001 O | | | | 0.30
77.667 0.00 0.00 0.001 O | | | | 0.29
77.750 0.00 0.00 0.001 O | | | | 0.29
77.833 0.00 0.00 0.001 O | | | | 0.29
77.917 0.00 0.00 0.001 O | | | | 0.29
78.000 0.00 0.00 0.001 O | | | | 0.28
78.083 0.00 0.00 0.001 O | | | | 0.28
78.167 0.00 0.00 0.001 O | | | | 0.28
78.250 0.00 0.00 0.001 O | | | | 0.27
78.333 0.00 0.00 0.001 O | | | | 0.27
78.417 0.00 0.00 0.001 O | | | | 0.27
78.500 0.00 0.00 0.001 O | | | | 0.27
78.583 0.00 0.00 0.001 O | | | | 0.26
78.667 0.00 0.00 0.001 O | | | | 0.26
78.750 0.00 0.00 0.001 O | | | | 0.26
78.833 0.00 0.00 0.001 O | | | | 0.26
78.917 0.00 0.00 0.001 O | | | | 0.26
79.000 0.00 0.00 0.001 O | | | | 0.25
79.083 0.00 0.00 0.001 O | | | | 0.25
79.167 0.00 0.00 0.001 O | | | | 0.25
****************************HYDROGRAPH DATA**************************** Number of intervals = 950
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 0.004 (CFS)
Total volume = 0.023 (Ac.Ft)
Status of hydrographs being held in storage
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 574 of 1555 Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** --------------------------------------------------------------------
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 575 of 1555
FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2005
Study date: 06/12/23
--------------------------------------------------------------------- AREA B
100-YR STORM
24-HR
-------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: AREAB.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 288
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 0.031 (CFS)
Total volume = 0.018 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 21.000 to Point/Station 21.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth-outflow-storage data
-------------------------------------------------------------------- Total number of inflow hydrograph intervals = 288
Hydrograph time unit = 5.000 (Min.)
Initial depth in storage basin = 0.00(Ft.)
-------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.)
Initial basin storage = 0.00 (Ac.Ft)
Initial basin outflow = 0.00 (CFS)
--------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data:
Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2)
(Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
---------------------------------------------------------------------
0.000 0.000 0.000 0.000 0.000
1.000 0.003 0.004 0.003 0.003
6.500 0.035 0.004 0.035 0.035
7.500 0.038 0.004 0.038 0.038
-------------------------------------------------------------------- Hydrograph Detention Basin Routing
--------------------------------------------------------------------- Graph values: 'I'= unit inflow; 'O'=outflow at time shown
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 576 of 1555 --------------------------------------------------------------------- Time Inflow Outflow Storage Depth
(Hours) (CFS) (CFS) (Ac.Ft) .0 0.0 0.02 0.02 0.03 (Ft.)
0.083 0.00 0.00 0.000 OI | | | | 0.00
0.167 0.00 0.00 0.000 OI | | | | 0.01
0.250 0.00 0.00 0.000 OI | | | | 0.01
0.333 0.00 0.00 0.000 O I | | | | 0.01
0.417 0.00 0.00 0.000 O I | | | | 0.02
0.500 0.00 0.00 0.000 O I | | | | 0.03
0.583 0.00 0.00 0.000 O I | | | | 0.03
0.667 0.00 0.00 0.000 O I | | | | 0.04
0.750 0.00 0.00 0.000 O I | | | | 0.04
0.833 0.00 0.00 0.000 O I | | | | 0.05
0.917 0.00 0.00 0.000 O I | | | | 0.06
1.000 0.00 0.00 0.000 O I | | | | 0.06
1.083 0.00 0.00 0.000 O I | | | | 0.07
1.167 0.00 0.00 0.000 O I | | | | 0.07
1.250 0.00 0.00 0.000 O I | | | | 0.08
1.333 0.00 0.00 0.000 O I | | | | 0.08
1.417 0.00 0.00 0.000 O I | | | | 0.09
1.500 0.00 0.00 0.000 O I | | | | 0.09
1.583 0.00 0.00 0.000 O I | | | | 0.10
1.667 0.00 0.00 0.000 O I | | | | 0.10
1.750 0.00 0.00 0.000 O I | | | | 0.11
1.833 0.00 0.00 0.000 O I | | | | 0.12
1.917 0.00 0.00 0.000 O I | | | | 0.12
2.000 0.00 0.00 0.000 O I | | | | 0.13
2.083 0.00 0.00 0.000 O I | | | | 0.14
2.167 0.00 0.00 0.000 O I | | | | 0.14
2.250 0.00 0.00 0.000 O I | | | | 0.15
2.333 0.00 0.00 0.000 O I | | | | 0.15
2.417 0.00 0.00 0.000 O I | | | | 0.16
2.500 0.00 0.00 0.001 O I | | | | 0.17
2.583 0.00 0.00 0.001 O I | | | | 0.17
2.667 0.00 0.00 0.001 O I | | | | 0.18
2.750 0.00 0.00 0.001 O I | | | | 0.19
2.833 0.00 0.00 0.001 O I | | | | 0.20
2.917 0.00 0.00 0.001 O I | | | | 0.21
3.000 0.00 0.00 0.001 O I | | | | 0.21
3.083 0.00 0.00 0.001 O I | | | | 0.22
3.167 0.00 0.00 0.001 O I | | | | 0.23
3.250 0.00 0.00 0.001 O I | | | | 0.24
3.333 0.00 0.00 0.001 |O I | | | | 0.24
3.417 0.00 0.00 0.001 |O I | | | | 0.25
3.500 0.00 0.00 0.001 |O I | | | | 0.26
3.583 0.00 0.00 0.001 |O I | | | | 0.27
3.667 0.00 0.00 0.001 |O I | | | | 0.27
3.750 0.00 0.00 0.001 |O I | | | | 0.28
3.833 0.01 0.00 0.001 |O I | | | | 0.29
3.917 0.01 0.00 0.001 |O I | | | | 0.30
4.000 0.01 0.00 0.001 |O I | | | | 0.31
4.083 0.01 0.00 0.001 |O I | | | | 0.32
4.167 0.01 0.00 0.001 |O I | | | | 0.32
4.250 0.01 0.00 0.001 |O I | | | | 0.33
4.333 0.01 0.00 0.001 |O I | | | | 0.34
4.417 0.01 0.00 0.001 |O I | | | | 0.35
4.500 0.01 0.00 0.001 |O I | | | | 0.36
4.583 0.01 0.00 0.001 |O I | | | | 0.37
4.667 0.01 0.00 0.001 |O I | | | | 0.38
4.750 0.01 0.00 0.001 |O I | | | | 0.39
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 577 of 1555
4.833 0.01 0.00 0.001 |O I | | | | 0.40
4.917 0.01 0.00 0.001 |O I | | | | 0.42
5.000 0.01 0.00 0.001 |O I | | | | 0.43
5.083 0.01 0.00 0.001 |O I | | | | 0.44
5.167 0.01 0.00 0.001 |O I | | | | 0.45
5.250 0.01 0.00 0.001 |O I | | | | 0.45
5.333 0.01 0.00 0.001 |O I | | | | 0.46
5.417 0.01 0.00 0.001 |O I | | | | 0.47
5.500 0.01 0.00 0.001 |O I | | | | 0.48
5.583 0.01 0.00 0.001 | O I | | | | 0.49
5.667 0.01 0.00 0.002 | O I | | | | 0.50
5.750 0.01 0.00 0.002 | O I | | | | 0.51
5.833 0.01 0.00 0.002 | O I | | | | 0.52
5.917 0.01 0.00 0.002 | O I | | | | 0.53
6.000 0.01 0.00 0.002 | O I | | | | 0.54
6.083 0.01 0.00 0.002 | O I| | | | 0.56
6.167 0.01 0.00 0.002 | O I| | | | 0.57
6.250 0.01 0.00 0.002 | O I| | | | 0.58
6.333 0.01 0.00 0.002 | O I| | | | 0.59
6.417 0.01 0.00 0.002 | O I| | | | 0.60
6.500 0.01 0.00 0.002 | O I| | | | 0.62
6.583 0.01 0.00 0.002 | O I | | | 0.63
6.667 0.01 0.00 0.002 | O I | | | 0.64
6.750 0.01 0.00 0.002 | O I | | | 0.66
6.833 0.01 0.00 0.002 | O I | | | 0.67
6.917 0.01 0.00 0.002 | O I | | | 0.68
7.000 0.01 0.00 0.002 | O I | | | 0.70
7.083 0.01 0.00 0.002 | O I | | | 0.71
7.167 0.01 0.00 0.002 | O I | | | 0.72
7.250 0.01 0.00 0.002 | O I | | | 0.73
7.333 0.01 0.00 0.002 | O |I | | | 0.75
7.417 0.01 0.00 0.002 | O |I | | | 0.76
7.500 0.01 0.00 0.002 | O |I | | | 0.78
7.583 0.01 0.00 0.002 | O | I | | | 0.79
7.667 0.01 0.00 0.002 | O | I | | | 0.81
7.750 0.01 0.00 0.002 | O | I | | | 0.82
7.833 0.01 0.00 0.003 | O | I | | | 0.84
7.917 0.01 0.00 0.003 | O | I | | | 0.86
8.000 0.01 0.00 0.003 | O | I | | | 0.88
8.083 0.01 0.00 0.003 | O | I | | | 0.89
8.167 0.01 0.00 0.003 | O | I | | | 0.92
8.250 0.01 0.00 0.003 | O | I | | | 0.94
8.333 0.01 0.00 0.003 | O | I | | | 0.96
8.417 0.01 0.00 0.003 | O | I | | | 0.98
8.500 0.01 0.00 0.003 | O | I | | | 1.00
8.583 0.01 0.00 0.003 | O | I | | | 1.01
8.667 0.01 0.00 0.003 | O | I | | | 1.02
8.750 0.01 0.00 0.003 | O | I | | | 1.03
8.833 0.01 0.00 0.003 | O | I | | | 1.04
8.917 0.01 0.00 0.003 | O | I | | | 1.06
9.000 0.01 0.00 0.003 | O | I | | | 1.07
9.083 0.02 0.00 0.003 | O | I | | 1.08
9.167 0.02 0.00 0.004 | O | I | | 1.10
9.250 0.02 0.00 0.004 | O | I | | 1.11
9.333 0.02 0.00 0.004 | O | |I | | 1.13
9.417 0.02 0.00 0.004 | O | |I | | 1.14
9.500 0.02 0.00 0.004 | O | |I | | 1.16
9.583 0.02 0.00 0.004 | O | | I | | 1.17
9.667 0.02 0.00 0.004 | O | | I | | 1.19
9.750 0.02 0.00 0.004 | O | | I | | 1.20
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 578 of 1555
9.833 0.02 0.00 0.004 | O | | I | | 1.22
9.917 0.02 0.00 0.004 | O | | I | | 1.24
10.000 0.02 0.00 0.004 | O | | I | | 1.26
10.083 0.01 0.00 0.005 | O | I | | | 1.27
10.167 0.01 0.00 0.005 | O | I | | | 1.28
10.250 0.01 0.00 0.005 | O | I | | | 1.29
10.333 0.01 0.00 0.005 | O | I | | | 1.30
10.417 0.01 0.00 0.005 | O | I | | | 1.31
10.500 0.01 0.00 0.005 | O | I | | | 1.32
10.583 0.02 0.00 0.005 | O | |I | | 1.33
10.667 0.02 0.00 0.005 | O | |I | | 1.35
10.750 0.02 0.00 0.005 | O | |I | | 1.36
10.833 0.02 0.00 0.005 | O | |I | | 1.38
10.917 0.02 0.00 0.005 | O | |I | | 1.40
11.000 0.02 0.00 0.005 | O | |I | | 1.41
11.083 0.02 0.00 0.005 | O | I | | 1.43
11.167 0.02 0.00 0.006 | O | I | | 1.44
11.250 0.02 0.00 0.006 | O | I | | 1.45
11.333 0.02 0.00 0.006 | O | I | | 1.47
11.417 0.02 0.00 0.006 | O | I | | 1.48
11.500 0.02 0.00 0.006 | O | I | | 1.50
11.583 0.01 0.00 0.006 | O | I | | | 1.51
11.667 0.01 0.00 0.006 | O | I | | | 1.52
11.750 0.01 0.00 0.006 | O | I | | | 1.54
11.833 0.02 0.00 0.006 | O | I| | | 1.55
11.917 0.02 0.00 0.006 | O | I| | | 1.56
12.000 0.02 0.00 0.006 | O | I| | | 1.57
12.083 0.02 0.00 0.006 | O | | I | | 1.59
12.167 0.02 0.00 0.007 | O | | I | | 1.61
12.250 0.02 0.00 0.007 | O | | I | | 1.63
12.333 0.02 0.00 0.007 | O | | I | | 1.65
12.417 0.02 0.00 0.007 | O | | I | | 1.67
12.500 0.02 0.00 0.007 | O | | I | | 1.70
12.583 0.02 0.00 0.007 | O | | I | 1.72
12.667 0.02 0.00 0.007 | O | | I | 1.74
12.750 0.02 0.00 0.007 | O | | I | 1.76
12.833 0.02 0.00 0.008 | O | | |I | 1.79
12.917 0.02 0.00 0.008 | O | | |I | 1.81
13.000 0.02 0.00 0.008 | O | | |I | 1.84
13.083 0.03 0.00 0.008 | O | | | I | 1.86
13.167 0.03 0.00 0.008 | O | | | I | 1.89
13.250 0.03 0.00 0.008 | O | | | I | 1.92
13.333 0.03 0.00 0.009 | O | | | I | 1.95
13.417 0.03 0.00 0.009 | O | | | I| 1.98
13.500 0.03 0.00 0.009 | O | | | I 2.02
13.583 0.02 0.00 0.009 | O | | I | | 2.04
13.667 0.02 0.00 0.009 | O | | I | | 2.06
13.750 0.02 0.00 0.009 | O | | I | | 2.08
13.833 0.02 0.00 0.009 | O | | I | | 2.10
13.917 0.02 0.00 0.009 | O | | I | | 2.11
14.000 0.02 0.00 0.010 | O | | I | | 2.13
14.083 0.02 0.00 0.010 | O | | I| | 2.15
14.167 0.02 0.00 0.010 | O | | I| | 2.18
14.250 0.02 0.00 0.010 | O | | I| | 2.20
14.333 0.02 0.00 0.010 | O | | I | | 2.22
14.417 0.02 0.00 0.010 | O | | I | | 2.24
14.500 0.02 0.00 0.010 | O | | I | | 2.26
14.583 0.02 0.00 0.010 | O | | I | | 2.28
14.667 0.02 0.00 0.011 | O | | I | | 2.31
14.750 0.02 0.00 0.011 | O | | I | | 2.33
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 579 of 1555
14.833 0.02 0.00 0.011 | O | | I | | 2.35
14.917 0.02 0.00 0.011 | O | | I | | 2.37
15.000 0.02 0.00 0.011 | O | | I | | 2.39
15.083 0.02 0.00 0.011 | O | | I | | 2.41
15.167 0.02 0.00 0.011 | O | | I | | 2.43
15.250 0.02 0.00 0.011 | O | | I | | 2.45
15.333 0.02 0.00 0.012 | O | | I | | 2.47
15.417 0.02 0.00 0.012 | O | | I | | 2.48
15.500 0.02 0.00 0.012 | O | | I | | 2.50
15.583 0.02 0.00 0.012 | O | I | | 2.52
15.667 0.02 0.00 0.012 | O | I | | 2.53
15.750 0.02 0.00 0.012 | O | I | | 2.55
15.833 0.02 0.00 0.012 | O | I | | 2.56
15.917 0.02 0.00 0.012 | O | I | | 2.58
16.000 0.02 0.00 0.012 | O | I | | 2.59
16.083 0.00 0.00 0.012 | IO | | | | 2.60
16.167 0.00 0.00 0.012 | IO | | | | 2.60
16.250 0.00 0.00 0.012 | IO | | | | 2.60
16.333 0.00 0.00 0.012 | IO | | | | 2.60
16.417 0.00 0.00 0.012 | IO | | | | 2.59
16.500 0.00 0.00 0.012 | IO | | | | 2.59
16.583 0.00 0.00 0.012 | I O | | | | 2.59
16.667 0.00 0.00 0.012 | I O | | | | 2.59
16.750 0.00 0.00 0.012 | I O | | | | 2.59
16.833 0.00 0.00 0.012 | I O | | | | 2.59
16.917 0.00 0.00 0.012 | I O | | | | 2.59
17.000 0.00 0.00 0.012 | I O | | | | 2.58
17.083 0.00 0.00 0.012 | O | | | | 2.58
17.167 0.00 0.00 0.012 | O | | | | 2.58
17.250 0.00 0.00 0.012 | O | | | | 2.58
17.333 0.00 0.00 0.012 | O | | | | 2.58
17.417 0.00 0.00 0.012 | O | | | | 2.58
17.500 0.00 0.00 0.012 | O | | | | 2.58
17.583 0.00 0.00 0.012 | O | | | | 2.58
17.667 0.00 0.00 0.012 | O | | | | 2.59
17.750 0.00 0.00 0.012 | O | | | | 2.59
17.833 0.00 0.00 0.012 | IO | | | | 2.59
17.917 0.00 0.00 0.012 | IO | | | | 2.58
18.000 0.00 0.00 0.012 | IO | | | | 2.58
18.083 0.00 0.00 0.012 | IO | | | | 2.58
18.167 0.00 0.00 0.012 | IO | | | | 2.58
18.250 0.00 0.00 0.012 | IO | | | | 2.58
18.333 0.00 0.00 0.012 | IO | | | | 2.58
18.417 0.00 0.00 0.012 | IO | | | | 2.58
18.500 0.00 0.00 0.012 | IO | | | | 2.58
18.583 0.00 0.00 0.012 | I O | | | | 2.58
18.667 0.00 0.00 0.012 | I O | | | | 2.58
18.750 0.00 0.00 0.012 | I O | | | | 2.57
18.833 0.00 0.00 0.012 |I O | | | | 2.57
18.917 0.00 0.00 0.012 |I O | | | | 2.57
19.000 0.00 0.00 0.012 |I O | | | | 2.57
19.083 0.00 0.00 0.012 | I O | | | | 2.56
19.167 0.00 0.00 0.012 | I O | | | | 2.56
19.250 0.00 0.00 0.012 | I O | | | | 2.56
19.333 0.00 0.00 0.012 | IO | | | | 2.56
19.417 0.00 0.00 0.012 | IO | | | | 2.56
19.500 0.00 0.00 0.012 | IO | | | | 2.56
19.583 0.00 0.00 0.012 | I O | | | | 2.56
19.667 0.00 0.00 0.012 | I O | | | | 2.56
19.750 0.00 0.00 0.012 | I O | | | | 2.55
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 580 of 1555
19.833 0.00 0.00 0.012 |I O | | | | 2.55
19.917 0.00 0.00 0.012 |I O | | | | 2.55
20.000 0.00 0.00 0.012 |I O | | | | 2.55
20.083 0.00 0.00 0.012 | I O | | | | 2.54
20.167 0.00 0.00 0.012 | I O | | | | 2.54
20.250 0.00 0.00 0.012 | I O | | | | 2.54
20.333 0.00 0.00 0.012 | I O | | | | 2.54
20.417 0.00 0.00 0.012 | I O | | | | 2.54
20.500 0.00 0.00 0.012 | I O | | | | 2.54
20.583 0.00 0.00 0.012 | I O | | | | 2.53
20.667 0.00 0.00 0.012 | I O | | | | 2.53
20.750 0.00 0.00 0.012 | I O | | | | 2.53
20.833 0.00 0.00 0.012 |I O | | | | 2.53
20.917 0.00 0.00 0.012 |I O | | | | 2.53
21.000 0.00 0.00 0.012 |I O | | | | 2.52
21.083 0.00 0.00 0.012 | I O | | | | 2.52
21.167 0.00 0.00 0.012 | I O | | | | 2.52
21.250 0.00 0.00 0.012 | I O | | | | 2.52
21.333 0.00 0.00 0.012 |I O | | | | 2.51
21.417 0.00 0.00 0.012 |I O | | | | 2.51
21.500 0.00 0.00 0.012 |I O | | | | 2.51
21.583 0.00 0.00 0.012 | I O | | | | 2.51
21.667 0.00 0.00 0.012 | I O | | | | 2.51
21.750 0.00 0.00 0.012 | I O | | | | 2.50
21.833 0.00 0.00 0.012 |I O | | | | 2.50
21.917 0.00 0.00 0.012 |I O | | | | 2.50
22.000 0.00 0.00 0.012 |I O | | | | 2.50
22.083 0.00 0.00 0.012 | I O | | | | 2.49
22.167 0.00 0.00 0.012 | I O | | | | 2.49
22.250 0.00 0.00 0.012 | I O | | | | 2.49
22.333 0.00 0.00 0.012 |I O | | | | 2.49
22.417 0.00 0.00 0.012 |I O | | | | 2.49
22.500 0.00 0.00 0.012 |I O | | | | 2.48
22.583 0.00 0.00 0.012 |I O | | | | 2.48
22.667 0.00 0.00 0.012 |I O | | | | 2.48
22.750 0.00 0.00 0.012 |I O | | | | 2.47
22.833 0.00 0.00 0.012 |I O | | | | 2.47
22.917 0.00 0.00 0.012 |I O | | | | 2.47
23.000 0.00 0.00 0.012 |I O | | | | 2.47
23.083 0.00 0.00 0.012 |I O | | | | 2.46
23.167 0.00 0.00 0.011 |I O | | | | 2.46
23.250 0.00 0.00 0.011 |I O | | | | 2.46
23.333 0.00 0.00 0.011 |I O | | | | 2.46
23.417 0.00 0.00 0.011 |I O | | | | 2.45
23.500 0.00 0.00 0.011 |I O | | | | 2.45
23.583 0.00 0.00 0.011 |I O | | | | 2.45
23.667 0.00 0.00 0.011 |I O | | | | 2.44
23.750 0.00 0.00 0.011 |I O | | | | 2.44
23.833 0.00 0.00 0.011 |I O | | | | 2.44
23.917 0.00 0.00 0.011 |I O | | | | 2.44
24.000 0.00 0.00 0.011 |I O | | | | 2.43
24.083 0.00 0.00 0.011 I O | | | | 2.43
24.167 0.00 0.00 0.011 I O | | | | 2.42
24.250 0.00 0.00 0.011 I O | | | | 2.42
24.333 0.00 0.00 0.011 I O | | | | 2.42
24.417 0.00 0.00 0.011 I O | | | | 2.41
24.500 0.00 0.00 0.011 I O | | | | 2.41
24.583 0.00 0.00 0.011 I O | | | | 2.40
24.667 0.00 0.00 0.011 I O | | | | 2.40
24.750 0.00 0.00 0.011 I O | | | | 2.39
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 581 of 1555
24.833 0.00 0.00 0.011 I O | | | | 2.39
24.917 0.00 0.00 0.011 I O | | | | 2.38
25.000 0.00 0.00 0.011 I O | | | | 2.38
25.083 0.00 0.00 0.011 I O | | | | 2.37
25.167 0.00 0.00 0.011 I O | | | | 2.37
25.250 0.00 0.00 0.011 I O | | | | 2.36
25.333 0.00 0.00 0.011 I O | | | | 2.36
25.417 0.00 0.00 0.011 I O | | | | 2.35
25.500 0.00 0.00 0.011 I O | | | | 2.35
25.583 0.00 0.00 0.011 I O | | | | 2.34
25.667 0.00 0.00 0.011 I O | | | | 2.34
25.750 0.00 0.00 0.011 I O | | | | 2.34
25.833 0.00 0.00 0.011 I O | | | | 2.33
25.917 0.00 0.00 0.011 I O | | | | 2.33
26.000 0.00 0.00 0.011 I O | | | | 2.32
26.083 0.00 0.00 0.011 I O | | | | 2.32
26.167 0.00 0.00 0.011 I O | | | | 2.31
26.250 0.00 0.00 0.011 I O | | | | 2.31
26.333 0.00 0.00 0.011 I O | | | | 2.30
26.417 0.00 0.00 0.011 I O | | | | 2.30
26.500 0.00 0.00 0.011 I O | | | | 2.29
26.583 0.00 0.00 0.010 I O | | | | 2.29
26.667 0.00 0.00 0.010 I O | | | | 2.28
26.750 0.00 0.00 0.010 I O | | | | 2.28
26.833 0.00 0.00 0.010 I O | | | | 2.27
26.917 0.00 0.00 0.010 I O | | | | 2.27
27.000 0.00 0.00 0.010 I O | | | | 2.26
27.083 0.00 0.00 0.010 I O | | | | 2.26
27.167 0.00 0.00 0.010 I O | | | | 2.25
27.250 0.00 0.00 0.010 I O | | | | 2.25
27.333 0.00 0.00 0.010 I O | | | | 2.25
27.417 0.00 0.00 0.010 I O | | | | 2.24
27.500 0.00 0.00 0.010 I O | | | | 2.24
27.583 0.00 0.00 0.010 I O | | | | 2.23
27.667 0.00 0.00 0.010 I O | | | | 2.23
27.750 0.00 0.00 0.010 I O | | | | 2.22
27.833 0.00 0.00 0.010 I O | | | | 2.22
27.917 0.00 0.00 0.010 I O | | | | 2.21
28.000 0.00 0.00 0.010 I O | | | | 2.21
28.083 0.00 0.00 0.010 I O | | | | 2.20
28.167 0.00 0.00 0.010 I O | | | | 2.20
28.250 0.00 0.00 0.010 I O | | | | 2.19
28.333 0.00 0.00 0.010 I O | | | | 2.19
28.417 0.00 0.00 0.010 I O | | | | 2.18
28.500 0.00 0.00 0.010 I O | | | | 2.18
28.583 0.00 0.00 0.010 I O | | | | 2.17
28.667 0.00 0.00 0.010 I O | | | | 2.17
28.750 0.00 0.00 0.010 I O | | | | 2.16
28.833 0.00 0.00 0.010 I O | | | | 2.16
28.917 0.00 0.00 0.010 I O | | | | 2.16
29.000 0.00 0.00 0.010 I O | | | | 2.15
29.083 0.00 0.00 0.010 I O | | | | 2.15
29.167 0.00 0.00 0.010 I O | | | | 2.14
29.250 0.00 0.00 0.010 I O | | | | 2.14
29.333 0.00 0.00 0.010 I O | | | | 2.13
29.417 0.00 0.00 0.010 I O | | | | 2.13
29.500 0.00 0.00 0.010 I O | | | | 2.12
29.583 0.00 0.00 0.010 I O | | | | 2.12
29.667 0.00 0.00 0.009 I O | | | | 2.11
29.750 0.00 0.00 0.009 I O | | | | 2.11
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 582 of 1555
29.833 0.00 0.00 0.009 I O | | | | 2.10
29.917 0.00 0.00 0.009 I O | | | | 2.10
30.000 0.00 0.00 0.009 I O | | | | 2.09
30.083 0.00 0.00 0.009 I O | | | | 2.09
30.167 0.00 0.00 0.009 I O | | | | 2.08
30.250 0.00 0.00 0.009 I O | | | | 2.08
30.333 0.00 0.00 0.009 I O | | | | 2.07
30.417 0.00 0.00 0.009 I O | | | | 2.07
30.500 0.00 0.00 0.009 I O | | | | 2.07
30.583 0.00 0.00 0.009 I O | | | | 2.06
30.667 0.00 0.00 0.009 I O | | | | 2.06
30.750 0.00 0.00 0.009 I O | | | | 2.05
30.833 0.00 0.00 0.009 I O | | | | 2.05
30.917 0.00 0.00 0.009 I O | | | | 2.04
31.000 0.00 0.00 0.009 I O | | | | 2.04
31.083 0.00 0.00 0.009 I O | | | | 2.03
31.167 0.00 0.00 0.009 I O | | | | 2.03
31.250 0.00 0.00 0.009 I O | | | | 2.02
31.333 0.00 0.00 0.009 I O | | | | 2.02
31.417 0.00 0.00 0.009 I O | | | | 2.01
31.500 0.00 0.00 0.009 I O | | | | 2.01
31.583 0.00 0.00 0.009 I O | | | | 2.00
31.667 0.00 0.00 0.009 I O | | | | 2.00
31.750 0.00 0.00 0.009 I O | | | | 1.99
31.833 0.00 0.00 0.009 I O | | | | 1.99
31.917 0.00 0.00 0.009 I O | | | | 1.98
32.000 0.00 0.00 0.009 I O | | | | 1.98
32.083 0.00 0.00 0.009 I O | | | | 1.98
32.167 0.00 0.00 0.009 I O | | | | 1.97
32.250 0.00 0.00 0.009 I O | | | | 1.97
32.333 0.00 0.00 0.009 I O | | | | 1.96
32.417 0.00 0.00 0.009 I O | | | | 1.96
32.500 0.00 0.00 0.009 I O | | | | 1.95
32.583 0.00 0.00 0.009 I O | | | | 1.95
32.667 0.00 0.00 0.008 I O | | | | 1.94
32.750 0.00 0.00 0.008 I O | | | | 1.94
32.833 0.00 0.00 0.008 I O | | | | 1.93
32.917 0.00 0.00 0.008 I O | | | | 1.93
33.000 0.00 0.00 0.008 I O | | | | 1.92
33.083 0.00 0.00 0.008 I O | | | | 1.92
33.167 0.00 0.00 0.008 I O | | | | 1.91
33.250 0.00 0.00 0.008 I O | | | | 1.91
33.333 0.00 0.00 0.008 I O | | | | 1.90
33.417 0.00 0.00 0.008 I O | | | | 1.90
33.500 0.00 0.00 0.008 I O | | | | 1.89
33.583 0.00 0.00 0.008 I O | | | | 1.89
33.667 0.00 0.00 0.008 I O | | | | 1.89
33.750 0.00 0.00 0.008 I O | | | | 1.88
33.833 0.00 0.00 0.008 I O | | | | 1.88
33.917 0.00 0.00 0.008 I O | | | | 1.87
34.000 0.00 0.00 0.008 I O | | | | 1.87
34.083 0.00 0.00 0.008 I O | | | | 1.86
34.167 0.00 0.00 0.008 I O | | | | 1.86
34.250 0.00 0.00 0.008 I O | | | | 1.85
34.333 0.00 0.00 0.008 I O | | | | 1.85
34.417 0.00 0.00 0.008 I O | | | | 1.84
34.500 0.00 0.00 0.008 I O | | | | 1.84
34.583 0.00 0.00 0.008 I O | | | | 1.83
34.667 0.00 0.00 0.008 I O | | | | 1.83
34.750 0.00 0.00 0.008 I O | | | | 1.82
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 583 of 1555
34.833 0.00 0.00 0.008 I O | | | | 1.82
34.917 0.00 0.00 0.008 I O | | | | 1.81
35.000 0.00 0.00 0.008 I O | | | | 1.81
35.083 0.00 0.00 0.008 I O | | | | 1.80
35.167 0.00 0.00 0.008 I O | | | | 1.80
35.250 0.00 0.00 0.008 I O | | | | 1.80
35.333 0.00 0.00 0.008 I O | | | | 1.79
35.417 0.00 0.00 0.008 I O | | | | 1.79
35.500 0.00 0.00 0.008 I O | | | | 1.78
35.583 0.00 0.00 0.008 I O | | | | 1.78
35.667 0.00 0.00 0.007 I O | | | | 1.77
35.750 0.00 0.00 0.007 I O | | | | 1.77
35.833 0.00 0.00 0.007 I O | | | | 1.76
35.917 0.00 0.00 0.007 I O | | | | 1.76
36.000 0.00 0.00 0.007 I O | | | | 1.75
36.083 0.00 0.00 0.007 I O | | | | 1.75
36.167 0.00 0.00 0.007 I O | | | | 1.74
36.250 0.00 0.00 0.007 I O | | | | 1.74
36.333 0.00 0.00 0.007 I O | | | | 1.73
36.417 0.00 0.00 0.007 I O | | | | 1.73
36.500 0.00 0.00 0.007 I O | | | | 1.72
36.583 0.00 0.00 0.007 I O | | | | 1.72
36.667 0.00 0.00 0.007 I O | | | | 1.71
36.750 0.00 0.00 0.007 I O | | | | 1.71
36.833 0.00 0.00 0.007 I O | | | | 1.71
36.917 0.00 0.00 0.007 I O | | | | 1.70
37.000 0.00 0.00 0.007 I O | | | | 1.70
37.083 0.00 0.00 0.007 I O | | | | 1.69
37.167 0.00 0.00 0.007 I O | | | | 1.69
37.250 0.00 0.00 0.007 I O | | | | 1.68
37.333 0.00 0.00 0.007 I O | | | | 1.68
37.417 0.00 0.00 0.007 I O | | | | 1.67
37.500 0.00 0.00 0.007 I O | | | | 1.67
37.583 0.00 0.00 0.007 I O | | | | 1.66
37.667 0.00 0.00 0.007 I O | | | | 1.66
37.750 0.00 0.00 0.007 I O | | | | 1.65
37.833 0.00 0.00 0.007 I O | | | | 1.65
37.917 0.00 0.00 0.007 I O | | | | 1.64
38.000 0.00 0.00 0.007 I O | | | | 1.64
38.083 0.00 0.00 0.007 I O | | | | 1.63
38.167 0.00 0.00 0.007 I O | | | | 1.63
38.250 0.00 0.00 0.007 I O | | | | 1.62
38.333 0.00 0.00 0.007 I O | | | | 1.62
38.417 0.00 0.00 0.007 I O | | | | 1.62
38.500 0.00 0.00 0.007 I O | | | | 1.61
38.583 0.00 0.00 0.007 I O | | | | 1.61
38.667 0.00 0.00 0.006 I O | | | | 1.60
38.750 0.00 0.00 0.006 I O | | | | 1.60
38.833 0.00 0.00 0.006 I O | | | | 1.59
38.917 0.00 0.00 0.006 I O | | | | 1.59
39.000 0.00 0.00 0.006 I O | | | | 1.58
39.083 0.00 0.00 0.006 I O | | | | 1.58
39.167 0.00 0.00 0.006 I O | | | | 1.57
39.250 0.00 0.00 0.006 I O | | | | 1.57
39.333 0.00 0.00 0.006 I O | | | | 1.56
39.417 0.00 0.00 0.006 I O | | | | 1.56
39.500 0.00 0.00 0.006 I O | | | | 1.55
39.583 0.00 0.00 0.006 I O | | | | 1.55
39.667 0.00 0.00 0.006 I O | | | | 1.54
39.750 0.00 0.00 0.006 I O | | | | 1.54
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 584 of 1555
39.833 0.00 0.00 0.006 I O | | | | 1.53
39.917 0.00 0.00 0.006 I O | | | | 1.53
40.000 0.00 0.00 0.006 I O | | | | 1.53
40.083 0.00 0.00 0.006 I O | | | | 1.52
40.167 0.00 0.00 0.006 I O | | | | 1.52
40.250 0.00 0.00 0.006 I O | | | | 1.51
40.333 0.00 0.00 0.006 I O | | | | 1.51
40.417 0.00 0.00 0.006 I O | | | | 1.50
40.500 0.00 0.00 0.006 I O | | | | 1.50
40.583 0.00 0.00 0.006 I O | | | | 1.49
40.667 0.00 0.00 0.006 I O | | | | 1.49
40.750 0.00 0.00 0.006 I O | | | | 1.48
40.833 0.00 0.00 0.006 I O | | | | 1.48
40.917 0.00 0.00 0.006 I O | | | | 1.47
41.000 0.00 0.00 0.006 I O | | | | 1.47
41.083 0.00 0.00 0.006 I O | | | | 1.46
41.167 0.00 0.00 0.006 I O | | | | 1.46
41.250 0.00 0.00 0.006 I O | | | | 1.45
41.333 0.00 0.00 0.006 I O | | | | 1.45
41.417 0.00 0.00 0.006 I O | | | | 1.44
41.500 0.00 0.00 0.006 I O | | | | 1.44
41.583 0.00 0.00 0.006 I O | | | | 1.44
41.667 0.00 0.00 0.006 I O | | | | 1.43
41.750 0.00 0.00 0.005 I O | | | | 1.43
41.833 0.00 0.00 0.005 I O | | | | 1.42
41.917 0.00 0.00 0.005 I O | | | | 1.42
42.000 0.00 0.00 0.005 I O | | | | 1.41
42.083 0.00 0.00 0.005 I O | | | | 1.41
42.167 0.00 0.00 0.005 I O | | | | 1.40
42.250 0.00 0.00 0.005 I O | | | | 1.40
42.333 0.00 0.00 0.005 I O | | | | 1.39
42.417 0.00 0.00 0.005 I O | | | | 1.39
42.500 0.00 0.00 0.005 I O | | | | 1.38
42.583 0.00 0.00 0.005 I O | | | | 1.38
42.667 0.00 0.00 0.005 I O | | | | 1.37
42.750 0.00 0.00 0.005 I O | | | | 1.37
42.833 0.00 0.00 0.005 I O | | | | 1.36
42.917 0.00 0.00 0.005 I O | | | | 1.36
43.000 0.00 0.00 0.005 I O | | | | 1.35
43.083 0.00 0.00 0.005 I O | | | | 1.35
43.167 0.00 0.00 0.005 I O | | | | 1.35
43.250 0.00 0.00 0.005 I O | | | | 1.34
43.333 0.00 0.00 0.005 I O | | | | 1.34
43.417 0.00 0.00 0.005 I O | | | | 1.33
43.500 0.00 0.00 0.005 I O | | | | 1.33
43.583 0.00 0.00 0.005 I O | | | | 1.32
43.667 0.00 0.00 0.005 I O | | | | 1.32
43.750 0.00 0.00 0.005 I O | | | | 1.31
43.833 0.00 0.00 0.005 I O | | | | 1.31
43.917 0.00 0.00 0.005 I O | | | | 1.30
44.000 0.00 0.00 0.005 I O | | | | 1.30
44.083 0.00 0.00 0.005 I O | | | | 1.29
44.167 0.00 0.00 0.005 I O | | | | 1.29
44.250 0.00 0.00 0.005 I O | | | | 1.28
44.333 0.00 0.00 0.005 I O | | | | 1.28
44.417 0.00 0.00 0.005 I O | | | | 1.27
44.500 0.00 0.00 0.005 I O | | | | 1.27
44.583 0.00 0.00 0.005 I O | | | | 1.26
44.667 0.00 0.00 0.005 I O | | | | 1.26
44.750 0.00 0.00 0.004 I O | | | | 1.26
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 585 of 1555
44.833 0.00 0.00 0.004 I O | | | | 1.25
44.917 0.00 0.00 0.004 I O | | | | 1.25
45.000 0.00 0.00 0.004 I O | | | | 1.24
45.083 0.00 0.00 0.004 I O | | | | 1.24
45.167 0.00 0.00 0.004 I O | | | | 1.23
45.250 0.00 0.00 0.004 I O | | | | 1.23
45.333 0.00 0.00 0.004 I O | | | | 1.22
45.417 0.00 0.00 0.004 I O | | | | 1.22
45.500 0.00 0.00 0.004 I O | | | | 1.21
45.583 0.00 0.00 0.004 I O | | | | 1.21
45.667 0.00 0.00 0.004 I O | | | | 1.20
45.750 0.00 0.00 0.004 I O | | | | 1.20
45.833 0.00 0.00 0.004 I O | | | | 1.19
45.917 0.00 0.00 0.004 I O | | | | 1.19
46.000 0.00 0.00 0.004 I O | | | | 1.18
46.083 0.00 0.00 0.004 I O | | | | 1.18
46.167 0.00 0.00 0.004 I O | | | | 1.17
46.250 0.00 0.00 0.004 I O | | | | 1.17
46.333 0.00 0.00 0.004 I O | | | | 1.17
46.417 0.00 0.00 0.004 I O | | | | 1.16
46.500 0.00 0.00 0.004 I O | | | | 1.16
46.583 0.00 0.00 0.004 I O | | | | 1.15
46.667 0.00 0.00 0.004 I O | | | | 1.15
46.750 0.00 0.00 0.004 I O | | | | 1.14
46.833 0.00 0.00 0.004 I O | | | | 1.14
46.917 0.00 0.00 0.004 I O | | | | 1.13
47.000 0.00 0.00 0.004 I O | | | | 1.13
47.083 0.00 0.00 0.004 I O | | | | 1.12
47.167 0.00 0.00 0.004 I O | | | | 1.12
47.250 0.00 0.00 0.004 I O | | | | 1.11
47.333 0.00 0.00 0.004 I O | | | | 1.11
47.417 0.00 0.00 0.004 I O | | | | 1.10
47.500 0.00 0.00 0.004 I O | | | | 1.10
47.583 0.00 0.00 0.004 I O | | | | 1.09
47.667 0.00 0.00 0.004 I O | | | | 1.09
47.750 0.00 0.00 0.003 I O | | | | 1.09
47.833 0.00 0.00 0.003 I O | | | | 1.08
47.917 0.00 0.00 0.003 I O | | | | 1.08
48.000 0.00 0.00 0.003 I O | | | | 1.07
48.083 0.00 0.00 0.003 I O | | | | 1.07
48.167 0.00 0.00 0.003 I O | | | | 1.06
48.250 0.00 0.00 0.003 I O | | | | 1.06
48.333 0.00 0.00 0.003 I O | | | | 1.05
48.417 0.00 0.00 0.003 I O | | | | 1.05
48.500 0.00 0.00 0.003 I O | | | | 1.04
48.583 0.00 0.00 0.003 I O | | | | 1.04
48.667 0.00 0.00 0.003 I O | | | | 1.03
48.750 0.00 0.00 0.003 I O | | | | 1.03
48.833 0.00 0.00 0.003 I O | | | | 1.02
48.917 0.00 0.00 0.003 I O | | | | 1.02
49.000 0.00 0.00 0.003 I O | | | | 1.01
49.083 0.00 0.00 0.003 I O | | | | 1.01
49.167 0.00 0.00 0.003 I O | | | | 1.00
49.250 0.00 0.00 0.003 I O | | | | 1.00
49.333 0.00 0.00 0.003 I O | | | | 0.99
49.417 0.00 0.00 0.003 I O | | | | 0.98
49.500 0.00 0.00 0.003 I O | | | | 0.97
49.583 0.00 0.00 0.003 I O | | | | 0.96
49.667 0.00 0.00 0.003 I O | | | | 0.95
49.750 0.00 0.00 0.003 I O | | | | 0.95
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 586 of 1555
49.833 0.00 0.00 0.003 I O | | | | 0.94
49.917 0.00 0.00 0.003 I O | | | | 0.93
50.000 0.00 0.00 0.003 I O | | | | 0.92
50.083 0.00 0.00 0.003 I O | | | | 0.91
50.167 0.00 0.00 0.003 I O | | | | 0.90
50.250 0.00 0.00 0.003 I O | | | | 0.90
50.333 0.00 0.00 0.003 I O | | | | 0.89
50.417 0.00 0.00 0.003 I O | | | | 0.88
50.500 0.00 0.00 0.003 I O | | | | 0.87
50.583 0.00 0.00 0.003 I O | | | | 0.86
50.667 0.00 0.00 0.003 I O | | | | 0.86
50.750 0.00 0.00 0.003 I O | | | | 0.85
50.833 0.00 0.00 0.003 I O | | | | 0.84
50.917 0.00 0.00 0.002 I O | | | | 0.83
51.000 0.00 0.00 0.002 I O | | | | 0.82
51.083 0.00 0.00 0.002 I O | | | | 0.82
51.167 0.00 0.00 0.002 I O | | | | 0.81
51.250 0.00 0.00 0.002 I O | | | | 0.80
51.333 0.00 0.00 0.002 I O | | | | 0.79
51.417 0.00 0.00 0.002 I O | | | | 0.79
51.500 0.00 0.00 0.002 I O | | | | 0.78
51.583 0.00 0.00 0.002 I O | | | | 0.77
51.667 0.00 0.00 0.002 I O | | | | 0.77
51.750 0.00 0.00 0.002 I O | | | | 0.76
51.833 0.00 0.00 0.002 I O | | | | 0.75
51.917 0.00 0.00 0.002 I O | | | | 0.75
52.000 0.00 0.00 0.002 I O | | | | 0.74
52.083 0.00 0.00 0.002 I O | | | | 0.73
52.167 0.00 0.00 0.002 I O | | | | 0.72
52.250 0.00 0.00 0.002 I O | | | | 0.72
52.333 0.00 0.00 0.002 I O | | | | 0.71
52.417 0.00 0.00 0.002 I O | | | | 0.71
52.500 0.00 0.00 0.002 I O | | | | 0.70
52.583 0.00 0.00 0.002 I O | | | | 0.69
52.667 0.00 0.00 0.002 I O | | | | 0.69
52.750 0.00 0.00 0.002 I O | | | | 0.68
52.833 0.00 0.00 0.002 I O | | | | 0.67
52.917 0.00 0.00 0.002 I O | | | | 0.67
53.000 0.00 0.00 0.002 I O | | | | 0.66
53.083 0.00 0.00 0.002 I O | | | | 0.66
53.167 0.00 0.00 0.002 I O | | | | 0.65
53.250 0.00 0.00 0.002 I O | | | | 0.64
53.333 0.00 0.00 0.002 I O | | | | 0.64
53.417 0.00 0.00 0.002 I O | | | | 0.63
53.500 0.00 0.00 0.002 I O | | | | 0.63
53.583 0.00 0.00 0.002 I O | | | | 0.62
53.667 0.00 0.00 0.002 I O | | | | 0.61
53.750 0.00 0.00 0.002 I O | | | | 0.61
53.833 0.00 0.00 0.002 I O | | | | 0.60
53.917 0.00 0.00 0.002 I O | | | | 0.60
54.000 0.00 0.00 0.002 I O | | | | 0.59
54.083 0.00 0.00 0.002 I O | | | | 0.59
54.167 0.00 0.00 0.002 I O | | | | 0.58
54.250 0.00 0.00 0.002 I O | | | | 0.58
54.333 0.00 0.00 0.002 I O | | | | 0.57
54.417 0.00 0.00 0.002 I O | | | | 0.57
54.500 0.00 0.00 0.002 I O | | | | 0.56
54.583 0.00 0.00 0.002 I O | | | | 0.56
54.667 0.00 0.00 0.002 I O | | | | 0.55
54.750 0.00 0.00 0.002 I O | | | | 0.55
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 587 of 1555
54.833 0.00 0.00 0.002 I O | | | | 0.54
54.917 0.00 0.00 0.002 I O | | | | 0.54
55.000 0.00 0.00 0.002 I O | | | | 0.53
55.083 0.00 0.00 0.002 I O | | | | 0.53
55.167 0.00 0.00 0.002 I O | | | | 0.52
55.250 0.00 0.00 0.002 I O | | | | 0.52
55.333 0.00 0.00 0.002 I O | | | | 0.51
55.417 0.00 0.00 0.002 I O | | | | 0.51
55.500 0.00 0.00 0.002 I O | | | | 0.50
55.583 0.00 0.00 0.001 I O | | | | 0.50
55.667 0.00 0.00 0.001 I O | | | | 0.49
55.750 0.00 0.00 0.001 I O | | | | 0.49
55.833 0.00 0.00 0.001 IO | | | | 0.48
55.917 0.00 0.00 0.001 IO | | | | 0.48
56.000 0.00 0.00 0.001 IO | | | | 0.48
56.083 0.00 0.00 0.001 IO | | | | 0.47
56.167 0.00 0.00 0.001 IO | | | | 0.47
56.250 0.00 0.00 0.001 IO | | | | 0.46
56.333 0.00 0.00 0.001 IO | | | | 0.46
56.417 0.00 0.00 0.001 IO | | | | 0.45
56.500 0.00 0.00 0.001 IO | | | | 0.45
56.583 0.00 0.00 0.001 IO | | | | 0.45
56.667 0.00 0.00 0.001 IO | | | | 0.44
56.750 0.00 0.00 0.001 IO | | | | 0.44
56.833 0.00 0.00 0.001 IO | | | | 0.43
56.917 0.00 0.00 0.001 IO | | | | 0.43
57.000 0.00 0.00 0.001 IO | | | | 0.43
57.083 0.00 0.00 0.001 IO | | | | 0.42
57.167 0.00 0.00 0.001 IO | | | | 0.42
57.250 0.00 0.00 0.001 IO | | | | 0.41
57.333 0.00 0.00 0.001 IO | | | | 0.41
57.417 0.00 0.00 0.001 IO | | | | 0.41
57.500 0.00 0.00 0.001 IO | | | | 0.40
57.583 0.00 0.00 0.001 IO | | | | 0.40
57.667 0.00 0.00 0.001 IO | | | | 0.40
57.750 0.00 0.00 0.001 IO | | | | 0.39
57.833 0.00 0.00 0.001 IO | | | | 0.39
57.917 0.00 0.00 0.001 IO | | | | 0.38
58.000 0.00 0.00 0.001 IO | | | | 0.38
58.083 0.00 0.00 0.001 IO | | | | 0.38
58.167 0.00 0.00 0.001 IO | | | | 0.37
58.250 0.00 0.00 0.001 IO | | | | 0.37
58.333 0.00 0.00 0.001 IO | | | | 0.37
58.417 0.00 0.00 0.001 IO | | | | 0.36
58.500 0.00 0.00 0.001 IO | | | | 0.36
58.583 0.00 0.00 0.001 IO | | | | 0.36
58.667 0.00 0.00 0.001 IO | | | | 0.35
58.750 0.00 0.00 0.001 IO | | | | 0.35
58.833 0.00 0.00 0.001 IO | | | | 0.35
58.917 0.00 0.00 0.001 IO | | | | 0.34
59.000 0.00 0.00 0.001 IO | | | | 0.34
59.083 0.00 0.00 0.001 IO | | | | 0.34
59.167 0.00 0.00 0.001 IO | | | | 0.34
59.250 0.00 0.00 0.001 IO | | | | 0.33
59.333 0.00 0.00 0.001 IO | | | | 0.33
59.417 0.00 0.00 0.001 IO | | | | 0.33
59.500 0.00 0.00 0.001 IO | | | | 0.32
59.583 0.00 0.00 0.001 IO | | | | 0.32
59.667 0.00 0.00 0.001 IO | | | | 0.32
59.750 0.00 0.00 0.001 IO | | | | 0.31
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 588 of 1555
59.833 0.00 0.00 0.001 IO | | | | 0.31
59.917 0.00 0.00 0.001 IO | | | | 0.31
60.000 0.00 0.00 0.001 IO | | | | 0.31
60.083 0.00 0.00 0.001 IO | | | | 0.30
60.167 0.00 0.00 0.001 IO | | | | 0.30
60.250 0.00 0.00 0.001 IO | | | | 0.30
60.333 0.00 0.00 0.001 IO | | | | 0.29
60.417 0.00 0.00 0.001 IO | | | | 0.29
60.500 0.00 0.00 0.001 IO | | | | 0.29
60.583 0.00 0.00 0.001 IO | | | | 0.29
60.667 0.00 0.00 0.001 IO | | | | 0.28
60.750 0.00 0.00 0.001 IO | | | | 0.28
60.833 0.00 0.00 0.001 IO | | | | 0.28
60.917 0.00 0.00 0.001 IO | | | | 0.28
61.000 0.00 0.00 0.001 IO | | | | 0.27
61.083 0.00 0.00 0.001 IO | | | | 0.27
61.167 0.00 0.00 0.001 IO | | | | 0.27
61.250 0.00 0.00 0.001 IO | | | | 0.27
61.333 0.00 0.00 0.001 IO | | | | 0.26
61.417 0.00 0.00 0.001 IO | | | | 0.26
61.500 0.00 0.00 0.001 IO | | | | 0.26
61.583 0.00 0.00 0.001 IO | | | | 0.26
61.667 0.00 0.00 0.001 IO | | | | 0.25
61.750 0.00 0.00 0.001 IO | | | | 0.25
61.833 0.00 0.00 0.001 IO | | | | 0.25
****************************HYDROGRAPH DATA**************************** Number of intervals = 742
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 0.004 (CFS)
Total volume = 0.017 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** --------------------------------------------------------------------
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 589 of 1555
APPENDIX E
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 590 of 1555
REFERENCE MATERIAL
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 591 of 1555
SOILS SURVEY
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 592 of 1555 United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Riverside County,
Coachella Valley Area,
California
Natural
Resources
Conservation
Service
May 8, 2023
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 593 of 1555 Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 594 of 1555 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer.
3
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 595 of 1555 Contents
Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map.................................................................................................................. 8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................12 Map Unit Descriptions........................................................................................ 12 Riverside County, Coachella Valley Area, California.......................................14 CsA—Coachella fine sandy loam, 0 to 2 percent slopes............................ 14 GbA—Gilman fine sandy loam, 0 to 2 percent slopes.................................15 References............................................................................................................17 4
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 596 of 1555 How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity.
Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 597 of 1555 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research.
The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties.
While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report
6
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 598 of 1555 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately.
Custom Soil Resource Report
7
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 599 of 1555 Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8
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Soil Map
3730830 3730840 3730850 3730860 3730870 3730880 3730890 3730830 3730840 3730850 3730860 3730870 3730880 3730890 572210 572220 572230 572240 572250 572260 572270 572280 572290 572300 572310 572320 572210 572220 572230 572240 572250 572260 572270 572280 572290 572300 572310 572320 33° 42' 56'' N
116° 13' 14'' W
33° 42' 56'' N
116° 13' 10'' W
33° 42' 53'' N
116° 13' 14'' W
33° 42' 53'' N
116° 13' 10'' W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 0 25 50 100 150
Feet
0 5 10 20 30
Meters
Map Scale: 1:540 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the 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: Riverside County, Coachella Valley Area, California
Survey Area Data: Version 14, Sep 1, 2022
Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.
Date(s) aerial images were photographed: Mar 15, 2022—May 28, 2022
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background Custom Soil Resource Report
10
MAP LEGEND MAP INFORMATION
imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.
Custom Soil Resource Report
11
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CsA Coachella fine sandy loam, 0 to
2 percent slopes
0.5 78.6%
GbA Gilman fine sandy loam, 0 to 2
percent slopes
0.1 21.4%
Totals for Area of Interest 0.7 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, Custom Soil Resource Report
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Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 604 of 1555 onsite investigation is needed to define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
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Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 605 of 1555 Riverside County, Coachella Valley Area, California
CsA—Coachella fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: hkvg
Elevation: 40 feet
Mean annual precipitation: 2 to 4 inches
Mean annual air temperature: 72 degrees F
Frost-free period: 270 to 320 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Coachella and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Coachella
Setting
Landform: Alluvial fans
Landform position (two-dimensional): Footslope
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium derived from igneous rock
Typical profile
H1 - 0 to 10 inches: fine sandy loam
H2 - 10 to 40 inches: sand
H3 - 40 to 60 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content: 1 percent
Maximum salinity: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 3.6 inches) Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: A
Ecological site: R040XD007CA - Lacustrine Basin and Large RIver Floodplain Hydric soil rating: No
Custom Soil Resource Report
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Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 606 of 1555 Minor Components
Indio
Percent of map unit: 5 percent
Hydric soil rating: No
Myoma
Percent of map unit: 5 percent
Hydric soil rating: No
Gilman
Percent of map unit: 5 percent
Hydric soil rating: No
GbA—Gilman fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: hkvl
Elevation: 1,080 to 1,600 feet
Mean annual precipitation: 2 to 10 inches
Mean annual air temperature: 72 to 73 degrees F
Frost-free period: 240 to 300 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Gilman and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Gilman
Setting
Landform: Alluvial fans
Landform position (two-dimensional): Footslope
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium
Typical profile
H1 - 0 to 8 inches: fine sandy loam
H2 - 8 to 60 inches: stratified loamy sand to silty clay loam Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Custom Soil Resource Report
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Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 607 of 1555 Frequency of flooding: Rare
Frequency of ponding: None
Calcium carbonate, maximum content: 1 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 10.2 inches) Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: B
Ecological site: R040XD007CA - Lacustrine Basin and Large RIver Floodplain Hydric soil rating: No
Minor Components
Coachella
Percent of map unit: 4 percent
Hydric soil rating: No
Indio
Percent of map unit: 4 percent
Hydric soil rating: No
Unnamed, sandy surface
Percent of map unit: 4 percent
Hydric soil rating: No
Salton
Percent of map unit: 3 percent
Hydric soil rating: No
Custom Soil Resource Report
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Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 608 of 1555 References
American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 17
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 609 of 1555 United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report
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NOAA RAINFALL DATA
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FIRM MAP
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 616 of 1555 National Flood Hazard Layer FIRMette 0 250 500 1,000 1,500 2,000 Feet
Ü
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
SPECIAL FLOOD
HAZARD AREAS
Without Base Flood Elevation (BFE)
Zone A, V, A99
With BFE or DepthZone AE, AO, AH, VE, AR
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mileZone X
Future Conditions 1% Annual
Chance Flood HazardZone X
Area with Reduced Flood Risk due to
Levee. See Notes.Zone X
Area with Flood Risk due to LeveeZone D
NO SCREENArea of Minimal Flood Hazard Zone X
Area of Undetermined Flood HazardZone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
Coastal Transect
Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
Base Flood Elevation Line (BFE)
Effective LOMRs
Limit of Study
Jurisdiction Boundary
Digital Data Available
No Digital Data Available
Unmapped
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 6/13/2023 at 7:02 PM and does not
reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for
regulatory purposes.
Legend
OTHER AREAS OF
FLOOD HAZARD
OTHER AREAS
GENERAL
STRUCTURES
OTHER
FEATURES
MAP PANELS
8B
20.2 The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
1:6,000
116°13'39"W 33°43'9"N
116°13'1"W 33°42'39"N
Basemap Imagery Source: USGS National Map 2023
SOILS REPORT
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 618 of 1555 June 7, 2023 Project No. 235023-12A
AMS Real Estate Services
ATTN: Brian Wayy
4040 MacArthur Boulevard, Suite 309
Newport, CA 92660
Subject: Interpretive Report for Infiltration System Design, Proposed Starbucks, Assessor’s Parcel Numbers 611-231-020 and 021, Located at 82710 California Highway 111, City of Indio, Riverside County, California
Earth Strata Geotechnical Services, Inc. is pleased to present this infiltration feasibility report for the proposed Starbucks, located at 82710 California Highway 111, in the City of Indio, Riverside County, California. The purpose of our study was to determine the infiltration rates and physical characteristics of the subsurface earth materials within the proposed development. We have provided infiltration rates for the design of onsite water quality management area, where applicable. This study is intended to provide onsite infiltration rates for the earth materials at the approximate depth near the proposed water quality management area.
PROPERTY DESCRIPTION
The subject property is located at 82710 California Highway 111, in the City of Indio, Riverside County, California.
The approximate location of the site is shown on the Vicinity Map, Figure 1.
The subject property is comprised in total of approximately 0.60 acres of developed land. The site has not been graded. Topographic relief at the subject property is relatively low with the terrain being generally flat. Elevations at the site range from approximately -14 to -10 feet below mean sea level (msl), for a difference of about 4± feet across the entire site. Drainage within the subject property generally flows to the east.
Assessor Parcel Number 611-231-020 is currently bounded by a commercial development to the north, Oasis Street to the east, Highway 111 to the south, and an alley to the west. Assessor Parcel Number 611-231-021 is bounded by residential development to the north, a commercial development to the south, an alley to the west, and Town Street to the east.
PROPOSED CONSTRUCTION
The proposed commercial development is expected to consist of concrete, wood or steel framed one- and/or twostory structures utilizing slab on grade construction with associated streets, landscape areas, and utilities. The current development plans include one (1) building positioned on the south end of Assessor’s Parcel number 611- 231-020 and a parking lot on Assessor’s Parcel number 611-231-021.
SUBSURFACE EXPLORATION AND INFILTRATION TESTING
SUBSURFACE EXPLORATION
Subsurface exploration within the subject site was performed on May 24, 2023 for the exploratory excavations. A truck mounted hollow-stem-auger drill rig was utilized to drill three (3) borings throughout the site to a maximum 42184 Remington Avenue, TEMECULA, CA 92590 951-461-4028, ESGSINC.COM
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 619 of 1555 EARTH STRATA GEOTECHNICAL SERVICES 2 June 7, 2023
Project Number 235023-12A
depth of 50 feet. The exploratory holes were excavated for geotechnical evaluation purposes with respect to the proposed developments and to interpret whether groundwater or impermeable soil layers were present. An underground utilities clearance was obtained from Underground Service Alert of Southern California, prior to the subsurface exploration. The approximate locations of the exploratory excavations are shown on the attached Infiltration Location Map, Plate 1 and descriptive logs are presented in Appendix A.
Earth materials encountered during exploration were classified and logged in general accordance with the Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) of ASTM D 2488. Upon completion of laboratory testing, exploratory logs and sample descriptions may have been reconciled to reflect laboratory test results with regard to ASTM D 2487.
EARTH MATERIALS
A general description of the earth materials observed on site is provided below.
Artificial Fill, Undocumented (map symbol Afu): Undocumented artificial fill materials were encountered throughout the site within the upper 5 to 6 feet during exploration. These materials are typically locally derived from the native materials and consist generally of gray (Munsell Soil Color Name 6/1) poorly graded sand with silt.
Quaternary Alluvium (map symbol Qa): Quaternary alluvium was encountered to the maximum depth of the borings. These alluvial deposits consist predominately of interlayered gray (Munsell Soil Color Name 6/1) to light brown (Munsell Color Name 6/3), fine to medium grained poorly-graded sand with silt, silty sand, and sandy silt. These deposits were generally noted to be in a slightly moist to dry, medium dense to dense state.
GROUNDWATER
Groundwater was not observed within the exploratory excavations.
INFILTRATION TESTING
The percolation testing method per Riverside County Health Department guidelines, and the Porchet Conversion Method, was utilized to obtain the infiltration rates. A total of four (4) percolation tests were performed on May 18, 2023 to evaluate near surface infiltration rates in order to estimate the amount of storm water runoff that can infiltrate into the WQMP areas. The percolation tests were performed in general accordance with the requirements of Appendix A of the Design Handbook for Low Impact Development Best Management Practices, prepared by Riverside County Flood Control and Water Conservation District. The percolation tests were performed within 5- foot-deep, 8- inch diameter tests holes. The final percolation test reading and infiltration rate is summarized in the following table and the test data recorded in the field is included in Appendix B.
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Project Number 235023-12A
INFILTRATION TEST SUMMARY
The following equation was used in order to convert the percolation rates to infiltration rates.
TEST
NUMBER
PERCOLATION
HOLE
DIAMETER
(inches)
HOLE
DEPTH
(ft.)
PERCOLATION
RATE
(mpi)
INFILTRATION
RATE
(in/hour)
DESCRIPTION
P-1 8 5 3 1.69 Silty SAND
P-2 8 5 4 1.44 Silty SAND
P-3 8 5 4 1.44 Silty SAND
P-4 8 5 3 1.69 Silty SAND
The infiltration test rates ranged from 1.44 to 1.69 inches per hour for an average of 1.57 inches per inch. [The infiltration rate on the porchett method excel is the second to last column: (H 60r)/(t(r+2Havg))]
CONCLUSIONS AND RECOMMENDATIONS
General
From geotechnical and engineering geologic points of view, the proposed WQMP areas, where tested, is considered suitable for infiltration for the proposed development, provided the following conclusions and recommendations are incorporated into the plans and are implemented during construction.
Groundwater
Groundwater was not observed during our subsurface exploration. Potential groundwater impact is considered low. Local well data (see Appendix C) indicates regional groundwater highs are over 50 feet below existing surface, which meets the minimum separation of 10 feet or greater from the bottom of infiltration facility to the groundwater mark.
Geologic/ Geotechnical Screening
The proposed WQMP areas (see Plate 1) are located at a lower elevation than the proposed structures in competent native earth materials.
The proposed structures will be supported by compacted fill and competent earth materials, with no groundwater. According to the County of Riverside reports, the subject site is located in an area where liquefaction potential is considered high. As such, the potential for earthquake induced liquefaction and lateral spreading beneath the proposed structures is considered low due to the recommended compacted fill and relatively low groundwater level.
Preliminary laboratory test results indicate onsite earth materials exhibit an expansion potential of VERY LOW as classified in accordance with 2022 CBC Section 1803.5.3 and ASTM D4829.
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Project Number 235023-12A
Therefore, infiltration within the proposed WQMP areas will not encroach on any proposed structures and will not increase the risk of geologic hazards.
Recommended Factor of Safety
The minimum recommended factor of safety for the infiltration design is 3.
Based on the data presented in this report and the recommendations set forth herein, it is the opinion of Earth Strata Geotechnical Services that the WQMP area can be designed for an infiltration rate of 0.52 inches per hour including the factor of safety.
GRADING PLAN REVIEW AND CONSTRUCTION SERVICES
This report has been prepared for the exclusive use of AMS Real Estate and their authorized representative. It likely does not contain sufficient information for other parties or other uses. Earth Strata Geotechnical Services should be engaged to review the final design plans and specifications prior to construction. This is to verify that the recommendations contained in this report have been properly incorporated into the project plans and specifications.
Should Earth-Strata not be accorded the opportunity to review the project plans and specifications, we are not responsibility for misinterpretation of our recommendations.
Earth Strata Geotechnical Services should be retained to provide observations during construction to validate this report. In order to allow for design changes in the event that the subsurface conditions differ from those anticipated prior to construction.
Earth Strata Geotechnical Services should review any changes in the project and modify and approve in writing the conclusions and recommendations of this report. This report and the drawings contained within are intended for design input purposes only and are not intended to act as construction drawings or specifications. In the event that conditions encountered during grading or construction operations appear to be different than those indicated in this report, this office should be notified immediately, as revisions may be required.
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Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 623 of 1555 FIGURE 1
VICINITY MAP
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PROPOSED STARBUCKS 235023-12A
VICINITY MAP
MAY 2023 FIGURE 1
SEE BAR SCALE
Geotechnical, Environmental and Materials Testing Consultants www.ESGSINC.com (951) 397-8315
Earth Strata Geotechnical Services, Inc.
235023-12A APPROXIMATE SITE LOCATION
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APPENDIX A
EXPLORATORY LOGS
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Logged By: SEZ
Type of Rig: B-61
Drop (in): 30 Hole Diameter (in): 8
Hole Location: See Geotechnical Map
22 trace clay
Sandy SILT; light gray to gray, dry, medium dense, fine grained sand, slight porosity until 20 feet
Artificial Fill, Undocumented (Afu):
until 10 feet
Sandy SILT; gray, slightly moist, medium dense, fine sand, small shells Quaternary Alluvium (Qa):
Silty SAND; gray, slightly moist, medium dense
MATERIAL DESCRIPTION
sand beneath asphalt
Poorly Graded SAND with silt; gray, moist, medium dense, medium grained Silty SANDs; gray, dry, dense, fine grained sand
30 Silty SAND; gray to light brown, slightly moist, hard, contains roots 32 30' 99.0 8.5 SM 38 13.7
25 25' 88.7
22 7.8
20 20' 95.1
9.0 ML
15 15' 83.1
41 2.4 SM
ML
10 10' 102.5
7.5' 77.0 17.3
5.9 SM
5 27 5' 93.5
2.5' 99.7 3.4
0-5'
SP-SM
Page: 1 of 2
Project Number: 235023-10A
Drilling Company: Drilling IT
Drive Weight (lbs): 140
Top of Hole Elevation (ft): See Map Depth (ft) Blow Count Per Foot Sample Depth Dry Density (pcf) 42184 Remington Avenue, Temecula, CA 92590
16 22
Geotechnical Boring Log B-1
Date: May 24, 2023
Moisture (%)
Classification
Symbol
0
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 627 of 1555 Project Name: Highway 111
Logged By: SEZ
Type of Rig: B-61
Drop (in): 30 Hole Diameter (in): 8
Hole Location: See Geotechnical Map
Geotechnical Boring Log B-1
Date: May 24, 2023 Page: 2 of 2
Project Number: 235023-10A
Drilling Company: Drilling IT
Drive Weight (lbs): 140
Top of Hole Elevation (ft): See Map Depth (ft) Blow Count Per Foot Sample Depth Dry Density (pcf) Moisture (%) Classification
Symbol
MATERIAL DESCRIPTION
30 30 99.0 8.5 SM Silty SAND; gray to light brown, slightly moist, hard, contains roots 35 40
58 40 92.4 10.5 ML Sandy SILT; gray, slightly moist, hard 45 50
76/11 50 101.1 1.5 SM Silty SAND; gray, dry, very dense, fine grained sand Total Depth: 50.8 feet
No Groundwater
55 42184 Remington Avenue, Temecula, CA 92590
32 60
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 628 of 1555 Project Name: Highway 111
Logged By: SEZ
Type of Rig: B-61
Drop (in): 30 Hole Diameter (in): 8
Hole Location: See Geotechnical Map
Geotechnical Boring Log B-2
Date: May 24, 2023 Page: 1 of 1
Project Number: 235023-10A
Drilling Company: Drilling IT
Drive Weight (lbs): 140
Top of Hole Elevation (ft): See Map Depth (ft) Blow Count Per Foot Sample Depth Dry Density (pcf) Moisture (%) Classification
Symbol
MATERIAL DESCRIPTION
0 Artificial Fill, Undocumented (Afu):
SP-SM Poorly Graded SAND with silt; gray, slightly moist, medium dense, medium 12 2.5' 95.2 1.5 grained sand beneath asphalt
5 17 5' 95.5 1.3 Dry, fine grained sand
13 7.5' 76.2 18.6 Quaternary Alluvium (Qa):
ML Sandy SILT; gray, slightly moist, medium dense, fine grained sand, small shells until 10 feet
10 38 10' 106.7 1.2 SM Silty SAND; gray, dry, dense, fine grained sand 15 19 15' 86.7 10.2 ML Sandy SILT; light brown, slightly moist, medium dense, fine grained sand Total Depth: 16.5 feet
No Groundwater
20 25
42184 Remington Avenue, Temecula, CA 92590
30
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 629 of 1555 Project Name: Highway 111
Logged By: SEZ
Type of Rig: B-61
Drop (in): 30 Hole Diameter (in): 8
Hole Location: See Geotechnical Map
Geotechnical Boring Log B-3
Date: May 24, 2023 Page: 1 of 1
Project Number: 235023-10A
Drilling Company: Drilling IT
Drive Weight (lbs): 140
Top of Hole Elevation (ft): See Map Depth (ft) Blow Count Per Foot Sample Depth Dry Density (pcf) Moisture (%) Classification
Symbol
MATERIAL DESCRIPTION
0 0-5' Quaternary Alluvium (Qa):
SP-SM Poorly Graded SAND with silt; gray, dry, medium dense, fine grained sand 16 2.5' 90.2 2.5
5 17 5' 95.6 6.0 ML Sandy SILT; gray, slightly moist, very stiff 39 7.5' 105.0 1.8 SM Silty SAND; light brown to gray, slightly moist, dense, fine grained sand 10 26 10' 96.5 8.3 Medium dense, trace clay
15 18 15' 91.5 18.4 ML Sandy SILT; gray, slightly moist, very stiff Total Depth: 16.5 feet
No Groundwater
20 25
42184 Remington Avenue, Temecula, CA 92590
30
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 630 of 1555
APPENDIX B
INFILTRATION TEST SHEETS
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 631 of 1555 Job No.: 235023-12A Tested By: RG / LB “It” is the tested infiltration rate.
Job Name: Highway 111 Time interval, Δt Initial Depth to Water, D0
Test Hole Number: Test Hole Diameter (inches):8 Final Depth to Water, Df Total Depth of Test Hole, DT
Soil Classification: Silty SAND Date Excavated: 5/17/2023 2Test Hole Radius, r
Test Hole Depth (in): Date Tested: 5/18/2023 The conversion equation is used:
Time Interval of Presoak0 “Havg” is the average head height over the time interval.
Date / Time0
Start Amount of Water Used / Comments
Stop APPROX. 200 Gallons
Time
Time
Interval
(min.)
Final
Water
Level
(Inches)
Water
Level Drop
(Inches)
Percolatio
n Rate
(Min./Inch )
Total Depth
of
Percolation
Hole
Time
interval
∆t
Initial
Water H 0
Final
Water H f
Total
Depth of
Test Hole D t
Radius of
Perc Hole r ∆H H Avg
ΔH 60 r)/(Δt
(r+2Havg))
It
ELAPSED
TIME
Δt
12:18
12:38
12:38
12:58
12:58
13:08
13:08
13:18
13:18
13:28
13:28
13:38
13:38
13:48
13:48
13:58
13:58
14:08
14:08
14:18
20.50 60.00 6.00 15.50 28.25 4.46 20.00
P-1
60 5/18/23 0:00 It = ΔH 60 r
5/18/23 0:00 Δt(r+2Havg)
60.00 20.00 36.00
Initial Water
Level (Inches)
20 24 39.5 15.502
40.00 10 24 29 5.002 60.00 10.00
20.00 31.50 23.00 60.00 6.00 8.50
31.00 60.00 6.00 5.00 33.50 2.47 50.00
20 28.5 37
32 3.004 60.00 10.00 31.00
36.00 8.503 60.00 27.25 2.53
60.00 6.00 6.75 34.38 3.25 70.00
60.00 10 22.25 29 6.752 60.00 10.00 37.75 31.00
10 29 28.00 60.00 6.00 3.00 29.50 1.66
10 24 27.5 3.503 60.00 10.00
10 24 28.5 4.503 60.00 10.00 36.00
3.004 60.00 10.00 36.00
36.00 31.50 60.00 6.00 4.50 33.75 2.20 80.00
32.50 60.00 6.00 3.50 34.25 1.69 90.00
33.00 60.00 6.00 100.00
60.00 6.00 2.50 34.75
60.00 1.19 110.00
120.00
10 24 26.5 2.504 60.00 10.00 36.00 33.50
10 24 27 3.00 34.50 1.44
10 24 27.5 3.503 10.00 36.00 32.50 60.00 6.00 3.50 34.25 1.69
Job No.: 235023-12A
Job Name: Highway 111
Test Hole Number: P-1
4.46 2.53 2.47
1.66 3.25
2.20 1.69
1.44 1.19
1.69 0.00
0.50 1.00
1.50 2.00
2.50 3.00
3.50 4.00
4.50 5.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00
INFILTRATION RATE
ELAPSED TIME
ELAPSED TIME VS. INFILTRATION RATE
Job No.: 235023-12A Tested By: RG / LB “It” is the tested infiltration rate.
Job Name: Highway 111 Time interval, Δt Initial Depth to Water, D0
Test Hole Number: Test Hole Diameter (inches):8 Final Depth to Water, Df Total Depth of Test Hole, DT
Soil Classification: Silty SAND Date Excavated: 5/17/2023 2Test Hole Radius, r
Test Hole Depth (in): Date Tested: 5/18/2023 The conversion equation is used:
Time Interval of Presoak0 “Havg” is the average head height over the time interval.
Date / Time0
Start Amount of Water Used / Comments
Stop APPROX. 200 Gallons
Time
Time
Interval
(min.)
Final
Water
Level
(Inches)
Water
Level Drop
(Inches)
Percolatio
n Rate
(Min./Inch )
Total Depth
of
Percolation
Hole
Time
interval
∆t
Initial
Water H 0
Final
Water H f
Total
Depth of
Test Hole D t
Radius of
Perc Hole r ∆H H Avg
ΔH 60 r)/(Δt
(r+2Havg))
It
ELAPSED
TIME
Δt
12:18
12:38
12:38
12:58
12:58
13:08
13:08
13:18
13:18
13:28
13:28
13:38
13:38
13:48
13:48
13:58
13:58
14:08
14:08
14:18
10 24 27 3.004
10 24 27 3.00 34.50 1.44
10.00 36.00 33.00 60.00 6.00 3.00 34.50 1.44
10 24 27 3.004 60.00 10.00 36.00 33.00 60.00 6.00 3.00 34.50
60.00 1.44 110.00
120.00
3.004 60.00 10.00 36.00
36.00 31.50 60.00 6.00 4.50 33.75 2.20 80.00
32.50 60.00 6.00 3.50 34.25 1.69 90.00
33.00 60.00 6.00 100.00
10 24 27.5 3.503 60.00 10.00
10 24 28.5 4.503 60.00 10.00 36.00
60.00 6.00 5.00 33.50 2.47 70.00
60.00 10 24 29 5.002 60.00 10.00 36.00 31.00
10 28.25 31 2.754 60.00 10.00 31.75 29.00 60.00 6.00 2.75 30.38 1.48
36.00 5.504 60.00 29.75 1.51 40.00
10 24 28.25 4.253 60.00 10.00
20.00 32.50 27.00 60.00 6.00 5.50
31.75 60.00 6.00 4.25 33.88 2.07 50.00
20 27.5 33
P-2
60 5/18/23 0:00 It = ΔH 60 r
5/18/23 0:00 Δt(r+2Havg)
60.00 20.00 36.00 21.75 60.00 6.00 14.25 28.88 4.02 20.00 Initial Water
Level (Inches)
20 24 38.25 14.252
Job No.: 235023-12A
Job Name: Highway 111
Test Hole Number: P-2
4.02 1.51
2.07 1.48
2.47 2.20
1.69 1.44 1.44 1.44
0.00 0.50
1.00 1.50
2.00 2.50
3.00 3.50
4.00 4.50
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00
INFILTRATION RATE
ELAPSED TIME
ELAPSED TIME VS. INFILTRATION RATE
Job No.: 235023-12A Tested By: RG / LB “It” is the tested infiltration rate.
Job Name: Highway 111 Time interval, Δt Initial Depth to Water, D0
Test Hole Number: Test Hole Diameter (inches):8 Final Depth to Water, Df Total Depth of Test Hole, DT
Soil Classification: Silty SAND Date Excavated: 5/17/2023 2Test Hole Radius, r
Test Hole Depth (in): Date Tested: 5/18/2023 The conversion equation is used:
Time Interval of Presoak0 “Havg” is the average head height over the time interval.
Date / Time0
Start Amount of Water Used / Comments
Stop APPROX. 200 Gallons
Time
Time
Interval
(min.)
Final
Water
Level
(Inches)
Water
Level Drop
(Inches)
Percolatio
n Rate
(Min./Inch )
Total Depth
of
Percolation
Hole
Time
interval
∆t
Initial
Water H 0
Final
Water H f
Total
Depth of
Test Hole D t
Radius of
Perc Hole r ∆H H Avg
ΔH 60 r)/(Δt
(r+2Havg))
It
ELAPSED
TIME
Δt
12:18
12:38
12:38
12:58
12:58
13:08
13:08
13:18
13:18
13:28
13:28
13:38
13:38
13:48
13:48
13:58
13:58
14:08
14:08
14:18
10 24 27 3.004
10 24 26.75 2.75 34.63 1.32
10.00 36.00 33.00 60.00 6.00 3.00 34.50 1.44
10 24 27 3.004 60.00 10.00 36.00 33.00 60.00 6.00 3.00 34.50
60.00 1.44 110.00
120.00
2.754 60.00 10.00 36.00
36.00 30.00 60.00 6.00 6.00 33.00 3.00 80.00
32.00 60.00 6.00 4.00 34.00 1.95 90.00
33.25 60.00 6.00 100.00
10 24 28 4.003 60.00 10.00
10 24 30 6.002 60.00 10.00 36.00
60.00 6.00 5.50 33.25 2.73 70.00
60.00 10 24 29.5 5.502 60.00 10.00 36.00 30.50
10 29 32.75 3.753 60.00 10.00 31.00 27.25 60.00 6.00 3.75 29.13 2.10
36.00 6.504 60.00 27.25 1.93 40.00
10 24 29 5.002 60.00 10.00
20.00 30.50 24.00 60.00 6.00 6.50
31.00 60.00 6.00 5.00 33.50 2.47 50.00
20 29.5 36
P-3
60 5/18/23 0:00 It = ΔH 60 r
5/18/23 0:00 Δt(r+2Havg)
60.00 20.00 36.00 19.50 60.00 6.00 16.50 27.75 4.83 20.00 Initial Water
Level (Inches)
20 24 40.5 16.502
Job No.: 235023-12A
Job Name: Highway 111
Test Hole Number: P-3
4.83 1.93
2.47 2.10
2.73 3.00
1.95 1.32
1.44 1.44
0.00 1.00
2.00 3.00
4.00 5.00
6.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00
INFILTRATION RATE
ELAPSED TIME
ELAPSED TIME VS. INFILTRATION RATE
Job No.: 235023-12A Tested By: RG / LB “It” is the tested infiltration rate.
Job Name: Highway 111 Time interval, Δt Initial Depth to Water, D0
Test Hole Number: Test Hole Diameter (inches):8 Final Depth to Water, Df Total Depth of Test Hole, DT
Soil Classification: Silty SAND Date Excavated: 5/17/2023 2Test Hole Radius, r
Test Hole Depth (in): Date Tested: 5/18/2023 The conversion equation is used:
Time Interval of Presoak0 “Havg” is the average head height over the time interval.
Date / Time0
Start Amount of Water Used / Comments
Stop APPROX. 200 Gallons
Time
Time
Interval
(min.)
Final
Water
Level
(Inches)
Water
Level Drop
(Inches)
Percolatio
n Rate
(Min./Inch )
Total Depth
of
Percolation
Hole
Time
interval
∆t
Initial
Water H 0
Final
Water H f
Total
Depth of
Test Hole D t
Radius of
Perc Hole r ∆H H Avg
ΔH 60 r)/(Δt
(r+2Havg))
It
ELAPSED
TIME
Δt
12:18
12:38
12:38
12:58
12:58
13:08
13:08
13:18
13:18
13:28
13:28
13:38
13:38
13:48
13:48
13:58
13:58
14:08
14:08
14:18
10 24 27.5 3.503
10 24 28 4.00 34.00 1.95
10.00 36.00 32.50 60.00 6.00 3.50 34.25 1.69
10 24 27.75 3.753 60.00 10.00 36.00 32.25 60.00 6.00 3.75 34.13
60.00 1.82 110.00
120.00
4.003 60.00 10.00 36.00
36.00 29.50 60.00 6.00 6.50 32.75 3.27 80.00
32.00 60.00 6.00 4.00 34.00 1.95 90.00
32.00 60.00 6.00 100.00
10 24 28 4.003 60.00 10.00
10 24 30.5 6.502 60.00 10.00 36.00
60.00 6.00 6.00 33.00 3.00 70.00
60.00 10 24 30 6.002 60.00 10.00 36.00 30.00
10 30 34 4.003 60.00 10.00 30.00 26.00 60.00 6.00 4.00 28.00 2.32
36.00 3.506 60.00 28.50 1.00 40.00
10 24 30 6.002 60.00 10.00
20.00 26.75 30.25 60.00 6.00 3.50
30.00 60.00 6.00 6.00 33.00 3.00 50.00
20 33.25 29.75
P-4
60 5/18/23 0:00 It = ΔH 60 r
5/18/23 0:00 Δt(r+2Havg)
60.00 20.00 36.00 17.50 60.00 6.00 18.50 26.75 5.60 20.00 Initial Water
Level (Inches)
20 24 42.5 18.502
Job No.: 235023-12A
Job Name: Highway 111
Test Hole Number: P-4
5.60 1.00
3.00 2.32
3.00 3.27
1.95 1.95
1.82 1.69
0.00 1.00
2.00 3.00
4.00 5.00
6.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00
INFILTRATION RATE
ELAPSED TIME
ELAPSED TIME VS. INFILTRATION RATE
APPENDIX C
LOCAL WELL DATA
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 640 of 1555 Conditions of Use Privacy Policy Accessibility
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Groundwater Level Report
Station 337210N1162143W001
Groundwater Levels for Well 337210N1162143W001
Download Data
11/30/2022
00:00:00 -16.328 -16.328 62.1 -78.428 62.1 Indio WaterAuthority - I...
Indio Water
Authority -
Indio
12/13/2022
00:00:00 -16.328 -16.328 64.8 -81.128 64.8 Indio WaterAuthority - I...
Indio Water
Authority -
Indio
01/27/2023
00:00:00 -16.328 -16.328 64.51 -80.838 64.51
Indio Water
Authority - I...
Indio Water
Authority -
Indio
02/13/2023
00:00:00
-16.328 -16.328 65.8 -82.128 65.8 Indio Water
Authority - I...
Indio Water
Authority -
Indio
03/06/2023
00:00:00 -16.328 -16.328 72.1 -88.428 72.1 Indio WaterAuthority - I...
Indio Water
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Indio
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Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 641 of 1555 text Contact WDL
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Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 642 of 1555
CITY ORDINANCE
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 643 of 1555 § 162.140 ADDITIONAL DATA TO BE PROVIDED.
(A) When required by the Director of Public Works, the applicant shall submit hydrology and hydraulic calculations and drainage area maps to determine the quantity of runoff generated by or tributary to the city, and its effects on the site or upon upstream or downstream properties. Erosion and sediment transfer studies, and other supporting data may be required. (B) Limits of inundation on the subject property during condition of specified storm frequencies may be required to be delineated on the grading plan, along with the submittal of supporting calculations. (1) Properties of one acre or greater in size shall be designed to retain the 100-year, 24-hour, duration storm on site. Such properties shall retain this duration storm on site or provide a drainage system to convey the drainage to an acceptable retention site as determined by the Director of Public Works. Such a drainage system shall include a provision to fully address disposal of nuisance water to the satisfaction of the Director of Public Works.
(2) Properties of less than one acre in size shall incorporate retention and drainage systems and/or properties approved by the Director of Public Works; such approval shall not be unreasonably withheld.
(C) The civil engineer responsible for preparation of the plans shall also certify that the building pads to be created through any proposed grading, are free from inundation from runoff from specified storms, and to provide floodplain elevations, and widths, sheet flow depths, floodway elevation and widths, and any other data required by the Director of Public Works, or by any applicable county, state or federal flood protection or insurance program or requirement. (D) The civil engineer or applicant may also be required to prepare and submit, suitable studies and data regarding percolation and permeability characteristics of the soils and their suitability for the use of septic tanks ground water hydrology studies, data, and tests regarding the quantity and quality of ground water which can be produced from properties not served by water systems, and its adequacy for domestic and agricultural use and for fire protection. (Ord. 1449, passed 10-19-05)
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 644 of 1555 1 City of Indio
Community Development Department
CEQA §15183 Exemption for Project
Starbucks Indio
82710 California Highway 111
Prepared for:
Golden Star Investment Properties, LLC
4040 MacArthur Boulevard, Suite 309
Newport Beach, CA 92660
Prepared by:
23342 S. Pointe Drive, Suite K
Laguna Hills, CA 92653
August 15, 2023
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 645 of 1555 2 Table of Contents
Exemption from Additional Environmental - Statement of Reasons ..............................................4 Project Location............................................................................................................................5 Description of Project....................................................................................................................6 Environmental Clearance Document ............................................................................................6 Overview of 15183 Checklist ........................................................................................................7 General Plan Update Program Environmental Impact Report .......................................................7 Summary of Findings....................................................................................................................8 CEQA Guidelines Overview........................................................................................................10
1. Aesthetics...............................................................................................................................10 Discussion .............................................................................................................................11 Conclusion .............................................................................................................................11
2. Agriculture/Forestry Resources...............................................................................................12 Discussion.............................................................................................................................12 Conclusion .............................................................................................................................14
3. Air Quality...............................................................................................................................14 Discussion.............................................................................................................................14 Conclusion ............................................................................................................................17
4. Biological Resources ..............................................................................................................18 Discussion.............................................................................................................................18 Conclusion .............................................................................................................................19
5. Cultural Resources and Tribal Cultural Resources..................................................................20 Discussion .............................................................................................................................20 Conclusion .............................................................................................................................22
6. Energy Use.............................................................................................................................22 Discussion .............................................................................................................................22 Construction...........................................................................................................................23 Operations .............................................................................................................................23 Conclusion .............................................................................................................................24
7. Geology and Soils...................................................................................................................24 Discussion.............................................................................................................................25 Conclusion ............................................................................................................................27
8. Greenhouse Gas Emissions.................................................................................................27 Discussion.............................................................................................................................27 State Plans............................................................................................................................................. 28 Transportation.................................................................................................................................... 29 Regional Plans....................................................................................................................................... 30 Local Plans........................................................................................................................................... 30 Conclusion ............................................................................................................................30
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 646 of 1555 3 9. Hazards and Hazardous Materials..........................................................................................31 Discussion.............................................................................................................................31 Conclusion ............................................................................................................................33
10. Hydrology and Water Quality ................................................................................................34 Discussion............................................................................................................................34 Conclusion ............................................................................................................................36
11. Land Use and Planning.........................................................................................................36 Discussion.............................................................................................................................36 Conclusion ............................................................................................................................37
12. Mineral Resources................................................................................................................37 Discussion.............................................................................................................................38 Conclusion ............................................................................................................................38
13. Noise ....................................................................................................................................38 Discussion............................................................................................................................39 Construction Noise ............................................................................................................................... 39 Operations Noise .................................................................................................................................. 40 Operations and On-site Generated Noise ............................................................................................ 40 Conclusion ............................................................................................................................41
14. Population and Housing........................................................................................................41 Discussion.............................................................................................................................42 Conclusion ............................................................................................................................42
15. Public Services and Recreation ............................................................................................42 Discussion.............................................................................................................................43 Conclusion ............................................................................................................................45 Discussion .............................................................................................................................46 Conclusion ............................................................................................................................48
17. Utilities and service systems.................................................................................................48 Discussion.............................................................................................................................49 Conclusion .............................................................................................................................49
18. Wildfire .................................................................................................................................50 Discussion.............................................................................................................................50 Conclusion .............................................................................................................................51 Attachment...............................................................................................................................52 References ...............................................................................................................................52
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 647 of 1555 4 EXEMPTION FROM ADDITIONAL ENVIRONMENTAL -
STATEMENT OF REASONS
Review and 15183 Checklist - Pursuant to CEQA Guidelines §15183 Project Name: Starbucks Indio
APN(s):
611-231-020 and 611-231-021
Lead Agency Name
and Address:
City of Indio - Community Development Department
100 Civic Center Mall, Indio, CA. 92201
City Staff Contact: Kevin H. Snyder, AICP, [email protected] 760) 541-4255
Project Location:
The Starbucks Indio Project (project) is located within the city of Indio in County of Riverside, California, situated on the corner of State Route 111 and Oasis Street (see location map) on Parcel 2 of Parcel Map 16321 and Parcel 1 of Parcel Map 19737 in the Riverside County Recorder Office. The project site consists of two previously disturbed and developed lots of 0.35 and 0.26 acres, respectively.
Project Applicant Name
and Address:
Golden Star Investment Properties, LLC
4040 MacArthur Boulevard, Suite 309
Newport Beach, CA 92660
General Plan and
Zoning Designations: General Commercial
Prepared by: Nasser Abbaszadeh, G&A Consulting Civil Engineers, Inc.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 648 of 1555 5 PROJECT LOCATION
The project is located at 82710 State Highway 111, on the corner of Highway and Oasis Street, a signalized intersection in the City of Indio, Riverside County, California, as shown below.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 649 of 1555 6 The subject property is comprised of two parcels for a total of about 0.60 acres with APN 611- 231-020, a previously developed land with an abandoned building (former auto dealer shop) to be demolished, and APN 611-231-021 (paved lot). Both parcels have previously been graded.
The topographic relief of the subject property is relatively low and the project area is generally flat.
DESCRIPTION OF PROJECT
The proposed project is comprised of a coffee-shop, Starbucks Indio, with a drive-through and a parking lot. The building foot-print will be approximately 1,300 SF. The project includes 18 parking spaces, including disabled. Attachment 1 shows the proposed site plan, as prepared by G&A Consulting Civil Engineers, Inc.
ENVIRONMENTAL CLEARANCE DOCUMENT
The environmental clearance document serves as a key tool in protecting the environment, ensuring sustainable development, and maintaining ecological balance. The framework for this official document is obtained from the City of Indio before commencing any significant development project, and it plays a crucial role in evaluating and mitigating potential environmental impacts associated with such ventures.
One of the primary purposes of an environmental clearance document is to assess the environmental implications of a proposed project thoroughly. It mandates an in-depth study of the project's potential effects on various environmental components, such as air, water, soil, biodiversity, and ecosystems. This analysis enables decision-makers to understand the project's environmental footprint and identify potential risks to the environment and surrounding communities.
Moreover, the clearance process encourages project proponents to incorporate eco-friendly practices and adopt sustainable technologies. By ensuring that projects comply with environmental laws, guidelines, and standards, the document promotes responsible planning, design, and execution. As a result, it pushes for the adoption of cleaner production processes, energy-efficient technologies, and waste management practices, reducing the overall environmental impact of the project.
Environmental clearance also fosters public participation and transparency. During the clearance procedure, stakeholders, including local communities, environmental experts, and nongovernmental organizations, have the opportunity to review the project's clearance document, the exemption report and voice their concerns, if any. This participatory approach promotes accountability and ensures that the project's potential impacts are thoroughly considered before approval.
In addition to protecting the environment, the clearance process also safeguards the interests of local communities. It ensures that communities potentially affected by the project are consulted and their rights are respected. Environmental clearance empowers affected communities to have a say in the decision-making process, enabling them to voice their concerns and negotiate for fair compensation or alternative livelihood opportunities if their lives are impacted by the project.
The significance of an environmental clearance document lies in its role as a vital instrument for achieving sustainable development while preserving the environment. It facilitates informed decision-making, promotes responsible development practices, and encourages public participation. By obtaining environmental clearance, society can strike a balance between
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 650 of 1555 7 economic progress and environmental preservation, ensuring a greener and more sustainable future for generations to come.
OVERVIEW OF 15183 CHECKLIST
California Public Resources Code section 21083.3 and California Environmental Quality Act (CEQA) Guidelines Section 15183 provide an exemption from additional environmental review for projects that are consistent with the development density established by existing zoning, community plan or general plan policies for which an Environmental Impact Report (EIR) was certified, except as might be necessary to examine whether there are project-specific significant effects which are peculiar to the project or its site.
Section 15183 of the CEQA Guidelines specifies that examination of environmental effects shall be limited to those effects that:
1) are peculiar to the project or the parcel on which the project would be located, and were not analyzed as significant effects in a prior EIR on the zoning action, general plan, or community plan, with which the project is consistent;
2) are potentially significant off-site impacts and cumulative impacts which were not discussed in the prior EIR prepared for the general plan, community plan or zoning action; or 3) are previously identified significant effects which, as a result of substantial new information which was not known at the time the EIR was certified, are determined to have a more severe adverse impact than discussed in the prior EIR. Section 15183(c) of the CEQA Guidelines further specifies that if an impact is not peculiar to the parcel or to the proposed project, has been addressed as a significant effect in the prior EIR, or can be substantially mitigated by the imposition of uniformly applied development policies or standards, then an additional EIR need not be prepared for that project solely on the basis of that impact.
GENERAL PLAN UPDATE PROGRAM ENVIRONMENTAL
IMPACT REPORT
The City of Indio (City) General Plan Update (GPU) included a comprehensive update to the City’s General Plan, which was adopted in 1993, and the development of a Climate Action Plan (CAP).
The General Plan is a state-mandated document that outlines goals, policies, and programs that provide the framework for future development in the City and its Sphere of Influence (SOI).
The 1993 General Plan had a horizon year of 2020. The General Plan update has a horizon year of 2040. The analysis contained in the GPU Program EIR (PEIR) focuses on both the GPU and the CAP, addressed together as the GPU.
The GPU addresses land use, all modes of transportation, housing, safety, includes a comprehensive update to the City’s General Plan, which was adopted in 1993, and the development of a CAP. The City’s General Plan was reorganized into ten elements (Land Use and Urban Design, Mobility, Economic Development, Housing, Health and Equity, Parks and Recreation, Conservation, Infrastructure and Public Facilities, Safety, and Noise).
The passage of Assembly Bill 32 (AB 32), the California Global Warming Solutions Act, in 2006 was a key reason behind cities and counties developing plans to reduce greenhouse gas (GHG) emissions by 2020 and beyond. As a result, the GPU must provide measures to mitigate its GHG
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 651 of 1555 8 emissions impacts in order to demonstrate that the City is doing its part to meet state law (AB 32). Thus, the purpose of developing a CAP for the City is to align the City’s General Plan with the state’s GHG emissions reduction efforts.
The CAP is a blueprint for reducing GHG emissions associated with GPU buildout and meeting mandated GHG reduction targets. The CAP addresses climate change at the local level by focusing on the major sources of GHG emissions in the City and establishes a detailed long-term strategy to achieve GHG emissions reduction targets; and providing a framework for compliance with federal, state, and local regulations. Ultimately, the CAP identifies reasonable and effective GHG reduction measures and informs mitigation strategies for the PEIR.
The GPU PEIR was certified in conjunction with adoption of the GPU on September 18, 2019.
The Indio General Plan 2040 replaces the previously adopted Indio General Plan 2020. The GPU PEIR comprehensively evaluated environmental impacts that would result from implementation of the General Plan, including information related to existing site conditions, analyses of the types and magnitude of project-level and cumulative environmental impacts, and feasible mitigation measures that could reduce or avoid environmental impacts.
SUMMARY OF FINDINGS
The Starbucks Indio is consistent with the analysis performed for the GPU PEIR. Further, the GPU PEIR adequately anticipated and described the impacts of the project, identified applicable mitigation measures necessary to reduce project specific impacts, and the project implements these mitigation measures stated within GPU Mitigation Measures listing.
A comprehensive environmental evaluation has been completed for the project as documented in the attached §15183 Exemption Checklist. This evaluation concludes that the project qualifies for an exemption from additional environmental review because it is consistent with the development density and use characteristics established by the City General Plan, as analyzed by the City GPU PEIR, and all required findings can be made.
In accordance with CEQA Guidelines §15183, the project qualifies for an exemption because the following findings can be made:
1) There are no project specific effects which are peculiar to the project or its site, and which the GPU PEIR Failed to analyze as significant effects.
The subject property is no different than other properties in the surrounding area, and there are no project-specific effects which are peculiar to the project or its site. The project site is located in an area developed with similarly sized commercial properties with associated accessory uses. The property does not support any peculiar environmental features, and the Project would not result in any peculiar effects.
In addition, as explained further in the §15183 Exemption Checklist below, all project impacts were adequately analyzed by the GPU PEIR. Applicable mitigation measures specified within the GPU PEIR have been applied to the project.
2) There are no potentially significant off-site and/or cumulative impacts which the GPU PEIR failed to evaluate.
Preparation of the §15183 Exemption Checklist did not identify any significant off-site and/or cumulative impacts which the GPU PEIR failed to evaluate. 3) There is no substantial new information which results in more severe impacts than anticipated by the GPU PEIR.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 652 of 1555 9 As explained in the §15183 Exemption Checklist below, no new information has been identified which would result in a determination of a more severe impact than what had been anticipated by the GPU PEIR.
4) The project will undertake feasible mitigation measures specified in the GPU PEIR.
As explained in the §15183 Exemption Checklist below, the project will undertake feasible mitigation measures specified in the GPU PEIR. These GPU PEIR mitigation measures will be undertaken through project design, compliance with regulations, ordinances, or through the project’s conditions of approval.
Prepared by: Nasser Abbaszadeh, PE Date: August 15, 2023 Signature: Nasser Abbaszadeh
Reviewed by: Mike Ghalbi, PE Date: August 15, 2023
Signature:
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 653 of 1555 10 CEQA GUIDELINES OVERVIEW
This checklist provides an analysis of potential environmental impacts resulting from Starbucks Indio, the project.
Following the format of CEQA Guidelines Appendix G, environmental effects are evaluated to determine if the project would result in a potentially significant impact triggering additional review under CEQA Guidelines §15183.
Items checked “Significant Project Impact” indicates that the project could result in a significant effect which either requires mitigation to be reduced to a less than significant level or which has a significant, unmitigated impact.
Items checked “Impact not identified by GPU PEIR” indicates the project would result in a project specific significant impact (peculiar off-site or cumulative that was not identified in the GPU PEIR.
Items checked “Substantial New Information” indicates that there is new information which leads to a determination that a project impact is more severe than what had been anticipated by the GPU PEIR.
A project does not qualify for a §15183 exemption if it is determined that it would result in the following: 1) a peculiar impact that was not identified as a significant impact under the GPU EIR; 2) a more severe impact due to new information; or 3) a potentially significant off-site impact or cumulative impact not discussed in the GPU PEIR.
An analysis and summary of each potential environmental effect is provided below in the checklist for each subject area and it is shown that a §15183 exemption applies to the Starbucks Indio Project.
1. AESTHETICS
Would the project:
Significant
Project
Impact
Impact not
Identified by
GPU PEIR
Substantial
New
Information
a) Have a substantial adverse effect on a scenic
vista? ☐ ☐ ☐
b) Substantially damage scenic resources, including,
but not limited to, trees, rock outcroppings, and
historic buildings within a state scenic highway? ☐ ☐ ☐ c) Substantially degrade the existing visual character
or quality of the site and its surroundings. ☐ ☐ ☐
d) Create a new source of substantial light or glare,
which would adversely affect day or nighttime
views in the area?
☐ ☐ ☐
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 654 of 1555 11 Discussion
1a) The GPU PEIR concluded this impact to be less than significant. No mitigation is required.
Scenic vistas or public views are defined as views of scenic resources from public locations.
Scenic viewpoints can be defined as singular vantage points that offer an unobstructed view of expansive visible landscape components. There are no adopted designated scenic views, scenic corridors, or vista points/viewpoints in the City. 1b) The GPU PEIR concluded this impact to be less than significant. No mitigation is required.
Although no state-designated scenic highways occur in the City’s Planning Area, the County of Riverside Western Coachella Valley Area Plan (WCVAP) identifies Interstate 10 (I-10) and Dillon Road as County of Riverside (County) eligible scenic highways. Both highways provide expansive views of the desert and mountains located in the SOI. Within the Planning Area, scenic resources include elements of both the natural and the built environment, including open space, areas of native vegetation, mature trees, rural lands, and historic landmarks.
1c) The GPU PEIR concluded this impact to be less than significant. No mitigation is required.
Existing sources of light and glare in the Planning Area are found mostly within the city limits. Large commercial centers and car dealerships are located throughout the Planning Area and produce light and glare from parking lots, signs, and streetlamps. Major roads throughout the city also produce light and glare from streetlamps, signalized intersections, and vehicle headlights.
Other sources of light and glare result from overhead lights at sports fields and other facilities, including the city's night-lighted municipal golf course in the northeast portion of the city. The western portion of the city is located in the Mount Palomar Nighttime Lighting Policy Area. The SOI area is largely vacant, with the exception of a minor amount of agricultural and mining operations. This area provides lower levels of light than the urbanized area of the city due to the lack of development, such as streetlights, traffic signals, and other facilities with overhead lighting.
1d) The project is located along State Highway 111, a major thoroughfare in the Planning Area and there is a Specific Plan for this Highway. The project is consistent with the stated goals of the Specific Plan (adopted by the City in August 2022).
There are no natural open space areas in close proximity to the project site. The surrounding existing land uses produce light and glare from parking lots, signs, streetlamps, and nearby signalized intersections.
Conclusion
With regard to the issue area of Aesthetics, the following findings can be made:
1) No peculiar impacts to the project or its site have been identified. 2) There are no potentially significant off-site and/or cumulative impacts which were not discussed by the GPU PEIR.
3) No substantial new information has been identified which results in an impact which is more severe than anticipated by the GPU PEIR.
4) No mitigation measures are required within the GPU PEIR. The project specific impacts would be less than significant.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 655 of 1555 12 2. AGRICULTURE/FORESTRY RESOURCES
Would the project: Significant
Project Impact
Impact not
Identified by
GPU PEIR
Substantial
New
Information
a) Convert Prime Farmland, Unique Farmland, or
Farmland of Statewide or Local Importance as
shown on the maps prepared pursuant to the
Farmland Mapping and Monitoring Program of
the California Resources Agency, or other
agricultural resources, to a non-agricultural use?
☐ ☐ ☐
b) Conflict with existing zoning for agricultural use,
or a Williamson Act contract? ☐ ☐ ☐
c) Conflict with existing zoning for, or cause rezoning of, forest land, timberland, or timberland zoned
Timberland Production?
☐ ☐ ☐
d) Result in the loss of forest land, conversion of
forest land to non-forest use, or involve other
changes in the existing environment, which, due
to their location or nature, could result in
conversion of forest land to non-forest use?
☐ ☐ ☐
e) Involve other changes in the existing
environment, which, due to their location or
nature, could result in conversion of Important
Farmland or other agricultural resources, to nonagricultural use? ☐ ☐ ☐
Discussion
2a) The GPU PEIR concluded this impact to be significant and/or unavoidable. The GPU PEIR concluded this impact to be significant and/or unavoidable. The GPU does not designate any lands for agricultural use; however, development facilitated by the GPU could ultimately eliminate all commercial agricultural activity and preclude fallow agriculture land from future production in the Planning Area. Rising land values, water costs, increasing taxes, “edge effects,” and other land use conflicts have contributed to a substantial reduction in agricultural viability within the Planning Area. The adopted General Plan and other planning efforts have contemplated the conversion of agricultural lands in the city’s core to non-agricultural uses.
Extensive agricultural operations in the city are generally surrounded by existing or planned urban land uses. There are no viable agricultural lands near the periphery of the city that would be available to provide agricultural conservation easements through a conventional easement purchase mitigation program. While GPU policies support small scale agricultural uses in residential areas, there are no policies or mitigation measures available to mitigate the irreplaceable loss of Prime, Unique, and Locally Important Farmland.
The Department of Conservation “California Important Farmland Finder” classifies portions of City of Indio as Prime Farmland (State of California Department of Conservation 2016).
However, this area currently is not in agricultural production and does not possess an agricultural resources land use or zoning designation. As previously discussed, the GPU PEIR determined impacts from direct and indirect conversion of agricultural resources to be significant and unavoidable. The project, already developed and paved, would have a lessthan-significant direct and indirect impact for the reasons detailed above. Therefore, the project
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 656 of 1555 13 would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR.
The project site is zoned commercial, which does not allow for agricultural uses. In addition, the project site is not subject to a Williamson Act Contract or agricultural preserve. None of the properties surrounding the project site are subject to a Williamson Act Contract or agricultural preserve. Therefore, the Project would not conflict with existing zoning for agricultural use or a Williamson Act Contract.
2b) The GPU PEIR concluded this impact to be not significant. The Planning Area of the city of Indio does not have any areas of forest land or timberland. As a result, no areas are zoned as forest land in Indio and there would be no loss of forest land or conversion of forest land to non-forest use. Implementation of the GPU would not result in rezoning of existing zoning of forest land or timberland as defined by Public Resources Code, Sections 12220(g) or 51104(g).
As previously discussed, there are no areas zoned as forest land in the city; therefore, the project will not impact any forest lands. The project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR. 2c) The GPU PEIR concluded this impact to be not significant. The Planning Area of the city of Indio does not have any areas of forest land or timberland. As a result, no areas are zoned as forest land in Indio and there would be no loss of forest land or conversion of forest land to non-forest use. Implementation of the GPU would not result in rezoning of existing zoning of forest land or timberland as defined by Public Resources Code, Sections 12220(g) or 51104(g).
As previously discussed, there are no areas zoned as forest land in the city; therefore, the project will not impact any forest lands. The project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR. 2d) The GPU PEIR concluded this impact to be not significant. As indicated in response 2(c), the project site, or any off-site improvements, are not located near any forest lands. Therefore, the project would be consistent with the analysis provided within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance.
2e) The GPU PEIR concluded this impact to be less than significant with no mitigation.
As mentioned above in responses 2(a) and 2(b), the project site is not currently in agricultural production and is not zoned for agricultural uses. Additionally, the project site is not surrounded by any active agricultural uses and development of the project would be consistent with the surrounding land uses. Therefore, no indirect impacts are expected to occur to any offsite resources, and mitigation would not be required.
As previously discussed, the GPU PEIR determined impacts from land use conflicts to be less than significant with no mitigation. The project would have less than significant impacts to agricultural resources. Therefore, the project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 657 of 1555 14 Conclusion
With regard to the issue area of Agricultural/Forestry Resources, the following findings can be made:
1. No peculiar impacts to the project or its site have been identified.
2. There are no potentially significant off-site and/or cumulative impacts which were not discussed by the GPU PEIR.
3. No substantial new information has been identified which results in an impact which is more severe than anticipated by the GPU PEIR.
4. No mitigation measures contained within the GPU PEIR would be required because project specific impacts would be less than significant.
3. AIR QUALITY
Would the project:
Significant
Project
Impact
Impact not
Identified by
GPU PEIR
Substantial
New
Information
a) Conflict with or obstruct implementation of the
applicable air quality plan? ☐ ☐ ☐
b) Violate any air quality standard or contribute
substantially to an existing or projected air
quality violation or result in a cumulatively
considerable net increase of any criteria
pollutant for which the project region is nonattainment under an applicable federal or state ambient air quality standard (including
releasing emissions which exceed quantitative
thresholds for ozone precursors)?
☐ ☐ ☐
c) Expose sensitive receptors to substantial
pollutant concentrations? ☐ ☐ ☐
d) Create objectionable odors affecting a
substantial number of people? ☐ ☐ ☐
Discussion
3a) The GPU PEIR concluded this impact to be less than significant because the City’s growth projections for population and housing under the GPU did not exceed the Southern California Association of Government’s (SCAG’s) regional forecasts. Therefore, growth under the GPU was accounted for in the growth forecasting for the South Coast Air Quality Management District’s (SCAQMD’s) 2016 Air Quality Management Plan (2016 AWMP).
Growth forecasting is based in part on the land uses established by local general plans.
As such, if a project is consistent with land use as designated in the local general plan, it can normally be considered consistent with the 2016 AQMP.
Another factor used to determine if a project would conflict with implementation of the 2016 AQMP is determining if the project would result in an increase in the frequency or
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 658 of 1555 15 severity of existing air quality violations or cause or contribute to new violations, or delay the timely attainment of air quality standards National Ambient Air Quality Standards (NAAQS) and California Ambient Air Quality Standards (CAAQS) or interim emissions reductions specified in the 2016 AQMP. NAAQS and CAAQS violations could occur if project emissions would exceed regional significance thresholds or Localized Significance Thresholds (LSTs).
The percentage of electric vehicles in California varies depending on the source and the definition of electric vehicles. According to California New Car Dealers Association, more than 15 percent of new cars sold in California for 2021 were fully electric models. That percentage will likely rise as California has imposed a ban on the sale of gas-powered vehicles starting in 2035. In other words, CO2 and other tailpipe emission will continue to decline in the near, medium, and long run.
For Construction, the project anticipates the following length of time and use of the heavy equipment:
Length of construction: 4 months (13 weeks)
Heavy equipment used: Bulldozer (for demolition), one week Backhoe (for foundation and utility lines), 1 week
Construction Trucks: five trips per day the first week; two trips per day, the second week (to transport demo and spoils); and two trips per week for the remaining 11 weeks (material delivery trucks).
Construction worker vehicles: 30 trips a day at its peak for two months.
For Operations, the traffic model indicates an ADT of 1,145 trips.
Tail pipe emissions generated from construction and operations, as shown in the two tables below, would not exceed the regional significance thresholds. Therefore, the project would not conflict with or obstruct the implementation of the 2016 AQMP or applicable portions of the State Implementation Plan (SIP), and impacts would be less than significant.
As previously discussed, the GPU PEIR determined impacts on air quality plans to be less than significant. As the proposed project would have a less than significant for the reasons detailed above, the project would be consistent with the analysis provided within the GPU PEIR because it would not increase impacts identified within the GPU PEIR.
Maximum Daily Construction Emissions
Year
Emissions (pounds per day)
ROG NOX CO SO2 PM10 PM2.5
2023 4 40 42 <1 10 6
2024 34 15 46 <1 5 2
Maximum Daily Emissions1 34 40 46 <1 10 6
SCAQMD Significance Threshold 75 100 550 150 150 55
Exceeds Threshold? No No No No No No
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 659 of 1555 16 Summary of Project Operational Emissions
(pounds per day)
Source
Emissions
ROG NOX CO SOX PM10 PM2.5
Mobile Sources 16 7 62 <1 4 1
Area Sources 10 <1 20 <1 <1 <1
Energy Sources <1 2 1 <1 <1 <1
Total 27 8 82 <1 4 1
SCAQMD Significance Threshold 55 55 550 150 150 55
Exceeds Threshold? No No No No No No
3b) The GPU PEIR concluded that development under the GPU would exceed SCAQMD thresholds, and impact would be significant and unavoidable. The Riverside County/Coachella Valley portion of the Salton Sea Air Basin (SSAB) is designated as a nonattainment area for federal and state Ambient Air Quality Standards (AAQS) for the 8-hour ozone and particulate matter less than 10 microns in diameter (PM10) standards.
Ozone is not emitted directly, but is a result of atmospheric activity on precursors. NOX and ROG are known as the chief “precursors” of ozone. These compounds react in the presence of sunlight to produce ozone. The project would contribute to particulate pollution (PM10), nitrogen oxide gases (NOX), and volatile organic compounds (VOCs) emissions from construction/grading activities; however, the incremental increase would not exceed established screening thresholds.
As shown in the two tables above, emissions of ozone precursors (reactive organic gases [ROG] and NOX), PM10, and particulate matter less than 2.5 microns in diameter (PM2.5) from construction and operation would be below the SCAQMD’s thresholds of significance. These thresholds are designed to provide limits below which project emissions from an individual project would not significantly affect regional air quality or the timely attainment of the NAAQS and CAAQS. Therefore, the project would not result in a cumulatively considerable net increase in emissions of ozone or PM10, and impacts would be less than significant.
As previously discussed, the GPU PEIR determined significant and unavoidable impacts to air quality violations. However, the project would have a less than significant impact to air quality violations with the incorporation of project conditions for construction.
Therefore, the project would be consistent with the analysis provided within the GPU PEIR because it would not increase impacts identified within the GPU PEIR. 3c) The GPU PEIR concluded that mitigation would not be able to fully avoid impacts related to sensitive receptors, and impact would be significant and unavoidable. The Air Quality Analysis evaluated the potential for the project to impact sensitive receptors. For purposes of analyzing construction-related toxic air contaminant emissions and their impact on sensitive receptors, the maximum annual PM10 emissions from equipment exhaust were used to develop an average daily emission rate. Therefore, the project would not expose sensitive receptors to substantial pollutant concentrations associated with diesel particulate matter during construction that could result in excess cancer risks, and impacts would be less than significant.
3d) The California Air Resources Board (CARB) handbook indicates that siting new sensitive land uses within 500 feet of a freeway or urban roads with 100,000 or more vehicles per
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 660 of 1555 17 day should be avoided when possible. The project site is located on Highway 111.
However, based on the future traffic projections provided in the City’s General Plan (City of Indio 2019) and GPU PEIR, traffic volumes on these roadways would be well less than 100,000 vehicles per day. Therefore, the project would not expose sensitive receptors to substantial pollutant concentrations associated with diesel particulate matter during operation, and impacts would be less than significant.
As previously discussed, the GPU PEIR determined significant and unavoidable impacts to sensitive receptors. However, the project would have a less than significant impact to sensitive receptors. Therefore, the project would be consistent with the analysis provided within the GPU PEIR because it would not increase impacts identified within the GPU PEIR.
3e) The GPU PEIR concluded this impact to be less than significant. The potential for an odor impact is dependent on a number of variables, including the nature of the odor source, distance between the receptor and odor source, and local meteorological conditions.
During construction, construction equipment may generate some nuisance odors.
Sensitive receptors near the project site include residential uses and a school; however, exposure to odors associated with project construction would be short term and temporary in nature. Further, per CARB’s Airborne Toxic Control Measures 13 (California Code of Regulations Chapter 10 Section 2485), the applicant shall not allow idling time to exceed 5 minutes unless more time is required per engine manufacturers’ specifications or for safety reasons. Therefore, project construction would not generate odors adversely affecting a substantial number of people, and impacts would be less than significant.
Once operational, the project would not include any uses or activities that would result in potentially significant operational-source odor impacts. Therefore, the project would not generate substantial amounts of odors adversely affecting a substantial number of people, and impacts would be less than significant.
As previously discussed, the GPU PEIR determined less than significant impacts from objectionable odors. As the project would have a less than significant impact for the reasons detailed above, the project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR.
Conclusion
With regard to the issue area of Air Quality, the following findings can be made:
1) No peculiar impacts to the project or its site have been identified 2) There are no potentially significant off-site and/or cumulative impacts which were not discussed by the GPU PEIR.
3) No substantial new information has been identified which results in an impact which is more severe than anticipated by the GPU PEIR.
4) No mitigation measures contained within the GPU PEIR would be required because project specific impacts would be less than significant.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 661 of 1555 18 4. BIOLOGICAL RESOURCES
Would the project:
Significant
Project
Impact
Impact not
Identified by
GPU PEIR
Substantial
New
Information
a) Have a substantial adverse effect, either directly
or through habitat modifications, on any species
identified as a candidate, sensitive, or special status species in local or regional plans, policies, or
regulations, or by the California Department of Fish
and Wildlife or U.S. Fish and Wildlife Service?
☐ ☐ ☐
b) Have a substantial adverse effect on any riparian
habitat or other sensitive natural community
identified in local or regional plans, policies, and
regulations or by the California Department of Fish and Wildlife or US Fish and Wildlife Service?
☐ ☐ ☐
c) Have a substantial adverse effect on federally
protected wetlands as defined by Section 404 of the
Clean Water Act (including, but not limited to, marsh,
vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means?
☐ ☐ ☐
d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with
established native resident or migratory wildlife
corridors, or impede the use of native wildlife nursery sites?
☐ ☐ ☐
e) Conflict with any local policies or ordinances protecting biological resources, such as tree preservation
policy/ordinance?
☐ ☐ ☐
f) Conflict with the provisions of an adopted Habitat
Conservation Plan, Natural Community Conservation
Plan, or other approved local, regional, or state habitat conservation plan (i.e., MSCHP and other Riverside
County plans)?
☐ ☐ ☐
Discussion
4a) The GPU PEIR concluded this impact to be less than significant. Biological resources on the project site were evaluated by G&A staff in June 2023. Both lots are previously disturbed and paved with no vegetation cover. As such, no wildlife species or nests of any kind were detected in the survey area.
The project area has the potential to support nesting migratory birds protected by the federal Migratory Bird Treaty Act and California Fish and Game Code Sections 3503 and 3503.5. To avoid potential direct impacts to nesting birds and raptors a pre-construction nest survey would be required prior to the start of construction during the breeding season (February 1 to September 15). If nests are detected, an avoidance buffer of appropriate radius and biological monitoring would be required.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 662 of 1555 19 As previously discussed, the GPU PEIR determined impacts to special status species as significant and unavoidable. However, the project determined impacts to be less than significant with the incorporation of project avoidance measures for nesting migratory birds and raptors. Therefore, the project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR. 4b) The GPU PEIR concluded this impact to be less than significant. 4c) The GPU PEIR concluded this impact to be less than significant. As previously discussed in 4(a) no wildlife species or nests were detected in the survey area; however. 4d) The GPU PEIR concluded this impact to be less than significant. As previously discussed, the GPU PEIR determined impacts on local policies and ordinances as well as MSHCP as less than significant. No native trees are growing within the project envelope. 4e) As previously discussed, the GPU EIR determined impacts to local policies or ordinances protecting biological resources would be less than significant. Therefore, the project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR.
4f) The GPU PEIR concluded this impact to be less than significant. The project area is located within the Plan Area of the CVMSHCP and is considered a Private Nonconservation Land. The project area is not within or adjacent to any CVMSHCP Reserve Lands, Conservation Lands, Core Habitats, Essential Ecological Process areas, or Biological Corridors and Linkages. The project site will impact disturbed land and developed land. Impacts to disturbed land and developed land would not be considered significant under the MSHCP and would not require mitigation. Therefore, the project would not conflict with the provisions of an adopted Habitat Conservation Plan, and impacts would be less than significant.
As previously discussed, the GPU PEIR determined impacts on local policies and ordinances as well as habitat conservation plans and natural community conservation plans as less than significant. As the project would have a less than significant impact for the reasons detailed above, the project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR.
Conclusion
The project could result in potentially significant impacts to biological resources; however, further environmental analysis is not required because:
1) No peculiar impacts to the project or its site have been identified. 2) There are no potentially significant off-site and/or cumulative impacts which were not discussed by the GPU PEIR.
3) No substantial new information has been identified which results in an impact which is more severe than anticipated by the GPU PEIR.
4) No mitigation measures contained within the GPU PEIR would be required because project specific impacts would be less than significant.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 663 of 1555 20 5. Cultural Resources and Tribal Cultural Resources
Would the project:
Significant
Project
Impact
Impact not
Identified
by GPU PEIR
Substantial
New
Information
a) Cause a substantial adverse change in the
significance of a historical resource as defined
in § 15064.5?
☐ ☐ ☐
b) Cause a substantial adverse change in the
significance of an archaeological resource
pursuant to § 15064.5?
☐ ☐ ☐
c) Directly or indirectly destroy a unique
paleontological resource or site or unique
geologic feature?
☐ ☐ ☐
d) Disturb any human remains, including those
interred outside of formal cemeteries? ☐ ☐ ☐
e) Cause a substantial adverse change in the
significance of a tribal cultural resource,
defined in Public Resources Code section
21074 as either a site, feature, place, cultural
landscape that is geographically defined in
terms of the size and scope of the landscape,
sacred place, or object with cultural value to a
California Native American tribe, and that is:
I. Listed or eligible for listing in the
California Register of Historical
Resources, or in a local register of
historical resources as defined in Public
Resources Code section 5020.1(k), or
II. A resource determined by the lead
agency, in its discretion and supported
by substantial evidence, to be
significant pursuant to criteria set
forth in subdivision (c) of Public
Resources Code Section 5024.1. In
applying the criteria set forth in subdivision
(c) of Public Resource Code Section
5024.1, the lead agency shall consider the
significance of the resource to a
California Native American tribe.?
☐ ☐ ☐
Discussion
5a) The GPU PEIR concluded that growth accommodated by the GPU would have the potential to impact historical resources even after implementation of Mitigation Framework MM-CR-1 and MM-CR-2. Therefore, impacts on historical resources would remain significant and unavoidable. However, the project is proposed on two lots that have already been disturbed, graded, paved, and built upon.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 664 of 1555 21 Based on current research, Starbucks Indio project site is not eligible for listing on the California Register of Historical Resources. Therefore, the project would not cause a substantial adverse change in the significance of a historical resource as defined in §15064.5, and impacts would be less than significant.
5b) The GPU PEIR concluded that implementation of GPU Mitigation Framework MM-CR-3 would reduce impacts on archaeological resources to a level less than significant. As described in Section 5(a) above the record search did not identify any previously recorded archaeological resources within the APE. Therefore, the project would not cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5, and impacts would be less than significant.
5c) The GPU PEIR concluded that there are no known areas of human remains in the Planning Area and compliance with existing laws and regulations would reduce impacts to a level less than significant. Because the APE has been highly disturbed, the likelihood of intact subsurface features being inadvertently discovered during construction is considered low. In the unlikely event that unknown human remains are encountered during project grading and construction, they would be handled in accordance with procedures of California Health and Safety Code, Section 7050.5; CEQA Guidelines Section 15064.5; and Public Resources Code, Section 5097.98, which mandate the process to be followed in the event of an accidental discovery of any human remains in a location other than a dedicated cemetery.
Specifically, California Health and Safety Code, Section 7050.5 requires that if human remains are discovered on a project site, disturbance of the site shall remain halted until the coroner has conducted an investigation into the circumstances, manner, and cause of any death, and recommendations concerning the treatment and disposition of the human remains have been made to the person responsible for the excavation, or to their authorized representative, in the manner provided in Section 5097.98 of the Public Resources Code. If the coroner determines that the remains are not subject to his or her authority and if the coroner recognizes or has reason to believe the human remains to be those of a Native American, he or she shall contact, by telephone within 24 hours, the NAHC. Adherence to these procedures would ensure that the project would not cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5, and impacts would be less than significant.
5d) The GPU PEIR concluded that implementation of GPU Mitigation Framework MM-CR-4 would reduce impacts on paleontological resources to a level less than significant. Review of Figure 4.5-3 of the GPU FEIR determined that the project site is located within an area identified as having high potential for paleontological resources. Therefore, the project would either conduct a paleontological field survey or conduct paleontological monitoring consistent with GPU Mitigation Framework MM-CR-4, which would reduce impacts to a level less than significant.
5e) The GPU EIR concluded that adherence to Conservation Element Policies CE-8.4:
Monitoring and CE-8.6: Coordination with local Tribes would ensure that impacts related to tribal cultural resources would be less than significant.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 665 of 1555 22 Conclusion
With regard to the issue area of cultural/paleontological resources, the following findings can be made:
1) No peculiar impacts to the project or its site have been identified. 2) There are no potentially significant off-site and/or cumulative impacts which were not discussed by the GPU PEIR.
3) No substantial new information has been identified which results in an impact which is more severe than anticipated by the GPU PEIR.
4) Feasible mitigation measures contained within the GPU PEIR (MM-CR-3 and MMCR-4) has be applied to the project to reduce impacts to a level less than significant.
6. ENERGY USE
Discussion
6a) In the preparation and analysis contained in GPU PEIR, City did not specifically address energy use as a separate issue area under CEQA. At the time, Energy Use was contained within Appendix F of the CEQA Guidelines and since then has been moved to the issue areas within Appendix G of the CEQA Guidelines. However, the issue of energy use in general was discussed within the GPU and the GPU PEIR. Policies focus on sustainable architecture and building techniques that reduce emissions of criteria pollutants and GHGs, while protecting public health and contributing to a more sustainable environment. Policies CE-3.2, CE-3.3, CE-3.4, CE-3.6, and CE-3.8 would support this goal by encouraging design and construction of new buildings and upgrades of existing buildings to maximize energy efficiency and reduce GHG. Policy CE-3.12 promotes explorations of future renewable energy sources. Policies CE-3.13 and CE-3.14 would support the goal of promoting energy efficiency by identifying opportunities to implement innovative infrastructure systems that utilize natural ecological processes and working with Sustainability Commission to identify and develop energy efficiency and sustainability programs. The analysis below specifically analyzes the energy use of the project. 6b) The project would slightly increase the demand for electricity and natural gas at the project site, and gasoline consumption in the project area during construction and operation relative to existing conditions. CEQA requires mitigation measures to reduce “wasteful, inefficient and unnecessary” energy usages (Public Resources Code Section 21100, subdivision [b][3]).
Would the project:
Significant
Project
Impact
Impact not
Identified by
GPU PEIR
Substantial
New
Information
a) Result in potentially significant environmental impact due to wasteful, inefficient, or unnecessary
consumption of energy resources, during project
construction or operation?
☐ ☐ ☐
b) Conflict with or obstruct a state or local plan for
renewable energy or energy efficiency? ☐ ☐ ☐
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 666 of 1555 23 Neither the Public Resources Code nor the CEQA Guidelines establish criteria that define wasteful, inefficient, or unnecessary use. Compliance with the California Code of Regulations 2019, Title 24, Part 6 Building Code would result in highly energy-efficient buildings.
Construction
During the grading and construction phases of the project, the primary energy source utilized would be petroleum from construction equipment and vehicle trips. To a lesser extent, electricity would also be consumed for the temporary electric power for as necessary lighting and electronic equipment. Activities including electricity would be temporary and negligible; therefore, electricity use during grading and construction would not result in wasteful, inefficient, or unnecessary consumption of energy. In addition, natural gas is not anticipated to be required during construction of the project. Any minor amounts of natural gas that may be consumed as a result of the project construction would be temporary and negligible and would not have an adverse effect; therefore, natural gas used during grading and construction would also not result in wasteful, inefficient, or unnecessary consumption of energy. The energy needs for the project construction would be temporary and are not anticipated to require additional capacity or increase peak or base period demands for electricity or other forms of energy. Construction equipment use and associated energy consumptions would be typical of that associated with the construction of residential projects of this size in a midtown district setting. Additionally, the project is consistent with the General Plan and Unified Development Code. Therefore, the project’s energy consumption during the grading and construction phase would not be considered wasteful, inefficient, or unnecessary, and impacts would be less than significant.
Operations
6a) Operation of the project would be typical of a coffee shop land and uses natural gas for brewing beverages and space heating as well as water for landscape maintenance activities. The project would meet the California Code of Regulations Title 24 Standards for energy efficiency that are in effect at the time of construction. Furthermore, the project would generate 1,145 ADT, which would not be expected to result in wasteful, inefficient, or unnecessary petroleum usage throughout project operations. The project is consistent with the General Plan and Unified Development Code designation and would result in roughly equivalent or less operational petroleum usage than what has been anticipated within the General Plan. The project would also comply with the City’s Streets and Highways Code Landscape and Lighting Act of 1972 and the water use application using prescriptive compliance option to reduce overall water use on-site.
Therefore, the project would not be expected to result in wasteful, inefficient or unnecessary petroleum usage throughout project operations. Over the lifetime of the project, fuel efficiency of vehicles is expected to increase as older vehicles are replaced with newer, more efficient models. Plus, the State of California is phasing out fossil fuel vehicles in the next 12 years. As such, the amount of petroleum consumed as vehicle trips to and from the project site during operation would decrease over time. State and federal regulations regarding standards for vehicles (e.g., Advanced Clean Cars Program, Corporate Average Fuel Economy Standards) are designed to reduce wasteful, unnecessary, and inefficient use of fuel. The coupling of various State policies and regulations such as the Zero-Emission Vehicles Mandate and Senate Bill 350 would result in the deployment of electric vehicles which would be powered by an increasingly renewable electrical grid. Therefore, operational energy consumption would not be considered wasteful, inefficient, or unnecessary, and impacts would be less than significant.
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 667 of 1555 24 6b) As discussed above, the GPU PEIR did not analyze Energy as a separate issue area under CEQA. Energy was analyzed under the GPU and GPU PEIR and has been incorporated within General Plan Elements. Many of the regulations regarding energy efficiency are focused on increasing the energy efficiency of buildings and renewable energy generation, as well as reducing water consumption and reliance on fossil fuels. The project includes the following energy conservation measures:
Installation of low-flow indoor water fixtures and at least one energyefficient appliance in all residential units, reducing water and energy consumption.
In addition, the project would be consistent with energy reduction policies of the City’s General Plan including policies CE-3.2, CE-3.3, CE-3.4, CE3.6, and CE-3.8. Further, the project would achieve energy reduction through compliance with the most recent Title 24 standards at the time of project construction. Therefore, the project would implement energy reduction design features and comply with the most recent energy building standards consistent with applicable plans and policies.
Therefore, the project would not conflict with or obstruct a state or local plan for renewable energy or energy efficiency, and impacts would be less than significant.
Conclusion
With regard to Energy, the following findings can be made:
1) No peculiar impacts to the project or its site have been identified. 2) There are no potentially significant off-site and/or cumulative impacts which were not discussed by the GPU PEIR.
3) No substantial new information has been identified which results in an impact which is more severe than anticipated by the GPU PEIR.
4) No mitigation measures contained within the GPU PEIR would be required because project specific impacts would be less than significant.
7. GEOLOGY AND SOILS
Would the project:
Significant
Project
Impact
Impact not
Identified by
GPU EIR
Substantial
New
Information
a) Earthquake Fault Zoning Act, hazard zone identified by the Alquist-Priolo ☐ ☐ ☐
b) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving:
i. Rupture of a known earthquake fault, as delineated
on the most recent Alquist Priolo Earthquake Fault
Zoning Map issued by the state geologist for the
area or based on other substantial evidence of a
known fault;
ii. Strong seismic ground shaking; (iii) Seismicrelated ground failure, including liquefaction; or (iv) Landslides?
☐ ☐ ☐
c) Result in substantial soil erosion or the loss of topsoil? ☐ ☐ ☐
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 668 of 1555 25 Discussion
Earth Strata Geotechnical Services, Inc. prepared a technical study for the project, dated June 7, 2023 (Reference 1).
7a)(i) Special Publication 42, Revised 1997, Fault-Rupture Hazards Zones in California, or located on any known active, potentially active, or inactive fault traces. The nearest known active fault is the San Andreas fault zone located about 2.5 miles to the northeast.
Therefore, the project does not expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving rupture of a known earthquake fault, and impacts would be less than significant. 7(a)(ii) The GPU PEIR concluded this impact to be less than significant. To ensure the structural integrity of all buildings and structures, the project must conform to the Seismic Requirements as outlined within the California Building Code (CBC). In addition, a soils compaction report with proposed foundation recommendation would be required to be approved before the issuance of a building permit. Therefore, compliance with the CBC and the County Building Code would ensure that the project would not result in a significant impact.
7a)(iii) To ensure the structural integrity of all buildings and structures, the project must conform to the Seismic Requirements as outlined within the CBC. In addition, a soils compaction report with proposed foundation recommendation would be required to be approved before the issuance of a building permit. Therefore, compliance with the CBC and the County Building Code would ensure that the project would not result in a significant impact.
7a)(iv) The GPU PEIR concluded this impact to be less than significant. Based on the Geotechnical and Infiltration Evaluation, due to the general flat terrain, the potential for seismic induced landslides or slope instabilities is negligible due to site topography and location; therefore, the project would not result in a significant impact.
As previously discussed, the GPU PEIR determined less than significant impacts from exposure to seismic-related hazards and soil stability. As the project would have a less than significant impact, the project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR. d) Be located or occur on a geologic unit or soil that is unstable, or that would become unstable as a result of
the project, and potentially result in on- or off-site
landslide, lateral spreading, subsidence, liquefaction, or collapse; Have soils incapable of adequately
supporting the use of septic tanks or alternative
wastewater disposal systems where sewers are not
available for the disposal of water?
☐ ☐ ☐
e) Be located on expansive soil, as defined in Table 18-1- B of the Uniform Building Code (1994), creating
substantial risks to life or property?
☐ ☐ ☐
f) Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal
systems where sewers are not available for the
disposal of wastewater?
☐ ☐ ☐
Resolution No. 10416 : Request for Conditional Use Permit and Planning R... Page 669 of 1555 26 7b) The GPU PEIR concluded this impact to be less than significant. Based on site reconnaissance and review of published geologic maps, the project site is underlain by alluvial soils that is locally overlain by limited undocumented fill. The alluvium generally consists of interbedded layers of silty sand, poorly graded sand and sandy silt.
However, the project would not result in substantial soil erosion or the loss of topsoil because the project would be required to comply with the grading ordinances of the City, County, and the CBC. Additionally, the project would be required to implement Best Management Practices (BMPs) per the Standard Development Project Storm Water Quality Management Plan to prevent fugitive sediment. As previously discussed, the GPU PEIR determined impacts from soil erosion and topsoil loss to be less than significant. As the project would have a less than significant impact for the reasons detailed above, the project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR.
The GPU PEIR concluded this impact to be less than significant. As previously discussed in 7(a)(iii), due to the general flat terrain, the potential for seismic induced landslides or slope instabilities is negligible due to site topography and location. The potential for liquefaction is considered very low. Therefore, there will be no potentially significant impact related to lateral spreading or liquefaction.
In order to assure that any proposed buildings are adequately supported, a Soils Engineering Report has been and its recommendations will be a part of the building permit process. This report evaluated the strength of underlying soils and made recommendations on the design of building foundation systems.
As previously discussed, the GPU PEIR determined impacts from soil stability to be less than significant. As the project would have a less than significant impact with the incorporation of standard conditions, the project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR. 7c) The GPU PEIR concluded this impact to be less than significant. The project is not underlain by expansive soils. In addition, the project would not result in a significant impact because compliance with the CBC, preparation of a Soils Engineering Report, and implementation of standard engineering techniques would ensure structural safety. As previously discussed, the GPU PEIR determined impacts from expansive soils to be less than significant. As the project would have a less-than-significant impact for the reasons detailed above, the project would be consistent with the analysis within the GPU PEIR because it would not create new impacts, increase impacts, and there is no new information of substantial importance than identified within the GPU PEIR. 7d) The GPU PEIR concluded that GHG emissions under the GPU would be less than all applicable
7e) Significance thresholds, and impacts would be less than significant. Concurrent with adoption of the GPU, the City adopted a CAP that identifies strategies to reduce GHG emissions.
7f) The GPU EIR concluded this impact to be less than significant. As no septic tanks are proposed for this project; no impact would occur.