Agenda packet — Lake Forest City Council, October 15, 2024 (part 10 of 13)

HILLMANN CONSULTING, LLC Date Reported
Date Received
Date Sampled 09/15/2020
2009-00124
Project: RESIDENTIAL-20795 & 20865 CANADA, LAKE
FOREST
09/21/2020
09/16/2020
Method # LUFT GC/MS
QC Reference # 91524 Date Analyzed: 9/16/2020 Technician: SR Samples 001 002 003 004 Results LCS %REC LCS %DUP LCS %RPD
C4-C12 109 108 1 Control Ranges
LCS %REC LCS %RPD
70 - 130 0 - 25 No method blank results were above reporting limit Respectfully Submitted: Ken Zheng - President
For any feedback concerning our services, please contact Jenny Jiang, Project Manager at 951.779.0310. You may also contact Ken Zheng, President at [email protected].

951-779-0310
FDA#
LA City#
ELAP#'s 1650 S. GROVE AVE., SUITE C
ONTARIO, CA 91761
CHEMISTRY · MICROBIOLOGY · FOOD SAFETY · MOBILE LABORATORIES FOOD · COSMETICS · WATER · SOIL · SOIL VAPOR · WASTES
FAX 951-779-0344
2030513
10261
2789
2790
2122
A & R Laboratories, Inc.
www.arlaboratories.com [email protected]

Page 1 of 10 ends

CASE NARRATIVE
Authorized Signature Name / Title (print) Ken Zheng, President Signature / Date Ken ZHeng, President
09/21/2020 10:33:10 Laboratory Job No. (Certificate of Analysis No.) 2009-00134 Project Name / No. RESIDENTIAL-20865 CANADA RD, LAKE FOREST Dates Sampled (from/to) 09/17/20 To 09/17/20
Dates Received (from/to) 09/17/20 To 09/17/20
Dates Reported (from/to) 09/18/20 To 9/21/2020
Chains of Custody Received Yes
Comments:

Subcontracting
Organic Analyses
No analyses sub-contracted
Sample Condition(s)
All samples intact
Positive Results (Organic Compounds)
Sample Analyte Result Qual Units RL Result Qual Units RL SG2-10 Chloroform 0.21 µg/L 0.10
The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

USDA-EPA-NIOSH Testing Food Sanitation Consulting Chemical and Microbiological Analyses and Research 951-779-0310
FDA#
LA City#
ELAP#'s 1650 S. GROVE AVE., SUITE C
ONTARIO, CA 91761
CHEMISTRY · MICROBIOLOGY · FOOD SAFETY · MOBILE LABORATORIES FOOD · COSMETICS · WATER · SOIL · SOIL VAPOR · WASTES
FAX 951-779-0344
2030513
10261
2789
2790
2122
A & R Laboratories, Inc.
www.arlaboratories.com [email protected]

Page 2 of 10 ends

CERTIFICATE OF ANALYSIS
Date Reported
Date Received
Invoice No.

Cust #
Permit Number
Customer P.O.
89726
G073
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
Analysis Result Method Date
09/18/20
09/17/20
Qual Units DF MDL RL Time Tech

GSA ENGINEERING

DAN LOUKS
16950 AVENIDA DE SANTA YNEZ
PACIFIC PALISADES, CA 90272
001 Date & Time Sampled: 09/17/20 @ 11:50 Sample: SG1-10 Sample Matrix: Soil Vapor
[TPH Gasoline by GCMS ]
C4-C12 <5 µg/L LUFT GCMS 1.0 5.0000 10 09/17/20 3:43 SR [VOCs by GCMS]
Acetone <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 3:43 SR t-Amyl Methyl Ether (TAME) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Benzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Bromobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Bromochloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Bromodichloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Bromoform <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Bromomethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR t-Butanol (TBA) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 3:43 SR 2-Butanone (MEK) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 3:43 SR n-Butylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR sec-Butylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR tert-Butylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Carbon Disulfide <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 3:43 SR Carbon Tetrachloride <0.025 µg/L EPA 8260B 1.0 0.0250 0.050 09/17/20 3:43 SR Chlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Chloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Chloroform <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Chloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 2-Chlorotoluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 4-Chlorotoluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Dibromochloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,2-Dibromoethane (EDB) <0.020 µg/L EPA 8260B 1.0 0.0200 0.10 09/17/20 3:43 SR 1,2-Dibromo-3-Chloropropane <0.020 µg/L EPA 8260B 1.0 0.0200 0.10 09/17/20 3:43 SR Dibromomethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,2-Dichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,3-Dichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,4-Dichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Dichlorodifluoromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

Page 3 of 10 ends

CERTIFICATE OF ANALYSIS
Date Reported
Date Received
Invoice No.

Cust #
Permit Number
Customer P.O.
89726
G073
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
Analysis Result Method Date
09/18/20
09/17/20
Qual Units DF MDL RL Time Tech

GSA ENGINEERING

DAN LOUKS
16950 AVENIDA DE SANTA YNEZ
PACIFIC PALISADES, CA 90272
001 Date & Time Sampled: 09/17/20 @ 11:50 Sample: SG1-10 Sample Matrix: Soil Vapor
.....continued
1,1-Dichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,2-Dichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,1-Dichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR cis-1,2-Dichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR trans-1,2-Dichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,2-Dichloropropane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,3-Dichloropropane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 2,2-Dichloropropane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,1-Dichloropropene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR cis-1,3-Dichloropropene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR trans-1,3-Dichloropropene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Diisopropyl Ether (DiPE) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Ethylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Ethyl-t-Butyl Ether (EtBE) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Hexachlorobutadiene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 2-Hexanone <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 3:43 SR Isopropylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 4-Isopropyltoluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Methylene Chloride <0.05 µg/L EPA 8260B 1.0 0.0500 0.1 09/17/20 3:43 SR 4-Methyl-2-Pentanone (MIBK) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 3:43 SR Methyl-t-butyl Ether (MtBE) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Naphthalene <0.032 µg/L EPA 8260B 1.0 0.0320 0.050 09/17/20 3:43 SR n-Propylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Styrene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,1,1,2-Tetrachloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,1,2,2-Tetrachloroethane <0.05 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Tetrachloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Toluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,2,3-Trichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,2,4-Trichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,1,1-Trichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

Page 4 of 10 ends

CERTIFICATE OF ANALYSIS
Date Reported
Date Received
Invoice No.

Cust #
Permit Number
Customer P.O.
89726
G073
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
Analysis Result Method Date
09/18/20
09/17/20
Qual Units DF MDL RL Time Tech

GSA ENGINEERING

DAN LOUKS
16950 AVENIDA DE SANTA YNEZ
PACIFIC PALISADES, CA 90272
001 Date & Time Sampled: 09/17/20 @ 11:50 Sample: SG1-10 Sample Matrix: Soil Vapor
.....continued
1,1,2-Trichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Trichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,2,3-Trichloropropane <0.020 µg/L EPA 8260B 1.0 0.0200 0.10 09/17/20 3:43 SR Trichlorofluoromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Trichlorotrifluoroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,2,4-Trimethylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR 1,3,5-Trimethylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR Vinyl Chloride <0.008 µg/L EPA 8260B 1.0 0.0080 0.050 09/17/20 3:43 SR m,p-Xylenes <0.10 µg/L EPA 8260B 1.0 0.1000 0.20 09/17/20 3:43 SR o-Xylene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 3:43 SR [VOC Vapor Sampling Tracer]
Isopropanol (IPA) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 3:43 SR [VOC Surrogates]
Dibromofluoromethane 100 %REC EPA 8260B 70-130 09/17/20 3:43 SR Toluene-D8 99 %REC EPA 8260B 70-130 09/17/20 3:43 SR
Bromofluorobenzene 96 %REC EPA 8260B 70-130 09/17/20 3:43 SR 002 Date & Time Sampled: 09/17/20 @ 11:40 Sample: SG2-10 Sample Matrix: Soil Vapor
[TPH Gasoline by GCMS ]
C4-C12 <5 µg/L LUFT GCMS 1.0 5.0000 10 09/17/20 4:08 SR [VOCs by GCMS]
Acetone <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:08 SR t-Amyl Methyl Ether (TAME) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Benzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Bromobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Bromochloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Bromodichloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Bromoform <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Bromomethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR t-Butanol (TBA) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:08 SR The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

Page 5 of 10 ends

CERTIFICATE OF ANALYSIS
Date Reported
Date Received
Invoice No.

Cust #
Permit Number
Customer P.O.
89726
G073
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
Analysis Result Method Date
09/18/20
09/17/20
Qual Units DF MDL RL Time Tech

GSA ENGINEERING

DAN LOUKS
16950 AVENIDA DE SANTA YNEZ
PACIFIC PALISADES, CA 90272
002 Date & Time Sampled: 09/17/20 @ 11:40 Sample: SG2-10 Sample Matrix: Soil Vapor
.....continued
2-Butanone (MEK) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:08 SR n-Butylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR sec-Butylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR tert-Butylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Carbon Disulfide <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:08 SR Carbon Tetrachloride <0.025 µg/L EPA 8260B 1.0 0.0250 0.050 09/17/20 4:08 SR Chlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Chloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Chloroform 0.21 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Chloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 2-Chlorotoluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 4-Chlorotoluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Dibromochloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,2-Dibromoethane (EDB) <0.020 µg/L EPA 8260B 1.0 0.0200 0.10 09/17/20 4:08 SR 1,2-Dibromo-3-Chloropropane <0.020 µg/L EPA 8260B 1.0 0.0200 0.10 09/17/20 4:08 SR Dibromomethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,2-Dichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,3-Dichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,4-Dichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Dichlorodifluoromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,1-Dichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,2-Dichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,1-Dichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR cis-1,2-Dichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR trans-1,2-Dichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,2-Dichloropropane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,3-Dichloropropane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 2,2-Dichloropropane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,1-Dichloropropene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR cis-1,3-Dichloropropene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR trans-1,3-Dichloropropene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

Page 6 of 10 ends

CERTIFICATE OF ANALYSIS
Date Reported
Date Received
Invoice No.

Cust #
Permit Number
Customer P.O.
89726
G073
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
Analysis Result Method Date
09/18/20
09/17/20
Qual Units DF MDL RL Time Tech

GSA ENGINEERING

DAN LOUKS
16950 AVENIDA DE SANTA YNEZ
PACIFIC PALISADES, CA 90272
002 Date & Time Sampled: 09/17/20 @ 11:40 Sample: SG2-10 Sample Matrix: Soil Vapor
.....continued
Diisopropyl Ether (DiPE) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Ethylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Ethyl-t-Butyl Ether (EtBE) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Hexachlorobutadiene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 2-Hexanone <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:08 SR Isopropylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 4-Isopropyltoluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Methylene Chloride <0.05 µg/L EPA 8260B 1.0 0.0500 0.1 09/17/20 4:08 SR 4-Methyl-2-Pentanone (MIBK) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:08 SR Methyl-t-butyl Ether (MtBE) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Naphthalene <0.032 µg/L EPA 8260B 1.0 0.0320 0.050 09/17/20 4:08 SR n-Propylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Styrene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,1,1,2-Tetrachloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,1,2,2-Tetrachloroethane <0.05 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Tetrachloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Toluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,2,3-Trichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,2,4-Trichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,1,1-Trichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,1,2-Trichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Trichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,2,3-Trichloropropane <0.020 µg/L EPA 8260B 1.0 0.0200 0.10 09/17/20 4:08 SR Trichlorofluoromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Trichlorotrifluoroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,2,4-Trimethylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR 1,3,5-Trimethylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR Vinyl Chloride <0.008 µg/L EPA 8260B 1.0 0.0080 0.050 09/17/20 4:08 SR m,p-Xylenes <0.10 µg/L EPA 8260B 1.0 0.1000 0.20 09/17/20 4:08 SR o-Xylene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:08 SR [VOC Vapor Sampling Tracer]
The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

Page 7 of 10 ends

CERTIFICATE OF ANALYSIS
Date Reported
Date Received
Invoice No.

Cust #
Permit Number
Customer P.O.
89726
G073
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
Analysis Result Method Date
09/18/20
09/17/20
Qual Units DF MDL RL Time Tech

GSA ENGINEERING

DAN LOUKS
16950 AVENIDA DE SANTA YNEZ
PACIFIC PALISADES, CA 90272
002 Date & Time Sampled: 09/17/20 @ 11:40 Sample: SG2-10 Sample Matrix: Soil Vapor
.....continued
Isopropanol (IPA) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:08 SR [VOC Surrogates]
Dibromofluoromethane 102 %REC EPA 8260B 70-130 09/17/20 4:08 SR Toluene-D8 99 %REC EPA 8260B 70-130 09/17/20 4:08 SR
Bromofluorobenzene 95 %REC EPA 8260B 70-130 09/17/20 4:08 SR 003 Date & Time Sampled: 09/17/20 @ 11:30 Sample: SG3-6 Sample Matrix: Soil Vapor
[TPH Gasoline by GCMS ]
C4-C12 <5 µg/L LUFT GCMS 1.0 5.0000 10 09/17/20 4:32 SR [VOCs by GCMS]
Acetone <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:32 SR t-Amyl Methyl Ether (TAME) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Benzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Bromobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Bromochloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Bromodichloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Bromoform <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Bromomethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR t-Butanol (TBA) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:32 SR 2-Butanone (MEK) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:32 SR n-Butylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR sec-Butylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR tert-Butylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Carbon Disulfide <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:32 SR Carbon Tetrachloride <0.025 µg/L EPA 8260B 1.0 0.0250 0.050 09/17/20 4:32 SR Chlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Chloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Chloroform <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Chloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 2-Chlorotoluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

Page 8 of 10 ends

CERTIFICATE OF ANALYSIS
Date Reported
Date Received
Invoice No.

Cust #
Permit Number
Customer P.O.
89726
G073
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
Analysis Result Method Date
09/18/20
09/17/20
Qual Units DF MDL RL Time Tech

GSA ENGINEERING

DAN LOUKS
16950 AVENIDA DE SANTA YNEZ
PACIFIC PALISADES, CA 90272
003 Date & Time Sampled: 09/17/20 @ 11:30 Sample: SG3-6 Sample Matrix: Soil Vapor
.....continued
4-Chlorotoluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Dibromochloromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,2-Dibromoethane (EDB) <0.020 µg/L EPA 8260B 1.0 0.0200 0.10 09/17/20 4:32 SR 1,2-Dibromo-3-Chloropropane <0.020 µg/L EPA 8260B 1.0 0.0200 0.10 09/17/20 4:32 SR Dibromomethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,2-Dichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,3-Dichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,4-Dichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Dichlorodifluoromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,1-Dichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,2-Dichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,1-Dichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR cis-1,2-Dichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR trans-1,2-Dichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,2-Dichloropropane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,3-Dichloropropane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 2,2-Dichloropropane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,1-Dichloropropene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR cis-1,3-Dichloropropene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR trans-1,3-Dichloropropene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Diisopropyl Ether (DiPE) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Ethylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Ethyl-t-Butyl Ether (EtBE) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Hexachlorobutadiene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 2-Hexanone <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:32 SR Isopropylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 4-Isopropyltoluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Methylene Chloride <0.05 µg/L EPA 8260B 1.0 0.0500 0.1 09/17/20 4:32 SR 4-Methyl-2-Pentanone (MIBK) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:32 SR Methyl-t-butyl Ether (MtBE) <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Naphthalene <0.032 µg/L EPA 8260B 1.0 0.0320 0.050 09/17/20 4:32 SR The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

Page 9 of 10 ends

CERTIFICATE OF ANALYSIS
Date Reported
Date Received
Invoice No.

Cust #
Permit Number
Customer P.O.
89726
G073
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
Analysis Result Method Date
09/18/20
09/17/20
Qual Units DF MDL RL Time Tech

GSA ENGINEERING

DAN LOUKS
16950 AVENIDA DE SANTA YNEZ
PACIFIC PALISADES, CA 90272
003 Date & Time Sampled: 09/17/20 @ 11:30 Sample: SG3-6 Sample Matrix: Soil Vapor
.....continued
n-Propylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Styrene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,1,1,2-Tetrachloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,1,2,2-Tetrachloroethane <0.05 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Tetrachloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Toluene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,2,3-Trichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,2,4-Trichlorobenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,1,1-Trichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,1,2-Trichloroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Trichloroethene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,2,3-Trichloropropane <0.020 µg/L EPA 8260B 1.0 0.0200 0.10 09/17/20 4:32 SR Trichlorofluoromethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Trichlorotrifluoroethane <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,2,4-Trimethylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR 1,3,5-Trimethylbenzene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR Vinyl Chloride <0.008 µg/L EPA 8260B 1.0 0.0080 0.050 09/17/20 4:32 SR m,p-Xylenes <0.10 µg/L EPA 8260B 1.0 0.1000 0.20 09/17/20 4:32 SR o-Xylene <0.050 µg/L EPA 8260B 1.0 0.0500 0.10 09/17/20 4:32 SR [VOC Vapor Sampling Tracer]
Isopropanol (IPA) <0.50 µg/L EPA 8260B 1.0 0.5000 1.0 09/17/20 4:32 SR [VOC Surrogates]
Dibromofluoromethane 102 %REC EPA 8260B 70-130 09/17/20 4:32 SR Toluene-D8 99 %REC EPA 8260B 70-130 09/17/20 4:32 SR
Bromofluorobenzene 96 %REC EPA 8260B 70-130 09/17/20 4:32 SR Respectfully Submitted: Ken Zheng - President
The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

Page 10 of 10 ends

ABBREVIATIONS
DF = Dilution Factor
RL = Reporting Limit, Adjusted by DF
MDL = Method Detection Limit, Adjusted by DF
Qual = Qualifier
Tech = Technician

QUALIFIERS
B = Detected in the associated Method Blank at a concentration above the routine RL.

B1 = BOD dilution water is over specifications . The reported result may be biased high.

D = Surrogate recoveries are not calculated due to sample dilution.

E = Estimated value; Value exceeds calibration level of instrument.

H = Analyte was prepared and/or analyzed outside of the analytical method holding time I = Matrix Interference.

J = Analyte concentration detected between RL and MDL.

Q = One or more quality control criteria did not meet specifications. See Comments for further explanation.

S = Customer provided specification limit exceeded.

As regulatory limits change frequently, A & R Laboratories advises the recipient of this report to confirm such limits with the appropriate federal, state, or local authorities before acting in reliance on the regulatory limits provided.

For any feedback concerning our services, please contact Jenny Jiang, Project Manager at 951.779.0310. You may also contact Ken Zheng, President at [email protected].

The data and information on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon condition that it is not to be reproduced, wholly or in part, for advertising or other purposes without approval from the laboratory.

USDA-EPA-NIOSH Testing Food Sanitation Consulting Chemical and Microbiological Analyses and Research CHEMISTRY · MICROBIOLOGY · FOOD SAFETY · MOBILE LABORATORIES FOOD · COSMETICS · WATER · SOIL · SOIL VAPOR · WASTES
951-779-0310
FDA#
LA City# 1650 S. GROVE AVE., SUITE C ELAP#'s
ONTAIRO, CA 91761
FAX 951-779-0344
2030513
10261
2789
2790
2122
A & R Laboratories, Inc.
www.arlaboratories.com [email protected]

QUALITY CONTROL DATA REPORT

Page 1 of 3 ends

GSA ENGINEERING
PACIFIC PALISADES, CA 90272 Date Reported
Date Received
Invoice No.

Customer #
Date Sampled
89726
G073
09/17/2020
Customer P.O.
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE
FOREST
09/18/2020
09/17/2020
Method # EPA 8260B QC Reference # 91540 Date Analyzed: 9/17/2020 Technician: SR Samples 001 002 003 Results LCS %REC
1,1-Dichloroethene 130 Benzene 120 Chlorobenzene 128 Toluene 120 Trichloroethene 104 Control Ranges
LCS %REC
70 - 130
70 - 130
70 - 130
70 - 130
70 - 130 Method # LUFT GCMS QC Reference # 91542 Date Analyzed: 9/17/2020 Technician: SR Samples 001 002 003 Results LCS %REC C4-C12 124 Control Ranges
LCS %REC
70 - 130
CHEMISTRY · MICROBIOLOGY · FOOD SAFETY · MOBILE LABORATORIES FOOD · COSMETICS · WATER · SOIL · SOIL VAPOR · WASTES
951-779-0310
FDA#
LA City# 1650 S. GROVE AVE., SUITE C ELAP#'s
ONTAIRO, CA 91761
FAX 951-779-0344
2030513
10261
2789
2790
2122
A & R Laboratories, Inc.
www.arlaboratories.com [email protected]

QUALITY CONTROL DATA REPORT

Page 2 of 3 ends

GSA ENGINEERING Date Reported
Date Received
Date Sampled 09/17/2020
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
09/18/2020
09/17/2020
Method blank results
Ref Test Name Result Qualif Units MDL Ref Test Name Result Qualif Units MDL 91540 Acetone <0.50 µg/L 0.50
t-Amyl Methyl Ether (TAME) <0.050 µg/L 0.050 Benzene <0.050 µg/L 0.050 Bromobenzene <0.050 µg/L 0.050 Bromochloromethane <0.050 µg/L 0.050 Bromodichloromethane <0.050 µg/L 0.050 Bromoform <0.050 µg/L 0.050 Bromomethane <0.050 µg/L 0.050 t-Butanol (TBA) <0.50 µg/L 0.50
2-Butanone (MEK) <0.50 µg/L 0.50 n-Butylbenzene <0.050 µg/L 0.050 sec-Butylbenzene <0.050 µg/L 0.050
tert-Butylbenzene <0.050 µg/L 0.050 Carbon Disulfide <0.50 µg/L 0.50 Carbon Tetrachloride <0.025 µg/L 0.025 Chlorobenzene <0.050 µg/L 0.050 Chloroethane <0.050 µg/L 0.050 Chloroform <0.050 µg/L 0.050 Chloromethane <0.050 µg/L 0.050 2-Chlorotoluene <0.050 µg/L 0.050
4-Chlorotoluene <0.050 µg/L 0.050 Dibromochloromethane <0.050 µg/L 0.050 1,2-Dibromoethane (EDB) <0.020 µg/L 0.020
1,2-Dibromo-3-Chloropropane <0.020 µg/L 0.020 Dibromomethane <0.050 µg/L 0.050 1,2-Dichlorobenzene <0.050 µg/L 0.050
1,3-Dichlorobenzene <0.050 µg/L 0.050
1,4-Dichlorobenzene <0.050 µg/L 0.050 Dichlorodifluoromethane <0.050 µg/L 0.050 1,1-Dichloroethane <0.050 µg/L 0.050
1,2-Dichloroethane <0.050 µg/L 0.050
1,1-Dichloroethene <0.050 µg/L 0.050
cis-1,2-Dichloroethene <0.050 µg/L 0.050
trans-1,2-Dichloroethene <0.050 µg/L 0.050
1,2-Dichloropropane <0.050 µg/L 0.050
1,3-Dichloropropane <0.050 µg/L 0.050
2,2-Dichloropropane <0.050 µg/L 0.050
1,1-Dichloropropene <0.050 µg/L 0.050
cis-1,3-Dichloropropene <0.050 µg/L 0.050
trans-1,3-Dichloropropene <0.050 µg/L 0.050 Diisopropyl Ether (DiPE) <0.050 µg/L 0.050 Ethylbenzene <0.050 µg/L 0.050 Ethyl-t-Butyl Ether (EtBE) <0.050 µg/L 0.050 Hexachlorobutadiene <0.050 µg/L 0.050 2-Hexanone <0.50 µg/L 0.50
Isopropylbenzene <0.050 µg/L 0.050
4-Isopropyltoluene <0.050 µg/L 0.050 Methylene Chloride <0.05 µg/L 0.05 4-Methyl-2-Pentanone (MIBK) <0.50 µg/L 0.50 Methyl-t-butyl Ether (MtBE) <0.050 µg/L 0.050 Naphthalene <0.032 µg/L 0.032 n-Propylbenzene <0.050 µg/L 0.050 Styrene <0.050 µg/L 0.050 1,1,1,2-Tetrachloroethane <0.050 µg/L 0.050
1,1,2,2-Tetrachloroethane <0.05 µg/L 0.05 Tetrachloroethene <0.050 µg/L 0.050 Toluene <0.050 µg/L 0.050 1,2,3-Trichlorobenzene <0.050 µg/L 0.050
1,2,4-Trichlorobenzene <0.050 µg/L 0.050
1,1,1-Trichloroethane <0.050 µg/L 0.050
1,1,2-Trichloroethane <0.050 µg/L 0.050 Trichloroethene <0.050 µg/L 0.050 1,2,3-Trichloropropane <0.020 µg/L 0.020 Trichlorofluoromethane <0.050 µg/L 0.050 Trichlorotrifluoroethane <0.050 µg/L 0.050 1,2,4-Trimethylbenzene <0.050 µg/L 0.050
1,3,5-Trimethylbenzene <0.050 µg/L 0.050 Vinyl Chloride <0.008 µg/L 0.008 m,p-Xylenes <0.10 µg/L 0.10 o-Xylene <0.050 µg/L 0.050
Isopropanol (IPA) <0.50 µg/L 0.50
91542 C4-C12 <5 µg/L 5
CHEMISTRY · MICROBIOLOGY · FOOD SAFETY · MOBILE LABORATORIES FOOD · COSMETICS · WATER · SOIL · SOIL VAPOR · WASTES
951-779-0310
FDA#
LA City# 1650 S. GROVE AVE., SUITE C ELAP#'s
ONTAIRO, CA 91761
FAX 951-779-0344
2030513
10261
2789
2790
2122
A & R Laboratories, Inc.
www.arlaboratories.com [email protected]

QUALITY CONTROL DATA REPORT

Page 3 of 3 ends

GSA ENGINEERING Date Reported
Date Received
Date Sampled 09/17/2020
2009-00134
Project: RESIDENTIAL-20865 CANADA RD, LAKE FOREST
09/18/2020
09/17/2020
Respectfully Submitted: Ken Zheng - President
For any feedback concerning our services, please contact Jenny Jiang, Project Manager at 951.779.0310. You may also contact Ken Zheng, President at [email protected].

Limited Subsurface Investigation Report Hillmann Project C3-8120 20865-20795 Canada Road, Lake Forest, California

APPENDIX C
Drilling Logs

DRILL/LITHOLOGIC LOG
BORING/WELL NUMBER B1

PROJECT OWNER
LOCATION 20865 Canada Road, Lake Forest, CA PROJECT NUMBER DATE DRILLED September 15, 2020 TOTAL DEPTH OF HOLE 10 Feet

SURFACE ELEVATION DEPTH TO WATER
SCREEN: DIA. LENGTH SLOT SIZE
CASING: DIA. LENGTH TYPE
DRILLING COMPANY Hillmann DRILL METHOD Hand Auger
DRILLER Dan/Neil LOG BY Dan Louks
DEPTH
(FEET)

WELL CONST PID
(PPM)

SAMPLES SOIL
CLASS

DESCRIPTION/SOIL CLASSIFICATION
(COLOR, TEXTURE, STRUCTURES)

PIPE FILL NUMBER BLOW (USCS)
0-5 <1 B1-5 SM Silty SAND; gray-brown, very fine grained, loose, slightly moist, no odor.
5-10 <1 B1-10 ML Sandy SILT; dark brown, very fine sand, trace clay, occasional thin lenses of Clayey SILT, no odor.

Install Probe SG1 at 10 feet. Seal with bentonite and neat cement to surface.

DRILL/LITHOLOGIC LOG
BORING/WELL NUMBER B2

PROJECT OWNER
LOCATION 20865 Canada Road, Lake Forest, CA PROJECT NUMBER DATE DRILLED September 15, 2020 TOTAL DEPTH OF HOLE 10 Feet

SURFACE ELEVATION DEPTH TO WATER
SCREEN: DIA. LENGTH SLOT SIZE
CASING: DIA. LENGTH TYPE
DRILLING COMPANY Hillmann DRILL METHOD Hand Auger
DRILLER Dan/Neil LOG BY Dan Louks
DEPTH
(FEET)

WELL CONST PID
(PPM)

SAMPLES SOIL
CLASS

DESCRIPTION/SOIL CLASSIFICATION
(COLOR, TEXTURE, STRUCTURES)

PIPE FILL NUMBER BLOW (USCS)
0-4 SM Silty SAND; brown, very fine grained, loose, slightly moist, no odor.
<1 B2-5 CL Silty CLAY; brown, medium plasticity, slightly moist, no odor.
4-6 CL Silty CLAY; brown, medium plasticity, slightly moist, no odor.
7 SW SAND; light brown, very fine to medium grained, poorly sorted, no odor.
8 CL Silty CLAY; brown, low plasticity, slightly moist, no odor. 8-10 <1 B2-10 ML Sandy, Clayey SILT; brown, low plasticity, very fine sand, damp, no odor.

Install Probe SG2 at 10 feet. Seal with bentonite and neat cement to surface.

DRILL/LITHOLOGIC LOG
BORING/WELL NUMBER B3

PROJECT OWNER
LOCATION 20865 Canada Road, Lake Forest, CA PROJECT NUMBER DATE DRILLED September 15, 2020 TOTAL DEPTH OF HOLE 6 Feet

SURFACE ELEVATION DEPTH TO WATER
SCREEN: DIA. LENGTH SLOT SIZE
CASING: DIA. LENGTH TYPE
DRILLING COMPANY Hillmann DRILL METHOD Hand Auger
DRILLER Dan/Neil LOG BY Dan Louks
DEPTH
(FEET)

WELL CONST PID
(PPM)

SAMPLES SOIL
CLASS

DESCRIPTION/SOIL CLASSIFICATION
(COLOR, TEXTURE, STRUCTURES)

PIPE FILL NUMBER BLOW (USCS)
0-2 ML SILT; gray, medium plasticity, some very fine sand, 10% very fine gravel, no odor.
2-4 ML Clayey SILT; brown, low plasticity, slightly moist, no odor. 4-6 <1 B3-6 ML Clayey, Sandy SILT; brown, low plasticity, very fine sand, loose, no odor.

Install Probe SG3 at 6 feet. Seal with bentonite and neat cement to surface.

Limited Subsurface Investigation Report Hillmann Project C3-8120 20865-20795 Canada Road, Lake Forest, California

APPENDIX D
Soil Gas Monitoring Data
Limited Subsurface Investigation Report Hillmann Project C3-8120 20865-20795 Canada Road, Lake Forest, California

SOIL GAS MONITORING DATA FORM
PROJECT:

LOCATION: 20865-20795 Canada Road, Lake Forest, California DATE: September 17, 2020

VAPOR PROBE INFO
PROBE ID SG1 SG2 SG3
PROBE DEPTH (ft) 10 10 6

EXTRACTION DATA
Applied Vacuum (in. WC) <5 <5 <5
FLOW (L/min) 0.2 0.2 0.2
Pore Volumes (borehole - sand pack) 3 3 3

MONITORING DATA
OXYGEN (%) 17.8 18.5 18.7
CARBON DIOXIDE (%) 0.95 0.93 1.33
VOC by PID (ppm) 0.0 0.0 0.0

VAPOR PROBE INFO

PROBE ID
PROBE DEPTH (ft)

EXTRACTION DATA
Applied Vacuum (in. WC)
FLOW (L/min)
Pore Volumes (borehole - sand pack)

MONITORING DATA
OXYGEN (%)
CARBON DIOXIDE (%)
VOC by PID (ppm)
REMARKS:

SAMPLED BY: NH
Limited Subsurface Investigation Report Hillmann Project C3-8120 20865-20795 Canada Road, Lake Forest, California

APPENDIX E
Geophysical Survey Report
Lead Technician Name Date C Below Project No.

Additional Tech(s)
Project Name Project Address
Client Contact
Service Type
Work Summary - Area Dimensions, Surface Conditions, Subsurface Indications Found, Marking Method, Unlocatable Facilities, Etc.

BELOW

SUBSURFACE IMAGING

TECHNICIAN DAILY WORK FORM
14280 EUCLID AVE. CHINO, CA 91710
Office: (888) 90-BELOW
Fax: (909) 606-6555
Ground Penetrating Radar
Utility Locating
CCTV
Utility Locating/GPR
Potholing
Other______________________________

CAUTION
WHEN EXCAVATING WITHIN THE TOLERANCE ZONE (24 INCHES ON EACH SIDE), PERFORM EXCAVATION WITH HAND TOOLS UNTIL THE MARKED FACILITY IS EXPOSED.

FOR CONCRETE AND MASONRY STRUCTURES, DO NOT CUT, CORE OR DRILL WITHIN 3 INCHES OF ANY MARKED INDICATION.

Investigation results provided by C Below, Inc. (CBI), are given in good faith and to the best of our knowledge. However, in the unlikely event that such information proves to be inaccurate, the extent of liability assumed by CBI if any, is limited to the amount billed for labor and materials on the day that the information was provided and alleged to have been inaccurate. The services being provided by CBI do not relieve the Client and/or property owner of the responsibility of having to comply with California Government Code §§4216-4216.9. It is expressly understood by the Client and/or owner that CBI’s services are not a substitute for compliance with the California Code §§4216-4216.9. This daily is based on observations made during a walk-through investigation of the property and is not intended to create any sort of warranty and/or certification that the work performed by the contractor and/or subcontractors was completed in compliance with the governing building codes, architectural plans and specifications or contract documents.

Please Note: Certain low-density material such as PVC and plastic conduit may not be located accurately, if at all, using any investigation method. Always use caution when excavating.

TIME IN TIME OUT REG. HOURS O.T. HOURS TRAVEL TIME
Approved By: ______________________________________________________ Project Contact
_________________________________________________________ Lead Technician Signature
www.cbelow.com
FORM CB-20008 (4/11/2019)
9:30am 4
Attempted to locate possible water tank wthin work area provided by client on site Utilities: water tank, Unknown
Performed GPR scan to locate unknown positive indications and non conductive utilities throughout designated work area Provided direction of utilities and possible edges off structures Marking Methods: (APWA) Uniform Color Code, (CGA) Best Practices Equipment Used: GPR LMX100, Dowsing Rods
Unable to locate a possible abandoned water tank within the work scope but I did find indications for possibly the residents septic tank measuring 10x12 and possible old water pump foundation near the drive way measuring 2x2 Went over findings and any issues or concerns with onsite contact before departing job 2 Steve Guzowski Daniel Montes 20-2742 20865 Canada Road Lake Forrest, Ca 92630 Great Scott Tree Service Inc. Canada Rd. GPR Investigation ✔ 11:30am 08-31-2020

TECHNICIAN DAILY WORK PHOTOS
14280 EUCLID AVE, CHINO, CA 91710
Office: (888) 90-BELOW
Fax: (909) 606-6555
FORM CB-20008 (4/11/2019)
BELOW

SUBSURFACE IMAGING
www.cbelow.com
PHOTO 1 PHOTO 2
PHOTO 3 PHOTO 4
Date C Below Project No.
08-31-2020 20-2742

Preliminary Drainage Report
Griffiths Ranch, LLC
20795 Cañada Road, Lake Forest, CA
i

TABLE OF CONTENTS
SECTION 1 – INTRODUCTION.................................................................................................................... 2

1.1 Background ................................................................................................................................... 2

1.2 Existing and Proposed conditions ................................................................................................. 2 SECTION 2 – Hydrology .............................................................................................................................. 3

2.1 Existing Conditions Hydrology Analysis ........................................................................................ 3

2.2 Proposed Conditions Hydrology Analysis ..................................................................................... 3

2.3 Conclusions ................................................................................................................................... 3

APPENDICES
Appendix A: Previous Studies and Reports
• Encumbrance Map
• NRCS Soil Survey
• Natural Hazard Disclosure Report
• FEMA Flood Zone Map
• OCFCD Drainage Facilities Map
• Glenn Lukos Associates Report
Appendix B: Exhibits
• Hydrology Map (Existing / Proposed)
• Treatment Train Schematic
Appendix C: Calculations
• AES Hydrologic Analyses (2-,25-, 100-Year)
• AES Flood Routing Analysis (100-Year)
Appendix D: Geotechncial Documents
• Geotechnical Report
Griffiths Ranch, LLC Preliminary Drainage Report
20795 Cañada Road, Lake Forest, CA
2 SECTION 1 – INTRODUCTION

1.1 BACKGROUND
The Project Site is 2.00 acres and is located within the City of Lake Forest, CA, at the southwest corner of Dimension Drive and Linear Lane. It is bound by existing light industrial development on the north and south. Existing Serrano Creek (Orange County Public Works Facility F19 per the OCFCD Drainage Facilities Map) runs east-west, through the length of the Project Site. In existing conditions, runoff from the Project Site sheet flows directly into Serrano Creek.

The Project site is currently zoned for a combination of A-1 agricultural and M-1 light industrial uses.

There is one residential and an old barn.

The Project Site is within FEMA flood zone AE and X per the Natural Hazard Disclosure Report prepared for the property by First American. A LOMR was recently filed ((LOMR 17-09-1011P, effective date 7/16/18) for the segment of Serrano Creek within the property which lowered the elevation of the regulatory floodway by several feet. The Creek portion of the site remains within Zone AE; the upper portion of the site within the proposed improvement area is in Zone X.

Glenn Lukos Associates prepared a Jurisdiction Limits report for the portion of Serrano Creek which runs through the site and found that The limits of CDFW jurisdiction extend to the top of the Serrano Creek bank, or to edge of the canopy of associated riparian vegetation that is rooted at the top of bank or below top of bank and that the limits of Corps jurisdiction is located at the the Ordinary High Water Mark (OHWM), which coincides with the top of bank.

Soil Type D (Per NRCS Soil Survey), Serrano Creek runs through the Site and is susceptible to erosion. Soils are primarily Sandy Loam and Sorrento Loam along the top and upper banks along Serrano Creek and with Riverwash (sandy gravelly alluvium) located along the bottom of the Creek.

See Appendix A for Encumbrance Map, NRCS Soil Survey, Natural Hazard Disclosure Report, FEMA Flood Zone Map, OCFCD Drainage Facilities Map, and Glenn Lukos Associates Report.

1.2 EXISTING AND PROPOSED CONDITIONS
In existing condition, the majority of the Project site generally drains northwest and sheet flows into Serrano Creek. A small portion of the site is on the opposite side of Serrano Creek and sheets flows south, directly into the Creek. Other than off-site flows within Serrano Creek, the site does not receive run-on from adjacent properties. Offsite flow is captured by existing catch basins that direct flow through existing pipes under the site. These pipes discharge into the creek in previously permitted and installed outfalls. The assumption was confirmed by visual observations during a field visit on February 7, 2020. On-site soils are highly compacted and there are no catch basins, area drains, underground storm drain conduits, and no locations of concentrated storm water outlets into Serrano Creek. The Project intends to maintain existing grades and drainage patterns across the site.

The existing residential structure and one storage structure will remain in the proposed condition.

Gravel will be laid over a large portion of the site to stabilize the existing native surface and allow for all-weather access and parking for Great Scott Tree Service vehicles. The existing residential Griffiths Ranch, LLC Preliminary Drainage Report
20795 Cañada Road, Lake Forest, CA
3 structure will be converted into office space for Great Scott Tree Service, Inc., and a minimum parking lot constructed for office employee parking.

In the improved condition flows will be directed into bio-swales that runs along the perimeter of the project site (closest to Serrano Creek). The bio-swales will be utilized for further cleansing of the storm flows with particular focus on removal of organics through surface contact. The bio-swales will be underlain with an underdrain. The underdrain from each bio-swale will pipe flow and then discharge into a detention basin at the southwest of the project. The detention based was sized to capture peak storm flows and attenuate the Q100 by a minimum of 38%. After attenuation the flows will exit the basin through an underdrain that will discharge into the nearby Serrano Creek via an existing CSP pipe. A schematic of the drainage system can be seen in Appendix B.

SECTION 2 – HYDROLOGY

2.1 EXISTING CONDITIONS HYDROLOGY ANALYSIS
The site is divided into six onsite and two offsite distinct drainage areas, with the onsite areas sheet flowing into Serrano Creek and the offsite areas draining to existing storm drains that cross under the site into Serrano Creek. Serrano Creek has headwaters in the Santa Ana Mountains and is a channelized, natural water course as it flows southwest, through the mountains and urbanized areas of the City of Lake Forest. Serrano Creek confluences with La Cañada Channel and San Diego Creek prior to flowing into the estuaries of Upper and Lower Newport Bay, and the Pacific Ocean.

Existing and proposed conditions on the site are anticipated to result in similar Stormwater runoff rates due to minimal proposed grading, improvements, or changes to impervious. Existing site imperviousness is approximately 41%.

The existing site was separated into onsite and offsite flows that currently drain into Serrano Creek.

All offsite flows are captured by inlets which are routed under the site and expelled into the creek.

Remaining flows onsite primarily sheet flow into the creek. For reference see the Existing Hydrology Map in Appendix B. All existing flows were measured and compared at the most downstream collection point. Results have been compared with the proposed conditions and are summarized in Section 2.3.

2.2 PROPOSED CONDITIONS HYDROLOGY ANALYSIS
The proposed condition of the site is divided into three distinct drainage areas, which can be seen on the Proposed Hydrology Map in Appendix B. In the proposed condition, all offsite flows will still be captured by inlets which then outlet into Serrano Creek. Proposed imperviousness will be decreased to approximately 8%. As part of the proposed improvements, the Project will place approximately 40,800 square feet of gravel over native soil for vehicle parking and access. The onsite flows will now be rerouted to drain from the gravel to proposed vegetated swales located along the westerly edge of the site. The swales will allow for water treatment before entering underground storm drain which then outlets into a proposed detention system located at the southwest of the site. During peak flows this detention system will fill and discharge flow through an outflow pipe into Serrano Creek.

The site has been modeled in AES and simulated using the 2-year, 25-year, and 100-year storm events. The results can be seen in the next section. Due to erosion issues along Serrano Creek, Griffiths Ranch, LLC Preliminary Drainage Report
20795 Cañada Road, Lake Forest, CA
4 future developments have been requested to reduce the site runoff into the creek by 38% through detention. The onsite detention basin has been designed to capture peak flows from onsite only, and reduce this flow by the minimum 38% required. Current design has mitigated onsite flows for a 100-year storm event from 7.73 cfs to 4.60 cfs as shown in the flood routing calculations found in Appendix C and summarized below in the Mitigated Flow Summary Table. This results in a peak flow reduction of 40.5%.
2-year event hydrologic calculations provided in the Conceptual WQMP (separate report) show that the project will not result in a Hydrologic Condition of Concern. Refer to Conceptual WQMP (separate report).

Additional detailed drainage analysis will be provided in the final drainage report.

2.3 CONCLUSION
The site was divided into distinct drainage areas for the existing condition and for the proposed condition. The drainage areas were determined for each condition using information gathered from contours, built and proposed infrastructure, and site visit conducted on February 7th, 2020. A 300 foot flow path limit was also imposed in accordance with the Orange County Hydrology Manual. The existing and proposed exhibits can be seen in Appendix B. The site was modeled in AES and simulated using the 2-year, 25-year, and 100-year storm event. Serrano Creek flows were measured and compared at the most downstream collection point. A summary of results can be seen below for on-site unmitigated and mitigated flows.

Unmitigated Flow Summary Table (no detention basin in analysis) Q2 (cfs) Q25 (cfs) Q100 (cfs) Tc2 (min) Tc25 (min) Tc100 (min) Existing Condition 5.40 12.36 16.02 10.79 10.10 9.81
Proposed Condition 5.31 12.46 16.25 9.82 9.22 9.06
Proposed Condition
(without offsite flow) 2.50 5.89 7.73 9.46 8.93 8.80
Note: Existing and Proposed flows include offsite flows.

Mitigated Flow Summary Table (with detention basin in analysis) Q2 (cfs) %
Reduction
Q25 (cfs) %
Reduction
Q100 (cfs) %
Reduction
Proposed Condition at
Node 405

1.40 44.0% 3.50 40.6% 4.60 40.5%
As seen in the Mitigated Flow Summary Table above, the amount of runoff entering Serrano Creek during the proposed condition does not exceed that of the existing condition. This is due to the underground storage chambers within the project area. Additionally, the difference in time of concentration between the existing and proposed condition can be considered negligible.

Griffiths Ranch, LLC Preliminary Drainage Report
20795 Cañada Road, Lake Forest, CA
5 APPENDIX A
Previous Studies and Reports
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
Orange County and
Part of Riverside
County, California
Natural
Resources
Conservation
Service
December 6, 2019
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 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 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 Orange County and Part of Riverside County, California................................14 142—Cieneba sandy loam, 30 to 75 percent slopes, eroded..................... 14 176—Myford sandy loam, 15 to 30 percent slopes.....................................15 191—Riverwash..........................................................................................16 207—Sorrento loam, 2 to 9 percent slopes, warm MAAT, MLRA 19...........17 References............................................................................................................20 4 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 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 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 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 9
Custom Soil Resource Report
Soil Map
3724650 3724700 3724750 3724800 3724850 3724900 3724950 3724650 3724700 3724750 3724800 3724850 3724900 3724950 437150 437200 437250 437300 437350 437400 437450 437500 437550 437600 437650 437150 437200 437250 437300 437350 437400 437450 437500 437550 437600 437650 33° 39' 46'' N
117° 40' 41'' W
33° 39' 46'' N
117° 40' 20'' W
33° 39' 34'' N
117° 40' 41'' W
33° 39' 34'' N
117° 40' 20'' W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 0 100 200 400 600
Feet
0 35 70 140 210
Meters
Map Scale: 1:2,460 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: Orange County and Part of Riverside County, California
Survey Area Data: Version 13, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Jan 3, 2015—Jan 17, 2015
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 142 Cieneba sandy loam, 30 to 75
percent slopes, eroded

0.3 3.9%
176 Myford sandy loam, 15 to 30
percent slopes

0.1 1.1%
191 Riverwash 4.6 57.3%
207 Sorrento loam, 2 to 9 percent
slopes, warm MAAT, MLRA
19 3.0 37.7%
Totals for Area of Interest 8.0 100.0%
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.

Custom Soil Resource Report
12 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, 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
13 Orange County and Part of Riverside County, California 142—Cieneba sandy loam, 30 to 75 percent slopes, eroded Map Unit Setting
National map unit symbol: hcml
Elevation: 500 to 4,000 feet
Mean annual precipitation: 12 to 35 inches
Mean annual air temperature: 57 to 64 degrees F
Frost-free period: 200 to 300 days
Farmland classification: Not prime farmland
Map Unit Composition
Cieneba and similar soils: 65 percent
Minor components: 35 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Cieneba
Setting
Landform: Hills
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Concave, convex
Across-slope shape: Convex
Parent material: Residuum weathered from granite
Typical profile
H1 - 0 to 7 inches: sandy loam
H2 - 7 to 59 inches: weathered bedrock
Properties and qualities
Slope: 30 to 75 percent
Depth to restrictive feature: 4 to 20 inches to paralithic bedrock Natural drainage class: Somewhat excessively drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Very low (about 1.1 inches) Interpretive groups
Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: D
Ecological site: SHALLOW LOAMY (1975) (R019XD060CA)
Hydric soil rating: No
Minor Components
Cieneba, uneroded
Percent of map unit: 10 percent
Hydric soil rating: No
Custom Soil Resource Report
14 Vista, sandy loam
Percent of map unit: 5 percent
Hydric soil rating: No
San andreas, sandy loam
Percent of map unit: 5 percent
Hydric soil rating: No
Soper, cobbly loam
Percent of map unit: 5 percent
Hydric soil rating: No
Calleguas, clay loam
Percent of map unit: 5 percent
Hydric soil rating: No
Tollhouse
Percent of map unit: 2 percent
Hydric soil rating: No
Rock outcrop
Percent of map unit: 2 percent
Hydric soil rating: No
Blasingame, loam
Percent of map unit: 1 percent
Hydric soil rating: No
176—Myford sandy loam, 15 to 30 percent slopes
Map Unit Setting
National map unit symbol: hcnp
Elevation: 1,500 feet
Mean annual precipitation: 12 to 20 inches
Mean annual air temperature: 63 degrees F
Frost-free period: 270 to 350 days
Farmland classification: Not prime farmland
Map Unit Composition
Myford and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Myford
Setting
Landform: Terraces
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Riser
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium derived from mixed
Custom Soil Resource Report
15 Typical profile
H1 - 0 to 12 inches: sandy loam
H2 - 12 to 18 inches: sandy clay
H3 - 18 to 28 inches: sandy clay loam
H4 - 28 to 71 inches: sandy clay loam
H5 - 71 to 79 inches: sandy loam
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: About 12 inches to abrupt textural change Natural drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Available water storage in profile: Very low (about 1.4 inches) Interpretive groups
Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: D
Ecological site: CLAYPAN (1975) (R019XD061CA)
Hydric soil rating: No
Minor Components
Myford, sandy loam, eroded
Percent of map unit: 5 percent
Hydric soil rating: No
Myford, less sloping or steeper
Percent of map unit: 5 percent
Hydric soil rating: No
Cieneba, sandy loam
Percent of map unit: 3 percent
Hydric soil rating: No
Yorba, gravelly sandy loam
Percent of map unit: 2 percent
Hydric soil rating: No
191—Riverwash
Map Unit Composition
Riverwash: 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Custom Soil Resource Report
16 Description of Riverwash
Setting
Landform: Fans
Parent material: Sandy and gravelly alluvium
Typical profile
C1 - 0 to 6 inches: gravelly sand
C2 - 6 to 60 inches: stratified gravelly coarse sand to sandy loam Properties and qualities
Slope: 0 to 5 percent
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr)
Depth to water table: About 0 to 24 inches
Frequency of flooding: Frequent
Available water storage in profile: Very low (about 2.9 inches) Interpretive groups
Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8w
Hydric soil rating: Yes
207—Sorrento loam, 2 to 9 percent slopes, warm MAAT, MLRA 19 Map Unit Setting
National map unit symbol: 2tz0c
Elevation: 0 to 1,340 feet
Mean annual precipitation: 12 to 18 inches
Mean annual air temperature: 62 to 66 degrees F
Frost-free period: 320 to 365 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Sorrento and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Sorrento
Setting
Landform: Alluvial fans
Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium derived from sedimentary rock Typical profile
A - 0 to 12 inches: loam
AB - 12 to 37 inches: silty clay loam
Bk - 37 to 62 inches: silty clay loam
Custom Soil Resource Report
17 2C - 62 to 72 inches: sandy loam
Properties and qualities
Slope: 2 to 9 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.60 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Available water storage in profile: High (about 11.6 inches) Interpretive groups
Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: C
Ecological site: LOAMY (1975) (R019XD029CA)
Hydric soil rating: No
Minor Components
Mocho
Percent of map unit: 7 percent
Landform: Alluvial fans
Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
Botella
Percent of map unit: 2 percent
Landform: Alluvial fans
Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
Down-slope shape: Linear
Across-slope shape: Linear
Ecological site: LOAMY (1975) (R019XD029CA)
Hydric soil rating: No
Pico
Percent of map unit: 2 percent
Landform: Alluvial fans
Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
Garretson
Percent of map unit: 2 percent
Landform: Alluvial fans
Custom Soil Resource Report
18 Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
Anacapa
Percent of map unit: 2 percent
Landform: Alluvial fans
Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
Custom Soil Resource Report
19 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 20 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
21 This map is provided for convenience only to show the approximate location of the Property and is not based on a field survey.

This COMMERCIAL PROPERTY DISCLOSURE REPORT contains

THIS REPORT PROVIDES THE STATUTORY DISCLOSURES MANDATED BY CALIFORNIA LAWS SPECIFIED HEREIN AND DELIVERY OF THIS REPORT AND THE EXECUTED STATUTORY FORM IS SUFFICIENT TO MEET THE SAFE HARBOR FOR THE SELLER AND SELLER'S AGENT. THIS REPORT ALSO CONTAINS OTHER IMPORTANT DISCLOSURES AND INFORMATION. SELLER AND SELLER'S AGENT MAY HAVE ADDITIONAL RESPONSIBLITIES FOR CERTAIN DISCLOSURES WITHIN THEIR ACTUAL KNOWLEDGE.

FANHD Commercial Property Disclosure Reports
Map of Statutory Natural Hazards
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 1 of 23

ADDENDUM FOR ASSESSOR PARCEL NUMBERS
This Addendum pertains solely to Report No. 2419042 dated Friday, January 25, 2019(“Report Date”) for disclosure information with respect to the Property, situated in the County of ORANGE, State of California, as collectively constituted by only those 2 assessor parcel numbers (“APN”) and geographic boundaries thereof listed below as provided to the Company on said Report Date:
610-301-20 610-301-07
Responses contained in this Report pertain only to Property as identified above and to no others pursuant to a Transaction. This Report should not to be used for, and liability shall not be applicable to, any transaction involving any fewer or any other parcels than those identified above. For liability purposes a Report should be ordered for an individual parcel should it be sold separately from other parcels in a separate transaction.

This Addendum is attached hereto and made a part of Report No. 2419042 as of this reference and is subject to the Terms and Conditions contained herein.
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 2 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
Natural Hazard Disclosure ("NHD") Statement
and Acknowledgment of Receipt
The transferor and his or her agent(s) or a third-party consultant disclose the following information with the knowledge that even though this is not a warranty, prospective transferees may rely on this information in deciding whether and on what terms to purchase the Property. Transferor hereby authorizes any agent(s) representing any principal(s) in this action to provide a copy of this statement to any person or entity in connection with any actual or anticipated sale of the Property.

The following are representations made by the transferor and his or her agent(s) or a third-party consultant based on their knowledge and maps drawn by the State.

This information is a disclosure and is not intended to be part of any contract between the transferee and the transferor. THIS REAL PROPERTY LIES WITHIN THE FOLLOWING HAZARDOUS AREA(S):

A SPECIAL FLOOD HAZARD AREA (Any type Zone "A" or "V") designated by the Federal Emergency Management Agency Yes X No Do not know and information not available from local jurisdiction AN AREA OF POTENTIAL FLOODING shown on a dam failure inundation map pursuant to Section 8589.5 of the Government Code.

Yes No X Do not know and information not available from local jurisdiction A VERY HIGH FIRE HAZARD SEVERITY ZONE pursuant to Section 51178 or 51179 of the Government Code. The owner of this Property is subject to the maintenance requirements of Section 51182 of the Government Code.

Yes No X
A WILDLAND AREA THAT MAY CONTAIN SUBSTANTIAL FOREST FIRE RISK AND HAZARDS pursuant to Section 4125 of the Public Resources Code. The owner of this Property is subject to the maintenance requirements of Section 4291 of the Public Resources Code. Additionally, it is not the state's responsibility to provide fire protection services to any building or structure located within the wildlands unless the Department of Forestry and Fire Protection has entered into a cooperative agreement with a local agency for those purposes pursuant to Section 4142 of the Public Resources Code.

Yes No X
AN EARTHQUAKE FAULT ZONE pursuant to Section 2622 of the Public Resources Code.

Yes No X
A SEISMIC HAZARD ZONE pursuant to Section 2696 of the Public Resources Code.

Yes (Landslide Zone) Yes (Liquefaction Zone) X
No Map not yet released by state

THESE HAZARDS MAY LIMIT YOUR ABILITY TO DEVELOP THE REAL PROPERTY, TO OBTAIN INSURANCE, OR TO RECEIVE ASSISTANCE AFTER A DISASTER. THE MAPS ON WHICH THESE DISCLOSURES ARE BASED ESTIMATE WHERE NATURAL HAZARDS EXIST. THEY ARE NOT DEFINITIVE INDICATORS OF WHETHER OR NOT A PROPERTY WILL BE AFFECTED BY A NATURAL DISASTER. TRANSFEREE(S) AND TRANSFEROR(S) MAY WISH TO OBTAIN PROFESSIONAL ADVICE REGARDING THOSE HAZARDS AND OTHER HAZARDS THAT MAY AFFECT THE PROPERTY.

Signature of Transferor(s) Date Signature of Transferor(s) Date Signature of Agent Date Signature of Agent Date
X Transferor(s) and their agent(s) represent that the information herein is true and correct to the best of their knowledge as of the date signed by the transferor(s) and agent(s).

X Transferor(s) and their agent(s) acknowledge that they have exercised good faith in the selection of a third-party report provider as required in Civil Code Section 1103.7, and that the representations made in this Natural Hazard Disclosure Statement are based upon information provided by the independent third-party disclosure provider as a substituted disclosure pursuant to Civil Code Section 1103.4. Neither transferor(s) nor their agent(s) (1) has independently verified the information contained in this statement and Report or (2) is personally aware of any errors or inaccuracies in the information contained on the statement. This statement was prepared by the provider below:

Third-Party Disclosure Provider(s) FIRST AMERICAN PROFESSIONAL REAL ESTATE SERVICES, INC. OPERATING THROUGH ITS FANHD DIVISION.

Date 25 January 2019
Transferee represents that he or she has read and understands this document. Pursuant to Civil Code Section 1103.8, the representations in this Natural Hazard Disclosure Statement do not constitute all of the transferor's or agent's disclosure obligations in this transaction.

Signature of Transferee(s) Date Signature of Transferee(s) Date TRANSFEREE(S) REPRESENTS ABOVE HE/SHE HAS RECEIVED, READ AND UNDERSTANDS THE COMPLETE FANHD DISCLOSURE REPORT DELIVERED WITH THIS SUMMARY:

A. Commercial Natural Hazard Disclosure Report.

B. Additional Property-specific Statutory Disclosures: Former Military Ordnance Site, Airport Influence Area, Airport Noise, San Francisco Bay Conservation and Development District Jurisdiction (in S.F. Bay counties only).

C. Additional County and City Regulatory Determinations as applicable: Airports, Avalanche, Blow Sand, Coastal Zone, Dam/Levee Failure Inundation, Debris Flow, Erosion, Flood, Fault Zone, Fire, Groundwater, Landslide, Liquefaction, Methane Gas, Mines, Naturally Occurring Asbestos, Redevelopment Area, Right to Farm, Runoff Area, Seiche, Seismic Shaking, Seismic Ground Failure, Slope Stability, Soil Stability, Subsidence, TRPA, Tsunami.

D. General advisories: Methamphetamine Contamination, Mold, Radon, Endangered Species Act, Abandoned Mines, Oil & Gas Wells, Tsunami Maps (coastal only), Non-residential Building Energy Use.

E. Government Guides in Combined Booklet with Report. Refer to Booklet: Commercial Property Owner's Guide to Earthquake Safety. Government Guides are also available on the Company's "Electronic Bookshelf" at http://wwww.disclosures.com/. ©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 3 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
Table of Contents
Map of Statutory Natural Hazards.................................................................................. 1 Multiple Parcel Detail...................................................................................................... 2 Statutory NHD Statement and Acknowledgment of Receipt...........................................3 Table of Contents............................................................................................................4 Summary of Disclosure Determinations......................................................................... 5-6 NHD Report.................................................................................................................... 7-21 Terms and Conditions..................................................................................................... 22-23 ©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 4 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

PROPERTY DISCLOSURE SUMMARY - READ FULL REPORT
Statutory
NHD Determinations IN
NOT
IN
Map
N/A* Property is:

NHD
Report
page:

Flood X IN a Special Flood Hazard Area. The Property is IN a FEMAdesignated Flood Zone(s) AE, X. 7 Dam X NOT IN an area of potential dam inundation. 7
Very High Fire Hazard Severity X NOT IN a very high fire hazard severity zone. 8 Wildland Fire Area X Not in a wildland-state responsibility area. 8 Fault X NOT IN an earthquake fault zone designated pursuant to the Alquist-Priolo Act.
9 Landslide X NOT IN an area of earthquake-induced land sliding designated pursuant to the Seismic Hazard Mapping Act.
9 Liquefaction X IN an area of potential liquefaction designated pursuant to the Seismic Hazard Mapping Act.
9 County-level NHD Determinations IN
NOT
IN
Map
N/A* Property is:

NHD
Report
page:

Tsunami X NOT IN a mapped tsunami runup area 11
Ground Shaking X IN Seismic Shaking Zone B, a mapped relative seismic shaking zone with intermediate shaking potential.
11 Expansive Soils X IN a mapped area with low soil expansivity potential 12 Fault X NOT WITHIN one-eighth of one mile of a mapped fault trace 11 Liquefaction X NOT IN an area of high or moderate liquefaction potential 11 Landslide X IN an area of moderately low (Zone 2) or very low potential (Zone 1) for massive bedrock landslides under earthquake conditions. 11 Debris Flow X NOT IN a mapped source area of high propensity for either muddebris flow or rock fall during periods of exceptionally high rainfall or during seismic shaking
11 City-level NHD Determinations IN
NOT
IN
Map
N/A* Property is:

NHD
Report
page:

Fire Hazard X NOT IN a mapped Fire Hazard Area. 13
Additional Statutory Disclosures IN
NOT
IN
Map
N/A* Property is:

NHD
Report
page:

Former Military Ordnance X NOT WITHIN one mile of a formerly used ordnance site. 14 Airport Influence Area X NOT IN an airport influence area. 15 Airport Noise Area for 65 Decibel X NOT IN a delineated 65 dB CNEL or greater aviation noise zone. 16 General Advisories Description
NHD
Report
page:

Methamphetamine Contamination Provides an advisory that a disclosure may be required pursuant to the "Methamphetamine Contaminated Property Cleanup Act of 2005".
17 Mold Provides an advisory that all prospective purchasers of residential and commercial property should thoroughly inspect the subject property for mold and sources for additional information on the origins of and the damage caused by mold.
18 Radon Provides an advisory on the risk associated with Radon gas concentrations. 19 Endangered Species Provides an advisory on resources to educate the public on locales of endangered or threatened species.
19 Abandoned Mines Provides an advisory on resources to educate the public on the hazards posed by, and some of the general locales of, abandoned mines.
20 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 5 of 23 General Advisories Description
NHD
Report
page:

Oil and Gas Wells Provides an advisory on the potential existence of oil and gas wells and sources for additional general and/or specific information.
20 Tsunami Map Advisory Provides an advisory about maximum tsunami inundation maps issued for jurisdictional emergency planning.
21 Determined by First American Professional Real Estate Services, Inc.

For more detailed information as to the foregoing determinations, please read this entire Report.

FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 6 of 23 Natural Hazard Disclosure Report
Part 1. State Defined Natural Hazard Zones
Statutory Natural Hazard Disclosures
Section 1103 of the California Civil Code mandates the disclosure of six (6) natural hazard zones if the Property is located within any such zone. Those six "statutory" hazard zones, disclosed on the Natural Hazard Disclosure Statement ("NHDS") on Page one of this Report, are explained below. Note that the NHDS does not provide for informing buyers if a property is only partially within any of the delineated zones or provide additional flood zone information which could be very important to the process. The following summary is intended to give buyers additional information they may need to help them in the decision-making process and to place the information in perspective.

SPECIAL FLOOD HAZARD AREA
DISCUSSION: Property in a Special Flood Hazard Area (any type of Zone "A" or "V" as designated by the Federal Emergency Management Agency ("FEMA") is subject to flooding in a "100-year rainstorm." Federally connected lenders require homeowners to maintain flood insurance for buildings in these zones. A 100-year flood occurs on average once every 100 years, but may not occur in 1,000 years or may occur in successive years. According to FEMA, a home located within a SFHA has a 26% chance of suffering flood damage during the term of a 30-year mortgage. Other types of flooding, such as dam failure, are not considered in developing these zones. Flood insurance for properties in Zones B, C, D, X, X500, and X500_Levee is available but is not required.

Zones A, AO, AE, AH, AR, A1-A30: Area of "100-year" flooding - a 1% or greater chance of annual flooding.

Zone A99: An “adequate progress” determination for flood control system construction projects that, once completed, may significantly limit the area of a community that will be included in the Special Flood Hazard Area (SFHA). Such projects reduce but do not eliminate, the risk of flooding to people and structures in “levee-impacted” areas, and allow mandatory flood insurance to be available at a lower cost.

Zones V, V1-V30: Area of "100-year" flooding in coastal (shore front) areas subject to wave action.

Zone B: Area of moderate flood risk. These are areas between the "100" and "500" year flood-risk levels.

Zones C, D: NOT IN an area of "100-year" flooding. Area of minimal (Zone C) or undetermined (Zone D) flood hazard.

Zones X: An area of minimal flood risk. These are areas outside the "500" year flood-risk level.

Zone X500: An area of moderate flood risk. These are areas between the "100" and "500" year flood-risk levels.

Zone X500_LEVEE: An area of moderate flood risk that is protected from "100-year flood" by levee and that is subject to revision to high risk (Zone A) if levee is decertified by FEMA.

Zone N: Area Not Included, no flood zone designation has been assigned or not participating in the National Flood Insurance Program.

Notice: The Company is not always able to determine if the Property is subject to a FEMA Letter of Map Revision ("LOMR") or other FEMA letters of map change. If Seller is aware that the Property is subject to a LOMR or other letters of map change, the Seller shall disclose the map change and attach a copy of the FEMA letter(s) to the Report. Contact FEMA at http://msc.fema.gov for additional information.

For more information about flood zones, visit:
http://www.floodsmart.gov/floodsmart/pages/flooding_flood_risks/defining_flood_risks.jsp PUBLIC RECORD: Official Flood Insurance Rate Maps ("FIRM" ) compiled and issued by the Federal Emergency Management Agency ("FEMA") pursuant to 42 United States Code §4001, et seq.

AREA OF POTENTIAL FLOODING (DAM FAILURE)
DISCUSSION: Local governmental agencies, utilities, and owners of certain dams are required to prepare and submit inundation maps for review and approval by the California Office of Emergency Services ("OES"). A property within an Area of Potential Flooding Caused by Dam Failure is subject to potential flooding in the event of a sudden and total dam failure with a full reservoir.

Such a failure could result in property damage and/or personal injury. However, dams rarely fail instantaneously and reservoirs are not always filled to capacity. Please note that not all dams (such as federally controlled dams) located within the state have been included within these dam inundation zones. Also these maps do not identify areas of potential flooding resulting from storms or other causes.

PUBLIC RECORD: Official dam inundation maps or digital data thereof made publicly available by the State of California Office of Emergency Services ("OES") pursuant to California Government Code §8589.5. ©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 7 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ)
DISCUSSION: VHFHSZs can be defined by the California Department of Forestry and Fire Protection ("Calfire") as well as by local fire authorities within "Local Responsibility Areas" where fire suppression is the responsibility of a local fire department.

Properties located within VHFHS Zones may have a higher risk for fire damage and, therefore, may be subject to (i) additional construction requirements such as a "Class A" roof for new construction or replacement of existing roofs; and (ii) additional maintenance responsibilities such as adequate vegetation clearance near the structure, spark screens on chimneys and stovepipes, leaf removal from roofs, and other basic fire-safety practices. Contact the local fire department for a complete list of requirements and exceptions.

PUBLIC RECORD: Maps issued by Calfire pursuant to California Government Code § 51178 recommending VHFHSZs to be adopted by the local jurisdiction within its Local Responsibility Area, or VHFHSZs adopted by the local jurisdiction within the statutory 120-day period defined in California Government Code § 51179.

WILDLAND FIRE AREA (STATE RESPONSIBILITY AREA)
DISCUSSION: The State Board of Forestry classifies all lands within the State of California based on various factors such as ground cover, beneficial use of water from watersheds, probable damage from erosion, and fire risks. Fire prevention and suppression in all areas which are not within a Wildland - State Responsibility Area ("WSRA") is primarily the responsibility of the local or federal agencies, as applicable.

For property located within a WSRA, please note that (1) there may be substantial forest fire risks and hazards; (2) except for property located within a county which has assumed responsibility for prevention and suppression of all fires, it is NOT the state's responsibility to provide fire protection services to any building or structure located within a WSRA unless the Department has entered into a cooperative agreement with a local agency; and (3) the property owner may be is subject to (i) additional construction requirements such as a "Class A" roof for new construction or replacement of existing roofs; and (ii) additional maintenance responsibilities such as adequate vegetation clearance near the structure, spark screens on chimneys and stovepipes, leaf removal from roofs, and other basic fire-safety practices.

The existence of local agreements for fire service is not available in the Public Record and, therefore, is not included in this disclosure. For very isolated properties with no local fire services or only seasonal fire services there may be significant fire risk. If the Property is located within a WSRA, please contact the local fire department for more detailed information.

PUBLIC RECORD: Official maps issued by the California Department of Forestry and Fire Protection ("Calfire") pursuant to California Public Resources Code § 4125.

SRA Fire Prevention Benefit Fee Advisory
In 2011, the California Legislature and Governor enacted a "Fire Prevention Fee" on habitable structures in the State's wildland fire responsibility area. The yearly fee, levied on property owners, paid for various activities to prevent and suppress wildfires in the SRA, and was most recently at the rate of $152.33 per habitable structure on the property.

Effective July 1, 2017, as authorized by Assembly Bill 398 and signed by the Governor, that fire prevention fee is suspended until 2031.

For more information, please refer to "Part 6. State Responsibility Area Fire Prevention Fee" in the FANHD Property Tax Report.
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 8 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

EARTHQUAKE FAULT ZONE
DISCUSSION: Earthquake Fault Zones are delineated and adopted by California as part of the Alquist-Priolo Earthquake Fault Zone Act of 1972. Property in an Earthquake Fault Zone ("EF Zone") does not necessarily have a fault trace existing on the site.

EF Zones are areas or bands delineated on both sides of known active earthquake faults. EF Zones vary in width but average one-quarter (1/4) mile in width with the "typical" zone boundaries set back approximately 660 feet on either side of the fault trace.

The potential for "fault rupture" damage (ground cracking along the fault trace) is relatively high only if a structure is located directly on a fault trace. If a structure is not on a fault trace, shaking will be the primary effect of an earthquake. During a major earthquake, shaking will be strong in the vicinity of the fault and may be strong at some distance from the fault depending on soil and bedrock conditions. It is generally accepted that properly constructed wood-frame houses are resistant to shaking damage.

PUBLIC RECORD: Official earthquake fault zone or special study zone maps approved by the State Geologist and issued by the California Department of Conservation, California Geological Survey pursuant to California Public Resources Code §2622.

SEISMIC HAZARD MAPPING ACT ZONE
DISCUSSION: Official Seismic Hazard Zone ("SH Zone") maps delineate Areas of Potential Liquefaction and Areas of Earthquake-Induced Landsliding. A property that lies partially or entirely within a designated SH Zone may be subject to requirements for site-specific geologic studies and mitigation before any new or additional construction may take place.

Earthquake-Induced Landslide Hazard Zones are areas where the potential for earthquake-induced landslides is relatively high.

Areas most susceptible to these landslides are steep slopes in poorly cemented or highly fractured rocks, areas underlain by loose, weak soils, and areas on or adjacent to existing landslide deposits. The CGS cautions these maps do not capture all potential earthquake-induced landslide hazards and that earthquake-induced ground failures are not addressed by these maps.

Furthermore, no effort has been made to map potential run-out areas of triggered landslides. It is possible that such run-out areas may extend beyond the zone boundaries. An earthquake capable of causing liquefaction or triggering a landslide may not uniformly affect all areas within a SH Zone.

Liquefaction Hazard Zones are areas where there is a potential for, or an historic occurrence of liquefaction. Liquefaction is a soil phenomenon that can occur when loose, water saturated granular sediment within 40 feet of the ground surface, are shaken in a significant earthquake. The soil temporarily becomes liquid-like and structures may settle unevenly. The Public Record is intended to identify areas with a relatively high potential for liquefaction but not to predict the amount or direction of liquefactionrelated ground displacement, nor the amount of damage caused by liquefaction. The many factors that control ground failure resulting from liquefaction must be evaluated on a site specific basis.

PUBLIC RECORD: Official seismic hazard maps or digital data thereof approved by the State Geologist and issued by the California Department of Conservation, California Geological Survey pursuant to California Public Resources Code §2696.

STATUTORY NATURAL HAZARD DISCLOSURE REPORTING STANDARD: "IN" shall be reported if any portion of the Property is located within any of the above zones as delineated in the Public Record. "NOT IN" shall be reported if no portion of the Property is located within any of the above zones as delineated in the Public Record. Map Not Available shall be reported in areas not yet evaluated by the governing agency according to the Public Record. Please note that "MAP NOT AVAILABLE" will be applicable to most portions of the state. Official Seismic Hazard Zone ("SH Zone") maps delineate Areas of Potential Liquefaction and Areas of Earthquake-Induced Landsliding.
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 9 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
Part 2. County and City Defined Natural Hazard Zones

HAZARD MAPS IN THE LOCAL GENERAL PLAN
General Plan regulates property development. There are currently over 530 incorporated cities and counties in California. The state Government Code (Sections 65000 et seq.) requires each of those jurisdictions to adopt a comprehensive, long-term "General Plan" for its physical development. That General Plan regulates land uses within the local jurisdiction in order to protect the public from hazards in the environment and conserve local natural resources. The General Plan is the official city or county policy regarding the location of housing, business, industry, roads, parks, and other land uses.

Municipal hazard zones can affect the cost of ownership. Each county and city adopts its own distinct General Plan according to that jurisdiction's unique vegetation, landscape, terrain, and other geographic and geologic conditions. The "Safety Element" (or Seismic Safety Element) of that General Plan identifies the constraints of earthquake fault, landslide, flood, fire and other natural hazards on local land use, and it delineates hazard zones within which private property improvements may be regulated through the building-permit approval process, which can affect the future cost of ownership. Those locally regulated hazard zones are in addition to the federal and state defined hazard zones associated with statutory disclosures in the preceding section.

City and/or County natural hazard zones explained below. Unless otherwise specified, only those officially adopted Safety Element or Seismic Safety Element maps (or digital data thereof) which are publicly available, are of a scale, resolution, and quality that readily enable parcel-specific hazard determinations, and are consistent in character with those statutory federal or state disclosures will be considered for eligible for use as the basis for county- or city-level disclosures set forth in this Report.

Please also note:
• If an officially adopted Safety Element or Seismic Safety Element map relies on data which is redundant of that used for statelevel disclosures, this Report will indicate so and advise Report recipients to refer to the state-level hazard discussion section for more information.
• If an officially adopted Safety Element or Seismic Safety Element cites underlying maps created by another agency, those maps may be regarded as incorporated by reference and may be used as the basis for parcel-specific determinations if those maps meet the criteria set forth in this section.
• Because county- and city-level maps are developed independently and do not necessarily define or delineate a given hazard the same way, the boundaries for the "same" hazard may be different.

If one or more maps contained in the Safety Element and/or Seismic Safety Element of an officially adopted General Plan are used as the basis for local disclosure, those maps will appear under the "Public Record(s) Searched" for that county or city.

REPORTING STANDARDS
A good faith effort has been made to disclose all hazard features on pertinent Safety Element and Seismic Safety Element maps with well-defined boundaries; however, those hazards with boundaries that are not delineated will be deemed not suitable for parcel-specific hazard determinations. Some map features, such as lines drawn to represent the location of a fault trace, may be buffered to create a zone to facilitate disclosure. Those map features which can not be readily distinguished from those representing hazards may be included to prevent an omission of a hazard feature. If the width of a hazard zone boundary is in question, "IN" will be reported if that boundary impacts any portion of a property. Further explanations concerning specific map features peculiar to a given county or city will appear under the "Reporting Standards" for that jurisdiction.

PUBLIC RECORDS VS. ON-SITE EVALUATIONS
Mapped hazard zones represent evaluations of generalized hazard information. Any specific site within a mapped zone could be at less or more relative risk than is indicated by the zone designation. A site-specific evaluation conducted by a geotechnical consultant or other qualified professional may provide more detailed and definitive information about the Property and any conditions which may or do affect it.

PROPERTY USE AND PERMITTING
No maps beyond those identified as "Public Record(s)" have been consulted for the purpose of these local disclosures. These disclosures are intended solely to make Report recipient(s) aware of the presence of mapped hazards. For this reason -- and because local authorities may use on these or additional maps or data differently to determine property-specific land use and permitting approvals -- Report recipients are advised to contact the appropriate local agency, usually Community Development, Planning, and/or Building, prior to the transaction to ascertain if these or any other conditions or related regulations may impact the Property use or improvement.
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The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

ORANGE COUNTY GEOLOGIC ZONES DISCUSSION
PUBLIC RECORD(S) SEARCHED: The following Public Records, incorporated by reference into the Safety Element of the General Plan as adopted by the County Board of Supervisors in 2000, is utilized for those county-level disclosures below:
"Environmental Geology of Orange County," a map series prepared by California Geological Survey, Open-File Report 79-8 L.A.

FAULT
• Active faults (Alquist-Priolo Earthquake Fault Zone): These faults have evidence of displacement during the most recent epoch of geologic time, the Holocene epoch, generally considered to have begun about 11,000 years ago. • Potentially active faults: These faults show activity within the past 2 million years but show no evidence of movement within the past 11,000 years
• Inactive faults: Faults which show no evidence of movement during the past two million years and show no potential for movement in the future.

Reporting Standards: If any portion of the Property is situated within one-eighth of one mile (660 feet) of a fault trace as delineated in the Public Record, "WITHIN" shall be reported.

DEBRIS FLOW, MUD FLOW, AND ROCKFALL
Areas of potential mud and/or debris flow may occur during periods of exceptionally high rainfall. Rockfall zones may experience falling rocks during periods of exceptionally high rainfall or seismic shaking.

Reporting Standards: If any portion of the Property is within a Mud Flow Zone as delineated in the Public Record,, "IN" shall be reported. If any portion of the Property is within a Rockfall Zone as delineated in the Public Record, "IN" shall be reported.

LIQUEFACTION POTENTIAL
Liquefaction is a liquid-like condition of the soil which sometimes occurs during earthquake shaking where the ground water level is close to the surface and the subsurface materials are loose and cohesionless (such as sandy soil). These factors have the potential to combine to produce liquefaction in local areas.

Reporting Standards: If any portion of the Property is within a Liquefaction Zone as delineated in the Public Record, "IN" shall be reported.

SEISMIC SHAKING
Several seismic zones have been defined by Orange County to separate areas having varying responses to earthquake shaking. The zones were defined utilizing a variety of geologic, hydrologic and slope gradient information, but by necessity, have been generalized. Any single property within a Seismic Zone could be at less or more relative risk than is indicated by the zone designation. If site-specific information regarding seismic hazards is desired, this company recommends that a geotechnical consultant be retained to study the site.
• Seismic Shaking Zone A: Zone A represents areas of least earthquake shaking. The maximum expected damage to modern construction due to shaking is expected to be minor to moderate in this zone. • Seismic Shaking Zone B: Zone B represents areas of intermediate earthquake shaking. The maximum expected damage to modern construction due to shaking is expected to be moderate in this zone. • Seismic Shaking Zone C: These are areas of high geologic hazard only if strong earthquake shaking produces liquefaction.

Reporting Standards: If any portion of the Property is within a Seismic Shaking Zone as delineated in the Public Record, only the more/most severe shall be reported.

TSUNAMI
This area has been designated as a zone of moderate risk for tsunami (seismic sea wave or "tidal wave ") run-up. Properties in a tsunami zone may be inundated with waves which recur on the average of once every 100 years.

Reporting Standards: If any portion of the Property is within a Tsunami Run-up Zone as delineated in the Public Record, "IN" shall be reported.

LANDSLIDE / SLOPE STABILITY ZONES
The relative slope stability zones represent average slope stability conditions. This Report discloses Slope Stability Zone for conditions under seismic (earthquake) conditions, not aseismic (normal) conditions, as detailed in the Public Record. • Zone 1: Very low potential for massive bedrock landslides under normal and seismic/earthquake conditions. • Zone 2: Moderately low potential for massive bedrock landslides under seismic/earthquake conditions. • Zone 3: Moderately high potential under seismic/earthquake conditions with a greater slope failure risk during earthquakes if the slope gradient is greater than 20% and the slope is underlain by relatively weak bedrock or weak soil materials.
• Zone 4: High potential for massive bedrock landslides under seismic/earthquake conditions. • Zones 5 and 6: Very high potential for massive bedrock landslides under seismic/earthquake conditions. ©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 11 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
• Zone W: Coastal areas which have unstable slopes resulting from periodic wave erosion. Please note that the boundaries of this Slope Stability Area W are not defined in a manner suitable for definitive parcel-specific disclosure; therefore, this zone is not disclosed in this Report.

Reporting Standards: "Very High, High, or Moderate" shall be reported if any portion of the Property is within Slope Stability Zone 3, 4, 5, or 6. "Moderately Low or Low" shall be reported in the Property is completely within Slope Stability Zone 1 or 2.

EXPANSIVE SOILS
Expansive soils occur throughout much of Orange County. These areas are subject to the seasonal shrink-swell cycles of soils, as well as slope yielding if locally on a slope. Three possible conditions related to expansive soils exist in the County. • Differential Swell is the uneven tilting or lifting of a structure by the greater expansion of thicker soils on one side of the structure.
• Concentric Swell is caused by the migration of water toward the center of a structure, causing expansion of the soils, and lifting of the center of the structure.
• Slope Yielding is a slow down slope movement of soils, causing tilting of the foundation of a structure. Experts agree that no residence is completely safe from cracking, slipping or sinking to some degree.

Expansive soil problems can be mitigated, in most cases, through structural and design modifications and, in some cases, through soil treatment techniques. Mapped areas of expansive soils are identified as:
• Areas of Man Made Land with Extremely Variable Expansivity Potential • Areas of High Expansivity Potential
• Areas of Tidal Flats with Highly Variable Expansivity or Shrink Potential • Areas of Moderate Expansivity Potential
• Areas of Low Expansivity Potential
Reporting Standards: If any portion of the Property is within an area of Low, Moderate, or High Expansivity Potential or is within a Tidal Flat as delineated in the Public Record, "IN" shall be reported for the more/most severe condition. ©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 12 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

CITY OF LAKE FOREST GEOLOGIC ZONES DISCUSSION
PUBLIC RECORD(S) SEARCHED: The following Public Record, incorporated into the Safety and Noise Element of the General Plan as adopted by the City Council in 1994, are used for those city-level disclosures below: " Figure SN-3: Area of Fire Hazard " prepared by Cotton/Beland/Associates, Inc.

FIRE
According to the General Plan the City's Planning Area is subject to both wild and urban fires. The eastern portion is contiguous with the Cleveland National Forest. Regional natural vegetation is highly prone to wild fire. A fire in the national forest could spread to developed areas. The urbanized portion of the Planning Area is also subject to structural fires. The City will reduce the potential for dangerous fires by coordinating with the Orange County Fire Department to implement fire hazard education, fire protection, and fuel modification programs. The current Uniform Fire Code will be used to reduce structural fire hazards. In addition, the City will work closely with the local water districts and the Orange County Fire Department to ensure that water pressure is adequate for firefighting purposes.

Reporting Standards: If any portion of the Property is within the Fire Hazard Area delineated in the Public Record, "IN" shall be reported.

END OF LOCAL AREA DISCLOSURES AND DISCUSSIONS SECTION
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The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
Part 3. Additional Property Specific Disclosures

FORMER MILITARY ORDNANCE SITE DISCLOSURE
DISCUSSION: Former Military Ordnance (FUD) sites can include sites with common industrial waste (such as fuels), ordnance or other warfare materiel, unsafe structures to be demolished, or debris for removal. California Civil Code Section 1102 requires disclosure of those sites containing unexploded ordnance. "Military ordnance" is any kind of munitions, explosive device/material or chemical agent used in military weapons. Unexploded ordnance are munitions that did not detonate. NOTE: MOST FUD sites do not contain unexploded ordnance. Only those FUD sites that the U.S. Army Corps of Engineers (USACE) has identified to contain Military Ordnance or have mitigation projects planned for them are disclosed in this Report. Additional sites may be added as military installations are released under the Federal Base Realignment and Closure (BRAC) Act. Active military sites are NOT included on the FUD site list.

PUBLIC RECORD: Data contained in Inventory Project Reports, Archives Search Reports, and related materials produced for, and made publicly available in conjunction with, the Defense Environmental Restoration Program for Formerly Used Defense Sites by the U.S. Army Corps of Engineers. Sites for which no map has been made publicly available shall not be disclosed.

REPORTING STANDARD: If one or more facility identified in the Public Record is situated within a one (1) mile radius of the Property, "WITHIN" shall be reported. The name of that facility or facilities shall also be reported. ©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 14 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

AIRPORT INFLUENCE AREA DISCLOSURE
DISCUSSION:

Certain airports are not disclosed in this Report. FANHD has made a good faith effort to identify the airports covered under Section 1102.6a. Sources consulted include official land use maps and/or digital data made available by a governing Airport Land Use Commission (ALUC) or other designated government body. Most facilities for which an Airport Influence Area has been designated are included on the "California Airports List" maintained by the California Department of Transportation's Division of Aeronautics. Not disclosed in this Report are public use airports that are not in the "California Airports List", airports that are physically located outside California, heliports and seaplane bases that do not have regularly scheduled commercial service, and private airports or military air facilities unless specifically identified in the "California Airports List". If the seller has actual knowledge of an airport in the vicinity of the subject property that is not disclosed in this Report, and that is material to the transaction, the seller should disclose this actual knowledge in writing to the buyer.

Most facilities for which an Airport Influence Area has been designated are included on the "California Airports List" maintained by the California Department of Transportation's Division of Aeronautics. The inclusion of military and private airports varies by County, and heliports and seaplane bases are not included, therefore, airports in these categories may or may not be included in this disclosure.

NOTE: Proximity to an airport does not necessarily mean that the property is exposed to significant aviation noise levels.

Alternatively, there may be properties exposed to aviation noise that are greater than two miles from an airport. Factors that affect the level of aviation noise include weather, aircraft type and size, frequency of aircraft operations, airport layout, flight patterns or nighttime operations. Buyer should be aware that aviation noise levels can vary seasonally or change if airport usage changes.

PUBLIC RECORD: Based on officially adopted land use maps and/or digital data made publicly available by the governing ALUC or other designated government body. If the ALUC or other designated government body has not made publicly available a current officially adopted airport influence area map, then California law states that "a written disclosure of an airport within two (2) statute miles shall be deemed to satisfy any city or county requirements for the disclosure of airports in connection with transfers of real property."
REPORTING STANDARD: "IN" shall be reported along with the facility name(s) and the "Notice of Airport in Vicinity" if any portion of the Property is situated within either (a) an Airport Influence Area as designated on officially adopted maps or digital data or (b) a two (2) mile radius of a qualifying facility for which an official Airport Influence Area map or digital data has not been made publicly available by the ALUC or other designated governing body. "NOT IN" shall be reported if no portion of the Property is within either area.
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 15 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

AIRPORT NOISE DISCLOSURE
DISCUSSION: California Civil Code §1102.17 requires the seller(s) of residential real property who has/have actual knowledge that the property in the transaction is affected by airport use must give written notice of that knowledge, as soon as practicable, before transfer of title.

Under the Federal Aviation Administration's Airport Noise Compatibility Planning Program Part 150, certain 65 decibel (dB) Community Noise Equivalent Level (CNEL) contour maps have been produced for some airports. Not all airports have produced noise exposure maps. A property may be near or at some distance from an airport and not be within a delineated noise exposure area, but still experience aviation noise. Unless 65dB CNEL contour maps are published, helipads and military sites are not included in this section of the Report.

The Airport Noise Compatibility Planning Program is voluntary and not all airports have elected to participate. Furthermore, not all property in the vicinity of an airport is exposed to 65dB CNEL or greater average aviation noise levels. Conversely a property may be at some distance from an airport and still experience aviation noise. Buyer should be aware that aviation noise levels can vary seasonally or change if airport usage changes after a map is published or after the Report Date. FANHD uses the most seasonally conservative noise exposures provided.

Federal funding may be available to help airports implement noise reduction programs. Such programs vary and may include purchasing properties, rezoning, and insulating homes for sound within 65dB areas delineated on CNEL maps. Airport owners have also cooperated by imposing airport use restrictions that include curfews, modifying flight paths, and aircraft limitations.

PUBLIC RECORD: Certain 65 decibel (dB) Community Noise Equivalent Level (CNEL) contour maps produced under the Federal Aviation Administration's Airport Noise Compatibility Planning Program Part 150.

REPORTING STANDARD: "IN" shall be reported if any portion of the Property is situated within a 65 decibel Community Noise Equivalent Level contour identified in the Public Record. "NOT IN" shall be reported if no portion of the Property is situated within a 65 decibel Community Noise Equivalent Level contour identified in the Public Record. ©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 16 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
Part 4. General Advisories

METHAMPHETAMINE CONTAMINATED PROPERTY DISCLOSURE ADVISORY DISCUSSION: According to the "Methamphetamine Contaminated Property Cleanup Act of 2005" a property owner must disclose in writing to a prospective buyer if local health officials have issued an order prohibiting the use or occupancy of a property contaminated by meth lab activity. The owner must also give a copy of the pending order to the buyer to acknowledge receipt in writing. Failure to comply with these requirements may subject an owner to, among other things, a civil penalty up to $5,000.

Aside from disclosure requirements, this new law also sets forth procedures for local authorities to deal with meth-contaminated properties, including the filing of a lien against a property until the owner cleans up the contamination or pays for the cleanup costs.
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The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

MOLD ADVISORY
DISCUSSION: The Buyer is hereby advised that naturally occurring molds may exist both inside and outside of any home and may not be visible to casual inspection. Persons exposed to extensive mold levels can become sensitized and develop allergies to the mold or other health problems. Extensive mold growth can damage a structure and its contents. All prospective purchasers of residential and commercial property are advised to thoroughly inspect the Property for mold. Be sure to inspect the Property inside and out for sources of excess moisture, current water leaks and evidence of past water damage.

As part of a buyer's physical inspection of the condition of a property, the buyer should consider engaging an appropriate and qualified professional to inspect and test for the presence of harmful molds and to advise the buyer of any potential risk and options available. This advisory is not a disclosure of whether harmful mold conditions exist at a property or not. No testing or inspections of any kind have been performed by The Company. Any use of this form is acknowledgement and acceptance that The Company does not disclose, warrant or indemnify mold conditions at a property in any way and is not responsible in any way for mold conditions that may exist. Information is available from the California Department of Health Services Indoor Air Quality Section fact sheet entitled, "Mold in My Home: What Do I Do?" The fact sheet is available at https://archive.cdph.ca.gov/programs/IAQ/Pages/IndoorMold.aspx or by calling (510) 620-3620.

The Toxic Mold Protection Act of 2001 requires that information be developed regarding the potential issues surrounding naturally occurring molds within a home. Information was written by environmental authorities for inclusion in the Residential Environmental Hazards: A Guide for Homeowners, Buyers, Landlords and Tenants booklet developed by the California Environmental Protection Agency and the Department of Health Services. It is found in Chapter VII of that booklet, and includes references to sources for additional information.

For local assistance, contact your county or city Department of Health, Housing, or Environmental Health. ©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 18 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

RADON ADVISORY
DISCUSSION: For its Radon Advisory, FANHD uses the updated assessment of radon exposure published in 1999 by the Lawrence Berkeley National Laboratory (LBNL) and Columbia University, under support from the U.S. Environmental Protection Agency (EPA), the National Science Foundation, and the US Department of Energy (published online at http://www2.lbl.gov/Science-Articles/Archive/radon-risk-website.html). Based on this recent assessment, FANHD radon advisory is as follows:

All of California's 58 counties have a predicted median annual-average living-area concentration of radon below 2.0 pCi/L (picocuries per liter of indoor air) -- which is well below the EPA's guideline level of 4 pCi/L and equivalent to the lowest hazard zone (Zone 3) on the 1993 EPA Map of Radon Zones.

The "median concentration" means that half of the homes in a county are expected to be below this value and half to be above it.

All houses contain some radon, and a few houses will contain much more than the median concentration. The only way to accurately assess long-term exposure to radon in a specific house is through long-term testing (sampling the indoor air for a year or more). The EPA recommends that all homes be tested for radon. Columbia University's "Radon Project" website offers help to homeowners in assessing the cost vs. benefit of testing a specific house for radon or modifying it for radon reduction (see http://www.stat.columbia.edu/~radon/).

NOTE: FANHD does not use the EPA's 1993 map for advisory purposes because that map shows "short-term" radon exposure averaged by county. It was based on "screening measurements" that were intentionally designed to sample the worst-case conditions for indoor air in US homes--using spot checks (sampling for just a few days), in the poorest air quality (with sealed doors and windows), at the worst time of the year (winter), in the worst part of the house (the basement, if one was available).

These short-term, winter, basement measurements are both biased and variable compared to long-term radon concentrations (averaged over a year) in the living area of a house. Long-term concentrations are a more accurate way to judge the long-term health risk from radon. For the above reasons, the EPA expressly disclaims the use of its 1993 map for determining whether any house should be tested for radon, and authorizes no other use of its map for property-specific purposes. For additional information about EPA guidelines and radon testing, see "Chapter VII--Radon", in the California Department of Real Estate's Residential Environmental Hazards: A Guide for Homeowners, Homebuyers, Landlords and Tenants.

ENDANGERED SPECIES ACT ADVISORY
DISCUSSION: The Federal Endangered Species Act of 1973 ("ESA"), as amended, requires that plant and animal species identified and classified ("listed") by the Federal government as "threatened" or "endangered" be protected under U.S. law. Areas of habitat considered essential to the conservation of a listed species may be designated as "critical habitat" and may require special management considerations or protection. All threatened and endangered species -- even if critical habitat is not designated for them -- are equally afforded the full range of protections available under the ESA.

In California alone, over 300 species of plants and animals have been designated under the ESA as threatened or endangered, and over 80 species have critical habitats designated for them. Most California counties are host to a dozen or more protected species and, in many cases, 10 or more species have designated critical habitats within a county.

ADVISORY: An awareness of threatened and endangered species and/or critical habitats is not reasonably expected to be within the actual knowledge of a seller.

No federal or state law or regulation requires a seller or seller's agent to disclose threatened or endangered species or critical habitats, or to otherwise investigate their possible existence on real property. Therefore, Buyer is advised that, prior to purchasing a vacant land parcel or other real property, Buyer should consider investigating the existence of threatened or endangered species, or designated critical habitats, on or in the vicinity of the Property which could affect the use of the Property or the success of any proposed (re)development.

FOR MORE INFORMATION: Complete and current information about the threatened and endangered species in California that are Federally listed in each county -- including all critical habitats designated there -- is available on the website of the U.S. Fish & Wildlife Service, the Federal authority which has enforcement responsibility for the ESA.

U.S. Fish & Wildlife Service Endangered Species Database (TESS) http://ecos.fws.gov/tess_public/
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 19 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

ABANDONED MINES ADVISORY
DISCUSSION: According to the California Department of Conservation, Office of Mine Reclamation, since the Gold Rush of 1849, tens of thousands of mines have been dug in California. Many were abandoned when they became unproductive or unprofitable.

The result is that California's landscape contains many thousands of abandoned mines, which can pose health, safety, or environmental hazards on and around the mine property. Mines can present serious physical safety hazards, such as open shafts or adits (mine tunnel), and they may create the potential to contaminate surface water, groundwater, or air quality. Some abandoned mines are such massive problems as to earn a spot on the Federal Superfund environmental hazard list.

No California law requires the disclosure of abandoned mines in a real estate transaction, unless the existence of an abandoned mine is within the actual knowledge of the Seller and is deemed to be a fact material to the transaction.

The Office of Mine Reclamation (OMR) and the U.S. Geological Survey maintain a database of abandoned mines -- however, it is known to be incomplete and based on maps that are often decades out of date. Many mines are not mapped because they are on private land. The OMR warns that, "Many old and abandoned mines are not recorded in electronic databases, and when they are, the information may not be detailed enough to accurately define, differentiate or locate the mine feature, such as a potentially hazardous vertical shaft or horizontal adit or mine waste." (See reference below.) Accordingly, this Report does not contain an abandoned mines disclosure from any government database or map or any other source, in order to protect the seller from liability for non-disclosure of unrecorded abandoned mines.

Parties concerned about the possible existence or impact of abandoned mines in the vicinity of the Property are advised to retain a State-licensed geotechnical consultant to study the site and issue a report. Other sources of information include, but are not limited to, the State Office of Mine Reclamation at (916) 323-9198 (website: http://www.conservation.ca.gov/OMR), and the Engineering, Planning or Building Departments in the subject City and County.

FOR MORE INFORMATION: For more information visit the State Office of Mine Reclamation's website at:
http://www.conservation.ca.gov/omr/abandoned_mine_lands/Pages/index.aspx

OIL & GAS WELL ADVISORY
California is currently ranked fourth in the nation among oil producing states. Surface oil production is concentrated mainly in the Los Angeles Basin and Kern County, and in districts elsewhere in the state. In recent decades, real estate development has rapidly encroached into areas where oil production has occurred. Because the state's oil production has been in decline since the 1980's, thousands of oil and gas wells have been shut down or abandoned, and many of those wells are in areas where residential neighborhoods now exist.

According to the California Department of Conservation ("DOC"), to date, about 230,000 oil and gas wells have been drilled in California and around 105,000 are still in use. The majority of remaining wells have been sealed ("capped") under the supervision of the DOC's Division of Oil, Gas and Geothermal Resources. A smaller number have been abandoned and have no known responsible operator -- these are called "orphan" wells. The state has a special fund that pays the cost of safely capping orphan wells, however, that program is limited in its scope and progress.

Buyer should be aware that, while the DOC database is the most comprehensive source available for California oil and gas well information, the DOC makes no warranties that the database is absolutely complete, or that reported well locations are known with absolute accuracy.

For More Information
For a search of the state's databases of oil and gas wells and sites of known environmental contamination on or near the Property, please obtain the FANHD Residential Environmental Report. For general information, visit the California Department of Conservation, Division of Oil, Gas, and Geothermal Resources at http://www.consrv.ca.gov/dog. ©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 20 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042

TSUNAMI MAP ADVISORY
DISCUSSION: The California Emergency Management Agency (CalEMA), the University of Southern California Tsunami Research Center (USC), and the California Geological Survey (CGS) have prepared maps that depict areas of maximum tsunami inundation for all populated areas at risk to tsunamis in California (20 coastal counties). The maps were publicly released in December 2009 with the stated purpose that the maps are to assist cities and counties in identifying their tsunami hazard and developing their coastal evacuation routes and emergency response plans only.

These maps specifically contain the following disclaimer:

Map Disclaimer: This tsunami inundation map was prepared to assist cities and counties in identifying their tsunami hazard.

It is intended for local jurisdictional, coastal evacuation planning uses only. This map, and the information presented herein, is not a legal document and does not meet disclosure requirements for real estate transactions nor for any other regulatory purpose. The California Emergency Management Agency (CalEMA), the University of Southern California (USC), and the California Geological Survey (CGS) make no representation or warranties regarding the accuracy of this inundation map nor the data from which the map was derived. Neither the State of California nor USC shall be liable under any circumstances for any direct, indirect, special, incidental or consequential damages with respect to any claim by any user or any third party on account of or arising from the use of this map.

A tsunami is a series of ocean waves or surges most commonly caused by an earthquake beneath the sea floor. These maps show the maximum tsunami inundation line for each area expected from tsunamis generated by undersea earthquakes and landslides in the Pacific Ocean. Because tsunamis are rare events in the historical record, the maps provide no information about the probability of any tsunami affecting any area within a specific period of time.

Although these maps may not be used as a legal basis for real estate disclosure or any other regulatory purpose, the CGS has, however, provided diagrams of the maps online which the public can view. To see a maximum tsunami inundation map for a specific coastal community, or for additional information about the construction and/or intended use of the tsunami inundation maps, visit the websites below:

State of California Emergency Management Agency, Earthquake and Tsunami Program:
http://myhazards.calema.ca.gov/
University of Southern California -- Tsunami Research Center:
http://www.usc.edu/dept/tsunamis/2005/index.php
State of California Geological Survey Tsunami Information:
http://www.conservation.ca.gov/cgs/geologic_hazards/Tsunami/index.htm National Oceanic and Atmospheric Agency Center for Tsunami Research (MOST model):
http://nctr.pmel.noaa.gov/time/background/models.html

END OF NATURAL HAZARD DISCLOSURE REPORT SECTION
See Terms and Conditions at end of this Report.
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 21 of 23 FANHD Commercial Property Disclosure Reports
The Natural Hazard Disclosure Report
For ORANGE County
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
TERMS and CONDITIONS

ACCEPTANCE OR USE OF THIS REPORT CONSTITUTES APPROVAL AND ACCEPTANCE OF THE TERMS, CONDITIONS, AND LIMITATIONS STATED HEREIN.

The Report ("Report") is subject to each of the following Terms and Conditions. Each Recipient (defined below) of the Report agrees that the Report is subject to the following Terms and Conditions, and each Recipient agrees to be bound by such. Use of this Report by any Recipient constitutes acceptance of the Terms and Conditions to the Report. The Terms and Conditions below are incorporated by this reference into the Report. This Report is not an insurance policy.

This Report is made for the real property specifically described in the Report (the “Property”) and solely for the transaction for which it was originally purchased ("Transaction"). The Property shall not include any property beyond the boundaries of the real property described in the Report. The Property shall not include any structures (whether located on the Property, or not), easements, or any right, title, interest, estate, or easement in any abutting streets, roads, alleys, lanes, ways, or waterways.

IMPORTANT NOTICE: Transferor(s) and transferee(s) shall read the complete Report in its entirety before the close of escrow. A "Signature Page" or "Summary Pages" document may be included in the electronic delivery of this Report. Those documents do not replace the complete Report or remove the need to read the complete Report, and do not remove the requirement to disclose. The Signature Page and Summary Pages documents are subject to the Terms and Conditions of the complete Report.

A. No Third Party Reliance on This Report. Only the transferor(s) and transferee(s), and their agents/brokers, if any, involved in the Transaction (collectively, the "Recipients") may use and rely on this Report and only after they have paid in full for the Report. While disclosures made on the Natural Hazard Disclosure Statement in the Report may indicate certain risks to the Property, the disclosures are only "…between the transferor, the transferor's agents, and the transferee, and shall not be used by any other party, including, but not limited to, insurance companies, lenders, or governmental agencies, for any purpose." Cal. Civil Code section 1103.2, subdivision (g).

B. Seller and Seller’s Agent’s Responsibility of Full Disclosure. Recipients are obligated to make disclosures, and always disclose material facts, that are within their actual knowledge.

C. Scope of Report. This Report is limited to determining whether the Property is in those specified natural hazard zones and property tax districts, and in proximity to those specified environmental sites (depending on the report product ordered), as defined in the Report. The Report is not a geologic report or a land survey and no site inspection has been made in producing the Report. FANHD makes no determination, expresses no opinion or view, and assumes no responsibility in this Report concerning the right, entitlement, or ability to develop or improve the Property. FANHD has no information concerning whether the Property can be developed or improved. No determination is made and no opinion is expressed, or intended, by this Report concerning structures or soils on or outside of the Property, including, without limitation, habitability of structures or the Property, suitability of the Property for construction or improvement, potential for soil settlement, drainage, soil subsidence, or other soil or site conditions. The Recipient(s) is advised to consult the local Planning Department to determine whether factors beyond the scope of this Report may limit the transferee(s) ability to use or improve the Property.

The Report is not a title report, and no determination is made and no opinion is expressed, or intended, by this Report as to title to the Property or liens against the Property, recorded or otherwise, or whether the Property is comprised of legal lots in conformance with the California Subdivision Map Act or local ordinances. The Report is not a property inspection report, and no determination is made and no opinion is expressed, or intended, by this Report concerning architectural, structural, mechanical, engineering, or legal matters, or the marketability or value of the Property. FANHD has not conducted any testing or physical or visual examination or inspection of the Property, nor is this Report a substitute for any such testing, physical or visual examination, or inspection.

D. Tax and Environmental Disclosures (if included in Report). No determination is made and no opinion is expressed, or intended, by the Report concerning the existence of property tax liabilities, or the existence of hazardous or toxic materials or substances, or any other defects, on, under, or in proximity to the Property, unless specifically described in the Report. FANHD's total liability for any error or omission in its disclosures relating to taxes and/or environmental matters shall be limited to actual proven damages not to exceed the price paid for this Report.

E. FANHD Database Updates. Each database used in this Report is updated by the responsible agency at various intervals. Updates for a database are determined by the responsible agency and may be made at any time and without notice. FANHD maintains an update schedule and makes reasonable efforts to use updated information. For these reasons, FANHD reports information as of the date when the database was last updated by FANHD. That date is specified as the "Database Date" for each database.

F. Statutory and Additional Disclosures, Advisories, and Local Addenda (if included in Report). No determination is made and no opinion is expressed, or intended, by this Report concerning the need to purchase earthquake or flood insurance for the Property. In preparing the Report, FANHD accurately reported on information contained in Government Records. FANHD reviewed and relied upon those Government Records specifically identified and described in the Report.

FANHD has not reviewed or relied upon any Government Records that are not specifically identified in the Report. FANHD also has not reviewed any plat maps, survey maps, surveyor maps, assessor maps, assessor parcel maps, developer maps, or engineering maps, whether or not such maps have been recorded. No determination is made and no opinion is expressed, or intended, by the Report concerning any matters identified in Government Records that were not reviewed by FANHD. Local Addenda, where applicable, are included "AS IS" as an accommodation to the local real estate board that provided the content; FANHD assumes no responsibility for the accuracy of any information included in the Local Addenda.

G. FEMA Flood Determination Certificate (if accompanying the Report). No determination is made and no opinion is expressed, or intended, by the Report concerning the requirement for or cost of flood insurance on the Property. Recipient(s) understands that a lender may require flood insurance to secure its loan collateral independent of whether FEMA may require flood insurance under the National Flood Insurance Program on a federally backed mortgage. The FEMA Flood Determination Certificate ("Flood Certificate"), which may accompany the Report, is produced by a third-party expert certified by FEMA to provide Flood Certificates. FANHD assumes no liability for errors in that third-party flood determination.

H. Changes to Government Record after Report Date. This Report is issued as of the Report Date identified in the Report. FANHD shall have no obligation to advise any Recipient of any information learned or obtained after the Report Date even if such information would modify or otherwise affect the Report.

Subsequent to FANHD acquisition of Government Records, changes may be made to said Government Records and FANHD is not responsible for advising the Recipients of any changes. FANHD will update this Report upon request and at no charge during the transaction process for which this Report was issued, but not to exceed one year from the date of the Report. Likewise, FANHD is not liable for any impact on the Property that any change to the Government Records may have.

FANHD Commercial Property Disclosure Reports
Terms and Conditions
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 22 of 23 I. Government Record Sources.FANHD relies upon the Government Records specifically identified in the Report without conducting an independent investigation of their accuracy. FANHD assumes no responsibility for the accuracy of the Government Records identified in the Report. FANHD makes no warranty or representation of any kind, express or implied, with respect to the Report. FANHD expressly disclaims and excludes any and all other express and implied warranties, including, without limitation, warranties of merchantability or fitness for a particular purpose. The FANHD Report is "AS IS".

J. Limitation of FANHD's Liability

1. FANHD is not responsible for:
• Any inaccuracies or incompleteness of the information in the Public Records. • Inaccurate address information provided for the Property. • Any other information not contained in the Public Records as of the Report Date. • Any information which would be disclosed by a physical inspection of the Property. • Any information known by one of the Parties.
• The health or risk to humans or animals that may be associated with any of the disclosed hazards. • The costs of investigating or remediating any of the disclosed hazards.

2. FANHD’s total liability and responsibility to all Recipients collectively for any and all liabilities, causes of action, claim or claims, including but not limited to claims for breach of contract or negligence, shall be limited to the price paid for the Report. FANHD expressly disclaims any liability for Recipients indirect, incidental and/or consequential damages, including without limitation lost profits even if such damages are foreseeable. In the event of any error, omission or inaccuracy in the FANHD Report for which FANHD is liable, FANHD shall have no duty to defend or pay any attorneys’ fees, costs or expenses incurred by the Recipients, or any of them. The Recipients, and each of them, expressly waive the benefits of California Civil Code Section 2778. FANHD has not conducted an independent investigation of the accuracy of the information provided by the Recipient. FANHD assumes no responsibility for the accuracy of information provided by the Recipient. FANHD shall be subrogated to all rights of any claiming party against anyone including, but not limited to, another party who had actual knowledge of a matter and failed to disclose it to the Recipients in writing prior to the close of escrow.

K. Reporting of Risk Elements for Condominium Projects, Planned Unit Developments, and Other Properties with Common or Undivided Interests.

Because California’s Residential Natural Hazard Disclosure Law requires disclosure if any portion of the Property is located within a specified natural hazard area/zone, the Report must indicate that the subject Property falls within the area/zone if any portion of such a condominium project, planned unit development, or common area is located within a specified hazard area/zone. However, if the property owner has a shared interest in common area or other parcels which extend beyond the subject property’s parcel boundary, the Company is not always able to determine if the common area is within a special natural hazard area/zone.

Consult with the property’s home owners association(s) to determine said risk and responsibility.

L. Governing Law. The Report shall be governed by, and construed in accordance with, the laws of the State of California.

M. Small Claims or Arbitration. This provision constitutes an agreement to arbitrate disputes on an individual basis. Any party may bring an individual action in small claims court instead of pursuing arbitration. All disputes and claims arising out of or relating to the Report must be resolved by binding arbitration. This Report to arbitrate includes, but is not limited to, all disputes and claims between FANHD, transferor(s) and transferee(s) and claims that arose prior to purchase of the Report. This agreement to arbitrate applies to transferor(s) and transferee(s) successors in interest, assigns, heirs, spouses, and children. As noted above, a party may elect to bring an individual action in small claims court instead of arbitration, so long as the dispute falls within the jurisdictional requirements of small claims court.

Any arbitration must take place on an individual basis, FANHD, transferor(s) and transferee(s) agree that they are waiving any right to a jury trial and to bring or participate in a class, representative, or private attorney general action, and further agree that the arbitrator lacks the power to consider claims for injunctive or declaratory relief, or to grant relief effecting anyone other than the individual claimant.

The arbitration is governed by the Commercial Arbitration Rules and the Supplementary Procedures for Consumer Related Disputes (the "AAA Rules") of the American Arbitration Association ("AAA"), as modified by this Agreement, and will be administered by the AAA. Company will pay all AAA filing, administration and arbitrator fees for any arbitration it initiates and for any arbitration initiated by another party for which the value of the claims is $75,000 or less, unless an arbitrator determines that the claims have been brought in bad faith or for an improper purpose, in which case the payment of AAA fees will be governed by the AAA Rules. A COPY OF THESE RULES IS AVAILABLE FROM THE AAA’S WEB SITE AT WWW.ADR.ORG OR ON REQUEST FROM THE COMPANY. THE ARBITRATION AWARD MAY INCLUDE ATTORNEY’S FEES IF ALLOWED BY FEDERAL, STATE, OR OTHER APPLICABLE LAW AND MAY BE ENTERED AS A JUDGMENT IN ANY COURT OF PROPER JURISDICTION.

The arbitration will take place in the same county in which the property covered by the Report is located. The Federal Arbitration Act will govern the interpretation, applicability and enforcement of this arbitration agreement. This arbitration agreement will survive the termination of this Report.

N. Severability. If any provision of the Terms and Conditions to this Report is determined to be invalid or unenforceable for any reason, then such provision shall be treated as severed from the remainder of the Terms and Conditions, and shall not affect the validity and enforceability of all of the other provisions of the Terms and Conditions.

O. Other Agreements. This Report constitutes the entire, integrated agreement between FANHD and Recipients, and supersedes and replaces all prior statements, representations, negotiations, and agreements.

END OF REPORT
FANHD Commercial Property Disclosure Reports
Terms and Conditions
Property Address: VACANT AND 20865 CANADA RD APN: See Addendum LAKE FOREST, ORANGE COUNTY, CA 92630 Report Date: 01/25/2019 ("Property") Report Number: 2419042
©2019 - First American Professional Real Estate Services, Inc. - 200 Commerce, Suite 100, Irvine, CA 92602 Phone: (800) 527-0027 Fax: (800) 854-9625 Page 23 of 23 USGS The National Map: Orthoimagery. Data refreshed April, 2019.

National Flood Hazard Layer FIRMette
0 250 500 1,000 1,500 2,000
Feet
Ü
117°40'54.83"W
33°39'53.11"N
117°40'17.38"W
33°39'23.17"N

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 Depth Zone 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 mile Zone X
Future Conditions 1% Annual
Chance Flood Hazard Zone X
Area with Reduced Flood Risk due to
Levee. See Notes. Zone X
Area with Flood Risk due to Levee Zone D
NO SCREEN Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood Hazard Zone 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 12/9/2019 at 11:22:33 AM 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
8 1:6,000
B 20.2
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.

PROJECT SITE

PROJECT
SITE

MEMORANDUM
29 Orchard Lake Forest California 92630-8300
Telephone: (949) 837-0404 Facsimile: (949) 837-5834
Regulatory Services
PROJECT NUMBER: 12960001CANA
TO: Steve Guzowski
FROM: Tony Bomkamp
DATE: August 15, 2017
SUBJECT: Jurisdictional Limits for California Department of Fish and Wildlife and U.S. Army Corps of Engineers for Serrano Creek Southern/Eastern Bank On June 21 and July 10, 2017, GLA conducted site visits to identify the limits of Corps and CDFW jurisdictional boundaries for the edge of Serrano Creek within the Project site, which depending on the specific segment of Serrano Creek represents the southern or eastern bank of the stream. GLA also evaluated the site to determine whether any sensitive species and/or communities are likely to occur onsite. [Exhibit 1 – Regional Map, Exhibit 2 – Vicinity Map].

Exhibits 3, 3a, and 3b depict the limits of Corps and CDFW jurisdiction.

I. METHODOLOGY
Prior to beginning the field delineation, GLA conducted a reconnaissance visit on June 21, 2017 to review the site and determine the most appropriate methodology for mapping the limits of jurisdiction. During the reconnaissance visit, it became apparent that CDFW jurisdiction exceeded Corps jurisdiction and thus, it was determined that mapping of CDFW jurisdiction would be prioritized for purposes of site planning and avoidance to eliminate the need for Section 1602 and Section 404 Authorizations. Specifically, Section 404 jurisdiction is defined by the presence of an Ordinary High Water Mark (OHWM), which is typically located on the lower terraces of streams; whereas CDFW typically takes jurisdiction to the top of bank or outer limit of riparian habitat (whichever is greater). As such, CDFW always exceeds Corps jurisdiction with the only exception being the presence of adjacent wetlands, which do not occur in areas adjacent to Serrano Creek. During the July 10 site visit, GLA mapped the extent of CDFW jurisdiction using either the top of bank or riparian habitat that extends beyond the top of bank (e.g., native trees such as willow and non-native vegetation such as giant reed). Corps jurisdiction was also mapped for the areas between the western project limits and Dimension Drive. As noted, and depicted on Exhibits 3, 3a and 3c, CDFW jurisdiction exceeds Corps jurisdiction in all areas of Serrano Creek. As discussed below, the delineation effort began at the western limits of the site and worked upstream. Descriptions for specific segments of Serrano between the downstream limits and Dimension Drive follow the nomenclature provided on Exhibit 4.

MEMORANDUM
August 15, 2017

Page 2 ends

The Soil Conservation Service (SCS)1 has mapped the following soil types as occurring in the general vicinity of the project site:

Cieneba Sandy Loam, 15 to 30 Percent Slopes
The Cieneba series consists of somewhat excessively drained soils. These soils formed in material weathered from granitic rocks of the Santa Ana Mountains and from the sandstone of the coastal foothills. Slopes are 9 to 75 percent. Typically, the surface layer is light brownish gray and pale brown sandy loam 7 inches thick. The underlying material is weathered granodiorite.

Myford Sandy Loam, 15 to 30 Percent Slopes
The Myford series consists of moderately well drained soils on marine terraces. These soils formed in sandy sediments. Slopes are 0 to 30 percent. In a typical profile, the surface layer is pale brown and pinkish gray, medium acid sandy loam 4 inches thick. The upper 6 inches of the subsoil is brown, medium acid sandy clay; the next 17 inches is brown, neutral, and moderately alkaline sandy clay loam; and the lower 36 inches is light brown, calcerous sandy clay loam and sandy loam. The substratum is very pale brown slightly acid sandy loam to a depth of 79 inches or more.

Riverwash
Riverwash consists of areas of unconsolidated alluvium, generally stratified and varying widely in texture, recently deposited by intermittent streams, and subject to frequent changes through stream overflow. These are sandy, gravelly, cobbly, and boulder deposits that support little or no vegetation. Runoff is generally rapid, and the erosion hazard is high. Deposition and removal of fresh alluvium are common.

Sorrento Loam, 2 to 9 Percent Slopes
The Sorrento series consists of well drained soils on alluvial fans and flood plains. These soils formed in alluvium derived from sedimentary rocks. Slopes are 0 to 9 percent. In a typical profile, the surface layer is grayish brown loam, 12 inches thick. The underlying material is grayish brown, light brownish gray, and pale brown silty clay loam to a depth of 62 inches and light brownish gray sandy loam to a depth of 72 inches or more. 1 SCS is now known as the National Resource Conservation Service or NRCS.

MEMORANDUM
August 15, 2017

Page 3 ends

None of these soil units are identified as hydric in the SCS's publication, Hydric Soils of the United States2.

II. EXISTING CONDITIONS
A. Area Below the Bridge at Dimension Drive
As depicted on Exhibit 4, the area downstream of Dimension is composed of five segments associated with the Areas I – V on Exhibit 4. Starting at the upstream limits the sequence on Exhibit 4 is as follows: Area IV, Area III, Area II, Area V and Area I.

Area IV
Area IV consists of disturbed ground and is occupied by an equestrian riding ring. The edge of Serrano Creek adjacent to Area IV is highly disturbed and is predominantly vegetated with nonnative species including Brazilian pepper (Schinus terebinthifolius), castor bean (Ricinus communis), blue-gum eucalyptus (Eucalyptus globulus), English ivy (Hedera helix), giant reed (Arundo donax), Mexican fan palm (Washintonia robusta), pampas grass (Cortedaria selloana), black mustard (Brassica nigra), summer mustard (Hirschfeldia incana), tree tobacco (Nicotiana glauca), and white horehound (Marrubiam vulgare), as well as a small amount of native species including black willow (Salix gooddingii), coast live oak (Quercus agrifolia), and poison oak (Toxicodendron diversilobum).

Area III
Area III is entirely disturbed, occupied largely by stables and sheds and disturbed ground. The edge of Serrano Creek in Area III is highly disturbed and is predominantly vegetated with the non-native species observed in Area IV including Brazilian pepper tree, castor bean, blue-gum eucalyptus, English ivy, giant reed, Mexican fan palm, pampas grass, summer mustard, tree tobacco, and white horehound, as well as a small amount of native species including black willow, coast live oak and poison oak.

Area II
Area II consists of disturbed ground and is occupied by nursery plants. The end of Serrano Creek in Area II is highly disturbed and is predominantly vegetated with non-native species 2 United States Department of Agriculture, Soil Conservation Service. 1991. Hydric Soils of the United States, 3rd Edition, Miscellaneous Publication Number 1491. (In cooperation with the National Technical Committee for Hydric Soils.)

MEMORANDUM
August 15, 2017

Page 4 ends

including Brazilian pepper tree, castor bean, blue-gum eucalyptus, English ivy, giant reed, Mexican fan palm, pampas grass, summer mustard, tree tobacco, and white horehound, as well as a small amount of native species including black willow, coast live oak, and poison oak.

Area V
Area V is entirely disturbed, consisting of several larch mulch piles and a stand of eucalyptus.

The edge of Serrano Creek in Area V is highly disturbed and is predominantly vegetated with non-native species including Brazilian pepper tree, castor bean, blue-gum eucalyptus, English ivy, giant reed, Mexican fan palm, pampas grass, summer mustard, tree tobacco, and white horehound, as well as a small amount of native species including black willow, coast live oak, and poison oak.

Area I
Area I is vegetated with a predominance of coast live oak trees as well as non-natives species including aloe (Aloe arborescens), castor bean, eucalyptus, giant reed, Mexican fan palm, pampas grass, smilo grass (Stipa miliacea), and tree tobacco, and native plants including black willow, mugwort (Artemisia douglasiana), mulefat (Baccharis salicifolia), and bluewitch nightshade (Solanum umbelliferum).

B. Area Upstream of Dimension Drive
The area above the Dimension Drive Bridge is vegetated with a predominance of coast live oak with occasional blue elderberry (Sambucus nigra ssp. caerulea) and California sycamore (Platanus racemose). Understory species form a mosaic with non-native species including aloe, bigleaf periwinkle (Vinca major), castor bean, eucalyptus, Italian thistle (Carduus pycnocephalus), pampas grass, smilo grass, summer mustard, tree of heaven (Ailanthus altissima), and tree tobacco, and native species including California sage brush (Artemisia californica), jimson weed (Datura stramonium), horseweed (Erigeron canadensis), mugwort, mulefat, and poison oak. The Serrano Creek Bike and Equestrian Trail parallels Serrano Creek for this entire segment of Serrano Creek, and is set back only a few feet from the southern edge of Serrano Creek and associated coast live oak riparian habitat.

MEMORANDUM
August 15, 2017

Page 5 ends

IV. RESULTS
B. CDFW Jurisdiction
The limits of CDFW jurisdiction are depicted on Exhibit 4 and extends to the top of the Serrano Creek bank, or to edge of the canopy of associated riparian vegetation that is rooted at the top of bank or below top of bank. The riparian habitat typically consists of native trees such as willows and western sycamores but also includes on patch of giant reed.

A. Corps Jurisdiction
The limits of Corps jurisdiction are determined by the Ordinary High Water Mark (OHWM) which in all areas of Serrano Creek evaluated is below the top of bank as depicted on Exhibit 4.

As such, avoidance of CDFW jurisdiction would ensure that all areas of Corps jurisdiction are also fully avoided.

IV. DISCUSSION OF RESTORATION OPPORTUNITIES
A. Restoration Opportunities Downstream of Dimension Drive The segment of Serrano Creek between the downstream limits and Dimension Drive exhibit restoration opportunities due to the high percentage of non-native invasive species such as giant reed, pampas grass, English ivy, castor bean, Brazilian pepper, blue-gum eucalyptus, and other non-native species. Also, the banks of the channel have been fortified by additions of concrete rubble. Because of the highly-urbanized setting of this segment of Serrano Creek, it is not a good candidate for restoration, strictly for purposes of selling mitigation credits due to the low value that the resource agencies would assign for such credits. In addition, restoration would require authorizations from the CDFW for modifications to the streambank (even if it was determined to have beneficial effects). It would also require a Nationwide Permit 27 from the Corps, which covers stream restoration.

B. Restoration Opportunities Upstream of Dimension Drive The segment of Serrano Creek between the Dimension Drive and the upstream limits exhibit fewer restoration opportunities than the downstream segment due to the generally high cover of coast live oaks. The stream channel is less disturbed than the upstream segment; however, it is also much drier and the banks support a predominance of upland vegetation making establishment of riparian species essentially impossible. Similarly, because of the highlyurbanized setting of this segment of Serrano Creek, like the downstream segment, it not a good candidate for restoration with the intent of selling mitigation credits due to the low value that the

MEMORANDUM
August 15, 2017

Page 6 ends

resource agencies would assign for such credits. As already noted, restoration would require authorizations from the CDFW for modifications to the streambank (even if it was determined to have beneficial effects). It would also require a Nationwide Permit 27 from the Corps, which covers stream restoration.

V. SPECIAL STATUS SPECIES
During the site visits, GLA conducted a habitat assessment for special status plants and animals as addressed below.

A. Special-Status Plants
Areas I – V were evaluated for the presence of special-status plants and/or habitat for specialstatus plants. Because of the high level of disturbance exhibited by these areas, they do not support habitat for special-status plants and as such exhibit no potential for the presence of special-status plants. Similarly, Serrano Creek within the Study Area does not contain suitable habitat for special-status plants. As such, there is no potential for impacts to special-status plants associated with the project.

B. Special -Status Animals
Areas I – V were evaluated for the presence of special-status animals and/or habitat for specialstatus animals. Because of the high level of disturbance exhibited by these areas, they do not support habitat for special-status animals and as such exhibit no potential for the presence of special-status animals. Serrano Creek within the Study Area does not contain suitable habitat for special-status avifauna with the exception of yellow warbler, a California species of special concern. Yellow warbler was not detected during the site visits; however, even if it would occur, the project would not impact any potential habitat.

Portions of Serrano Creek downstream, of Dimension Drive exhibit flowing and/or standing water and could support the western pond turtle, a California species of special concern.

Western pond turtles were not detected during the site visits; however, the site visits did not include focused surveys for this species. Nevertheless, the project would fully avoid impacts to Serrano Creek including areas of potential habitat for the western pond turtle and the project has no potential for impacts to this species.

There are no other special-status species with potential to occur within Areas I – V or that could occupy Serrano Creek that could be impacted by the project.

Sources: Esri, HERE, DeLorme, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), MapmyIndia, NGCC, © OpenStreetMapcontributors, and the GIS User Community Source: ESRI World Street Map
0 2
4 8
Miles
±
Regional Map

SERRANO CREEK
Exhibit 1

PROJECT LOCATION
^
Copyright:© 2013 National Geographic Society, i-cubed
Adapted from USGS El Toro, CA quadrangle
Vicinity Map

PROJECT LOCATION
0 1,000 2,000 4,000
Feet ± SERRANO CREEK Exhibit 2
X:\1100 AFTER THE REST\1296-01CANA\1296-1GIS\1296-1AerialEX3.mxd 0 200 400 100
Feet
±

SERRANO CREEK
Limits of Jurisdiction Map
Exhibit 3 Key Map
Coordinate System: State Plane 6 NAD 83Projection: Lambert Conformal ConicDatum: NAD83Map Prepared by: C. Lukos, GLADate Prepared: August 4, 2017 Commerce Center Drive
Lake Forest Drive
Dimension Drive
1 inch = 250 feet
Approximate Study AreaLimits of Corps JurisdictionLimits of CDFW Jurisdiction X:\1100 AFTER THE REST\1296-01CANA\1296-1GIS\1296-1AerialEX3.mxd 0 125 250 62.5
Feet
±

SERRANO CREEK
Limits of Jurisdiction Map
Exhibit 3A
Coordinate System: State Plane 6 NAD 83Projection: Lambert Conformal ConicDatum: NAD83Map Prepared by: C. Lukos, GLADate Prepared: August 4, 2017 Dimension Drive
1 inch = 125 feet
Approximate Study AreaLimits of Corps JurisdictionLimits of CDFW Jurisdiction X:\1100 AFTER THE REST\1296-01CANA\1296-1GIS\1296-1AerialEX3.mxd 0 125 250 62.5
Feet
±

SERRANO CREEK
Limits of Jurisdiction Map
Exhibit 3B
Coordinate System: State Plane 6 NAD 83Projection: Lambert Conformal ConicDatum: NAD83Map Prepared by: C. Lukos, GLADate Prepared: August 4, 2017 Dimension Drive 1 inch = 125 feet
Approximate Study AreaLimits of Corps JurisdictionLimits of CDFW Jurisdiction Exhibit 4
AREA I20,620 +/- SQ.FT.

AREA V8,118 +/- SQ.FT.

AREA II8,595 +/- SQ.FT.

AREA III35,554 +/- SQ.FT.

AREA IV16,080 +/- SQ.FT.

Griffiths Ranch, LLC Preliminary Drainage Report
20795 Cañada Road, Lake Forest, CA
6 APPENDIX B
Exhibits

SERRANO CREEK
X
X
9 EVC
10 4 6 5 7 8 X X X X X
X
X
X
X
X
X
X
X
X
X
X 1 3 2 4 1 3 2 15' 60' SCALE: 1" = 30' 30' 0 30' GRAPHIC SCALE PRELIMINARY GRADING EXHIBIT

DIMENSION DRIVE

LINEAR LANE
SERRANO CREEK L = 246' L = 310' L = 127' L = 166' L = 227' L = 179' L = 596' ƩƩ ƩƩ ƩƩ ƩƩ ƩƩ ƩƩ L = 661' L = 155' L = 280' L = 107' ƩƩ ƩƩ L = 128' L = 76' Ʃ Ʃ Ʃ ƩƩ

DIMENSION DRIVE

LINEAR LANE

SERRANO CREEK
ƩƩ UNMITIGATED FLOW
Ʃ
Ʃ MITIGATED FLOW
Ʃ
ƩƩ
ƩƩ
Ʃ
Ʃ
Ʃ L = 47' L = 463'
L = 155' L = 70'
L = 114' L = 661' L = 155'
ƩƩ
ƩƩ L = 49'
Griffiths Ranch, LLC Preliminary Drainage Report
20795 Cañada Road, Lake Forest, CA
7 APPENDIX C
Calculations
Griffiths Ranch, LLC Preliminary Drainage Report
20795 Cañada Road, Lake Forest, CA
8 HYDROLOGY

____________________________________________________________________________ ****************************************************************************

RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION)
(c) Copyright 1983-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * GREAT SCOTT RATIONAL METHOD *
* 2 YEAR EXISTING STORM CONDITION *
* CG *
************************************************************************** FILE NAME: GS2E.DAT
TIME/DATE OF STUDY: 10:18 08/22/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 2.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) I ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
=== ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS:

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN
UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 127.00
ELEVATION DATA: UPSTREAM(FEET) = 650.00 DOWNSTREAM(FEET) = 644.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.025
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.613
SUBAREA Tc AND LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL FAIR COVER
"OPEN BRUSH" D 0.25 0.20 1.000 67 9.03
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 0.32
TOTAL AREA(ACRES) = 0.25 PEAK FLOW RATE(CFS) = 0.32
**************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 104.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 644.00 DOWNSTREAM(FEET) = 613.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 596.00 CHANNEL SLOPE = 0.0520 NOTE: CHANNEL FLOW OF 1. CFS WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 0.32
FLOW VELOCITY(FEET/SEC) = 3.42 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.90 Tc(MIN.) = 11.93
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 104.00 = 723.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 11.93
RAINFALL INTENSITY(INCH/HR) = 1.37
AREA-AVERAGED Fm(INCH/HR) = 0.20
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 0.25
TOTAL STREAM AREA(ACRES) = 0.25
PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.32
**************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 7 ---------------------------------------------------------------------------- >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<<
============================================================================ USER-SPECIFIED VALUES ARE AS FOLLOWS:

TC(MIN.) = 10.41 RAINFALL INTENSITY(INCH/HR) = 1.49
EFFECTIVE AREA(ACRES) = 2.16
TOTAL AREA(ACRES) = 2.20 PEAK FLOW RATE(CFS) = 2.93
AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.10
NOTE: EFFECTIVE AREA IS USED AS THE TOTAL CONTRIBUTING AREA FOR ALL CONFLUENCE ANALYSES.
**************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 10.41
RAINFALL INTENSITY(INCH/HR) = 1.49
AREA-AVERAGED Fm(INCH/HR) = 0.02
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 0.10
EFFECTIVE STREAM AREA(ACRES) = 2.16
TOTAL STREAM AREA(ACRES) = 2.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.93
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 0.32 11.93 1.374 0.20( 0.20) 1.00 0.2 400.00
2 2.93 10.41 1.486 0.20( 0.02) 0.10 2.2 104.00

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 3.23 10.41 1.486 0.20( 0.04) 0.18 2.4 104.00
2 3.02 11.93 1.374 0.20( 0.04) 0.19 2.4 400.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 3.23 Tc(MIN.) = 10.41
EFFECTIVE AREA(ACRES) = 2.38 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 2.5
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 104.00 = 723.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 504.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 613.00 DOWNSTREAM(FEET) = 610.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 128.00 CHANNEL SLOPE = 0.0234 CHANNEL FLOW THRU SUBAREA(CFS) = 3.23
FLOW VELOCITY(FEET/SEC) = 2.92 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.73 Tc(MIN.) = 11.14
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 504.00 = 851.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 504.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 500.00 TO NODE 501.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 246.00
ELEVATION DATA: UPSTREAM(FEET) = 645.00 DOWNSTREAM(FEET) = 638.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.170
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.841
SUBAREA Tc AND LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

RESIDENTIAL
"5-7 DWELLINGS/ACRE" D 0.33 0.20 0.500 57 7.17
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA RUNOFF(CFS) = 0.52
TOTAL AREA(ACRES) = 0.33 PEAK FLOW RATE(CFS) = 0.52
**************************************************************************** FLOW PROCESS FROM NODE 501.00 TO NODE 502.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 638.00 DOWNSTREAM(FEET) = 630.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 227.00 CHANNEL SLOPE = 0.0352 NOTE: CHANNEL FLOW OF 1. CFS WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 0.52
FLOW VELOCITY(FEET/SEC) = 2.82 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.34 Tc(MIN.) = 8.51
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 502.00 = 473.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 502.00 TO NODE 502.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.51
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.668
SUBAREA LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" D 0.35 0.20 0.500 57
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 0.35 SUBAREA RUNOFF(CFS) = 0.49
EFFECTIVE AREA(ACRES) = 0.68 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 0.7 PEAK FLOW RATE(CFS) = 0.96
**************************************************************************** FLOW PROCESS FROM NODE 502.00 TO NODE 503.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 630.00 DOWNSTREAM(FEET) = 627.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 179.00 CHANNEL SLOPE = 0.0168 NOTE: CHANNEL FLOW OF 1. CFS WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 0.96
FLOW VELOCITY(FEET/SEC) = 1.94 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.54 Tc(MIN.) = 10.05
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 503.00 = 652.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 503.00 TO NODE 503.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 10.05
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.516
SUBAREA LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"1 DWELLING/ACRE" D 0.36 0.20 0.800 57
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.800
SUBAREA AREA(ACRES) = 0.36 SUBAREA RUNOFF(CFS) = 0.44
EFFECTIVE AREA(ACRES) = 1.04 AREA-AVERAGED Fm(INCH/HR) = 0.12 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 1.0 PEAK FLOW RATE(CFS) = 1.31
**************************************************************************** FLOW PROCESS FROM NODE 503.00 TO NODE 504.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 627.00 DOWNSTREAM(FEET) = 610.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 107.00 CHANNEL SLOPE = 0.1589 NOTE: CHANNEL SLOPE OF .1 WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 1.31
FLOW VELOCITY(FEET/SEC) = 4.99 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.36 Tc(MIN.) = 10.41
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 504.00 = 759.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 504.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 1.31 10.41 1.486 0.20( 0.12) 0.60 1.0 500.00
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 504.00 = 759.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 3.23 11.14 1.429 0.20( 0.04) 0.18 2.4 104.00
2 3.02 12.67 1.328 0.20( 0.04) 0.19 2.4 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 504.00 = 851.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 4.45 10.41 1.486 0.20( 0.06) 0.32 3.3 500.00
2 4.49 11.14 1.429 0.20( 0.06) 0.31 3.4 104.00
3 4.18 12.67 1.328 0.20( 0.06) 0.32 3.5 400.00
TOTAL AREA(ACRES) = 3.5
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 4.49 Tc(MIN.) = 11.140
EFFECTIVE AREA(ACRES) = 3.42 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.31 TOTAL AREA(ACRES) = 3.5
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 504.00 = 851.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 504.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 603.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 610.00 DOWNSTREAM(FEET) = 608.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 76.00 CHANNEL SLOPE = 0.0263 CHANNEL FLOW THRU SUBAREA(CFS) = 4.49
FLOW VELOCITY(FEET/SEC) = 3.34 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.38 Tc(MIN.) = 11.52
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 603.00 = 927.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 603.00 TO NODE 603.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 600.00 TO NODE 601.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 310.00
ELEVATION DATA: UPSTREAM(FEET) = 643.00 DOWNSTREAM(FEET) = 635.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.422
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.805
SUBAREA Tc AND LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
CONDOMINIUMS D 0.33 0.20 0.350 57 7.42
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.350
SUBAREA RUNOFF(CFS) = 0.52
TOTAL AREA(ACRES) = 0.33 PEAK FLOW RATE(CFS) = 0.52
**************************************************************************** FLOW PROCESS FROM NODE 601.00 TO NODE 602.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 635.00 DOWNSTREAM(FEET) = 629.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 166.00 CHANNEL SLOPE = 0.0361 NOTE: CHANNEL FLOW OF 1. CFS WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 0.52
FLOW VELOCITY(FEET/SEC) = 2.85 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.97 Tc(MIN.) = 8.39
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 602.00 = 476.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 602.00 TO NODE 602.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.39
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.682
SUBAREA LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" D 0.38 0.20 0.500 57
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 0.38 SUBAREA RUNOFF(CFS) = 0.54
EFFECTIVE AREA(ACRES) = 0.71 AREA-AVERAGED Fm(INCH/HR) = 0.09 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.43 TOTAL AREA(ACRES) = 0.7 PEAK FLOW RATE(CFS) = 1.02
**************************************************************************** FLOW PROCESS FROM NODE 602.00 TO NODE 603.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 629.00 DOWNSTREAM(FEET) = 608.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 280.00 CHANNEL SLOPE = 0.0750 CHANNEL FLOW THRU SUBAREA(CFS) = 1.02
FLOW VELOCITY(FEET/SEC) = 4.12 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.13 Tc(MIN.) = 9.52
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 603.00 = 756.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 603.00 TO NODE 603.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 1.02 9.52 1.564 0.20( 0.09) 0.43 0.7 600.00
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 603.00 = 756.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 4.45 10.79 1.456 0.20( 0.06) 0.32 3.3 500.00
2 4.49 11.52 1.402 0.20( 0.06) 0.31 3.4 104.00
3 4.18 13.06 1.305 0.20( 0.06) 0.32 3.5 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 603.00 = 927.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 5.25 9.52 1.564 0.20( 0.07) 0.34 3.6 600.00
2 5.40 10.79 1.456 0.20( 0.07) 0.34 4.0 500.00
3 5.39 11.52 1.402 0.20( 0.07) 0.33 4.1 104.00
4 5.02 13.06 1.305 0.20( 0.07) 0.34 4.2 400.00
TOTAL AREA(ACRES) = 4.2
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 5.40 Tc(MIN.) = 10.787
EFFECTIVE AREA(ACRES) = 3.97 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.34 TOTAL AREA(ACRES) = 4.2
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 603.00 = 927.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 603.00 TO NODE 603.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 4.2 TC(MIN.) = 10.79
EFFECTIVE AREA(ACRES) = 3.97 AREA-AVERAGED Fm(INCH/HR)= 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.337 PEAK FLOW RATE(CFS) = 5.40
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 5.25 9.52 1.564 0.20( 0.07) 0.34 3.6 600.00
2 5.40 10.79 1.456 0.20( 0.07) 0.34 4.0 500.00
3 5.39 11.52 1.402 0.20( 0.07) 0.33 4.1 104.00
4 5.02 13.06 1.305 0.20( 0.07) 0.34 4.2 400.00
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS

____________________________________________________________________________ ****************************************************************************

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * GREAT SCOTT RATIONAL METHOD *
* 25 YEAR EXISTING STORM CONDITION *
* CG *
************************************************************************** FILE NAME: GS25E.DAT
TIME/DATE OF STUDY: 10:16 08/22/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 25.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
=== ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS:

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN
UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 127.00
ELEVATION DATA: UPSTREAM(FEET) = 650.00 DOWNSTREAM(FEET) = 644.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.025
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.453
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL FAIR COVER
"OPEN BRUSH" D 0.25 0.20 1.000 83 9.03
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 0.73
TOTAL AREA(ACRES) = 0.25 PEAK FLOW RATE(CFS) = 0.73
**************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 104.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 644.00 DOWNSTREAM(FEET) = 613.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 596.00 CHANNEL SLOPE = 0.0520 NOTE: CHANNEL FLOW OF 1. CFS WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 0.73
FLOW VELOCITY(FEET/SEC) = 3.42 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.90 Tc(MIN.) = 11.93
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 104.00 = 723.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 11.93
RAINFALL INTENSITY(INCH/HR) = 2.95
AREA-AVERAGED Fm(INCH/HR) = 0.20
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 0.25
TOTAL STREAM AREA(ACRES) = 0.25
PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.73
**************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 7 ---------------------------------------------------------------------------- >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<<
============================================================================ USER-SPECIFIED VALUES ARE AS FOLLOWS:

TC(MIN.) = 9.19 RAINFALL INTENSITY(INCH/HR) = 3.42
EFFECTIVE AREA(ACRES) = 2.16
TOTAL AREA(ACRES) = 2.20 PEAK FLOW RATE(CFS) = 6.62
AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.10
NOTE: EFFECTIVE AREA IS USED AS THE TOTAL CONTRIBUTING AREA FOR ALL CONFLUENCE ANALYSES.
**************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 9.19
RAINFALL INTENSITY(INCH/HR) = 3.42
AREA-AVERAGED Fm(INCH/HR) = 0.02
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 0.10
EFFECTIVE STREAM AREA(ACRES) = 2.16
TOTAL STREAM AREA(ACRES) = 2.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.62
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 0.73 11.93 2.949 0.20( 0.20) 1.00 0.2 400.00
2 6.62 9.19 3.418 0.20( 0.02) 0.10 2.2 104.00

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 7.28 9.19 3.418 0.20( 0.03) 0.17 2.4 104.00
2 6.44 11.93 2.949 0.20( 0.04) 0.19 2.4 400.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 7.28 Tc(MIN.) = 9.19
EFFECTIVE AREA(ACRES) = 2.35 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.17 TOTAL AREA(ACRES) = 2.5
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 104.00 = 723.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 504.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 613.00 DOWNSTREAM(FEET) = 610.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 128.00 CHANNEL SLOPE = 0.0234 CHANNEL FLOW THRU SUBAREA(CFS) = 7.28
FLOW VELOCITY(FEET/SEC) = 3.53 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.60 Tc(MIN.) = 9.79
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 504.00 = 851.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 504.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 500.00 TO NODE 501.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 246.00
ELEVATION DATA: UPSTREAM(FEET) = 645.00 DOWNSTREAM(FEET) = 638.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.170
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.934
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

RESIDENTIAL
"5-7 DWELLINGS/ACRE" D 0.33 0.20 0.500 75 7.17
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA RUNOFF(CFS) = 1.14
TOTAL AREA(ACRES) = 0.33 PEAK FLOW RATE(CFS) = 1.14
**************************************************************************** FLOW PROCESS FROM NODE 501.00 TO NODE 502.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 638.00 DOWNSTREAM(FEET) = 630.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 227.00 CHANNEL SLOPE = 0.0352 CHANNEL FLOW THRU SUBAREA(CFS) = 1.14
FLOW VELOCITY(FEET/SEC) = 2.89 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.31 Tc(MIN.) = 8.48
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 502.00 = 473.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 502.00 TO NODE 502.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.48
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.577
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" D 0.35 0.20 0.500 75
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 0.35 SUBAREA RUNOFF(CFS) = 1.10
EFFECTIVE AREA(ACRES) = 0.68 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 0.7 PEAK FLOW RATE(CFS) = 2.13
**************************************************************************** FLOW PROCESS FROM NODE 502.00 TO NODE 503.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 630.00 DOWNSTREAM(FEET) = 627.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 179.00 CHANNEL SLOPE = 0.0168 CHANNEL FLOW THRU SUBAREA(CFS) = 2.13
FLOW VELOCITY(FEET/SEC) = 2.26 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.32 Tc(MIN.) = 9.80
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 503.00 = 652.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 503.00 TO NODE 503.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 9.80
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.295
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"1 DWELLING/ACRE" D 0.36 0.20 0.800 75
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.800
SUBAREA AREA(ACRES) = 0.36 SUBAREA RUNOFF(CFS) = 1.02
EFFECTIVE AREA(ACRES) = 1.04 AREA-AVERAGED Fm(INCH/HR) = 0.12 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 1.0 PEAK FLOW RATE(CFS) = 2.97
**************************************************************************** FLOW PROCESS FROM NODE 503.00 TO NODE 504.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 627.00 DOWNSTREAM(FEET) = 610.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 107.00 CHANNEL SLOPE = 0.1589 NOTE: CHANNEL SLOPE OF .1 WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 2.97
FLOW VELOCITY(FEET/SEC) = 5.93 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.30 Tc(MIN.) = 10.10
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 504.00 = 759.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 504.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 2.97 10.10 3.240 0.20( 0.12) 0.60 1.0 500.00
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 504.00 = 759.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 7.28 9.79 3.297 0.20( 0.03) 0.17 2.4 104.00
2 6.44 12.55 2.865 0.20( 0.04) 0.19 2.4 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 504.00 = 851.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 10.21 9.79 3.297 0.20( 0.06) 0.30 3.4 104.00
2 10.16 10.10 3.240 0.20( 0.06) 0.31 3.4 500.00
3 9.05 12.55 2.865 0.20( 0.06) 0.32 3.5 400.00
TOTAL AREA(ACRES) = 3.5
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 10.21 Tc(MIN.) = 9.793
EFFECTIVE AREA(ACRES) = 3.36 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.31 TOTAL AREA(ACRES) = 3.5
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 504.00 = 851.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 504.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 603.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 610.00 DOWNSTREAM(FEET) = 608.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 76.00 CHANNEL SLOPE = 0.0263 CHANNEL FLOW THRU SUBAREA(CFS) = 10.21
FLOW VELOCITY(FEET/SEC) = 4.08 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.31 Tc(MIN.) = 10.10
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 603.00 = 927.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 603.00 TO NODE 603.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 600.00 TO NODE 601.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 310.00
ELEVATION DATA: UPSTREAM(FEET) = 643.00 DOWNSTREAM(FEET) = 635.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.422
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.857
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
CONDOMINIUMS D 0.33 0.20 0.350 75 7.42
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.350
SUBAREA RUNOFF(CFS) = 1.12
TOTAL AREA(ACRES) = 0.33 PEAK FLOW RATE(CFS) = 1.12
**************************************************************************** FLOW PROCESS FROM NODE 601.00 TO NODE 602.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 635.00 DOWNSTREAM(FEET) = 629.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 166.00 CHANNEL SLOPE = 0.0361 CHANNEL FLOW THRU SUBAREA(CFS) = 1.12
FLOW VELOCITY(FEET/SEC) = 2.92 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.95 Tc(MIN.) = 8.37
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 602.00 = 476.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 602.00 TO NODE 602.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.37
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.604
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" D 0.38 0.20 0.500 75
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 0.38 SUBAREA RUNOFF(CFS) = 1.20
EFFECTIVE AREA(ACRES) = 0.71 AREA-AVERAGED Fm(INCH/HR) = 0.09 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.43 TOTAL AREA(ACRES) = 0.7 PEAK FLOW RATE(CFS) = 2.25
**************************************************************************** FLOW PROCESS FROM NODE 602.00 TO NODE 603.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 629.00 DOWNSTREAM(FEET) = 608.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 280.00 CHANNEL SLOPE = 0.0750 CHANNEL FLOW THRU SUBAREA(CFS) = 2.25
FLOW VELOCITY(FEET/SEC) = 4.83 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.97 Tc(MIN.) = 9.34
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 603.00 = 756.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 603.00 TO NODE 603.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 2.25 9.34 3.387 0.20( 0.09) 0.43 0.7 600.00
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 603.00 = 756.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 10.21 10.10 3.239 0.20( 0.06) 0.30 3.4 104.00
2 10.16 10.41 3.184 0.20( 0.06) 0.31 3.4 500.00
3 9.05 12.87 2.825 0.20( 0.06) 0.32 3.5 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 603.00 = 927.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 12.13 9.34 3.387 0.20( 0.07) 0.33 3.8 600.00
2 12.36 10.10 3.239 0.20( 0.06) 0.32 4.1 104.00
3 12.27 10.41 3.184 0.20( 0.07) 0.33 4.1 500.00
4 10.92 12.87 2.825 0.20( 0.07) 0.34 4.2 400.00
TOTAL AREA(ACRES) = 4.2
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 12.36 Tc(MIN.) = 10.104
EFFECTIVE AREA(ACRES) = 4.07 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.32 TOTAL AREA(ACRES) = 4.2
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 603.00 = 927.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 603.00 TO NODE 603.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 4.2 TC(MIN.) = 10.10
EFFECTIVE AREA(ACRES) = 4.07 AREA-AVERAGED Fm(INCH/HR)= 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.325 PEAK FLOW RATE(CFS) = 12.36
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 12.13 9.34 3.387 0.20( 0.07) 0.33 3.8 600.00
2 12.36 10.10 3.239 0.20( 0.06) 0.32 4.1 104.00
3 12.27 10.41 3.184 0.20( 0.07) 0.33 4.1 500.00
4 10.92 12.87 2.825 0.20( 0.07) 0.34 4.2 400.00
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS

____________________________________________________________________________ ****************************************************************************

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * GREAT SCOTT RATIONAL METHOD *
* 100 YEAR EXISTING STORM CONDITION *
* CG *
************************************************************************** FILE NAME: GS100E.DAT
TIME/DATE OF STUDY: 10:22 08/22/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
=== ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS:

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN
UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 127.00
ELEVATION DATA: UPSTREAM(FEET) = 650.00 DOWNSTREAM(FEET) = 644.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.025
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.411
SUBAREA Tc AND LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL FAIR COVER
"OPEN BRUSH" D 0.25 0.20 1.000 96 9.03
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 0.95
TOTAL AREA(ACRES) = 0.25 PEAK FLOW RATE(CFS) = 0.95
**************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 104.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 644.00 DOWNSTREAM(FEET) = 613.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 596.00 CHANNEL SLOPE = 0.0520 NOTE: CHANNEL FLOW OF 1. CFS WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 0.95
FLOW VELOCITY(FEET/SEC) = 3.42 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.90 Tc(MIN.) = 11.93
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 104.00 = 723.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 11.93
RAINFALL INTENSITY(INCH/HR) = 3.76
AREA-AVERAGED Fm(INCH/HR) = 0.20
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 0.25
TOTAL STREAM AREA(ACRES) = 0.25
PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.95
**************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 7 ---------------------------------------------------------------------------- >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<<
============================================================================ USER-SPECIFIED VALUES ARE AS FOLLOWS:

TC(MIN.) = 8.95 RAINFALL INTENSITY(INCH/HR) = 4.43
EFFECTIVE AREA(ACRES) = 2.16
TOTAL AREA(ACRES) = 2.20 PEAK FLOW RATE(CFS) = 8.59
AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.10
NOTE: EFFECTIVE AREA IS USED AS THE TOTAL CONTRIBUTING AREA FOR ALL CONFLUENCE ANALYSES.
**************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 8.95
RAINFALL INTENSITY(INCH/HR) = 4.43
AREA-AVERAGED Fm(INCH/HR) = 0.02
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 0.10
EFFECTIVE STREAM AREA(ACRES) = 2.16
TOTAL STREAM AREA(ACRES) = 2.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.59
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 0.95 11.93 3.759 0.20( 0.20) 1.00 0.2 400.00
2 8.59 8.95 4.432 0.20( 0.02) 0.10 2.2 104.00

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 9.44 8.95 4.432 0.20( 0.03) 0.17 2.3 104.00
2 8.23 11.93 3.759 0.20( 0.04) 0.19 2.4 400.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 9.44 Tc(MIN.) = 8.95
EFFECTIVE AREA(ACRES) = 2.35 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.17 TOTAL AREA(ACRES) = 2.5
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 104.00 = 723.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 504.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 613.00 DOWNSTREAM(FEET) = 610.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 128.00 CHANNEL SLOPE = 0.0234 CHANNEL FLOW THRU SUBAREA(CFS) = 9.44
FLOW VELOCITY(FEET/SEC) = 3.77 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 9.52
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 504.00 = 851.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 504.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 500.00 TO NODE 501.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 246.00
ELEVATION DATA: UPSTREAM(FEET) = 645.00 DOWNSTREAM(FEET) = 638.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.170
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.033
SUBAREA Tc AND LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

RESIDENTIAL
"5-7 DWELLINGS/ACRE" D 0.33 0.20 0.500 91 7.17
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA RUNOFF(CFS) = 1.47
TOTAL AREA(ACRES) = 0.33 PEAK FLOW RATE(CFS) = 1.47
**************************************************************************** FLOW PROCESS FROM NODE 501.00 TO NODE 502.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 638.00 DOWNSTREAM(FEET) = 630.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 227.00 CHANNEL SLOPE = 0.0352 CHANNEL FLOW THRU SUBAREA(CFS) = 1.47
FLOW VELOCITY(FEET/SEC) = 3.03 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.25 Tc(MIN.) = 8.42
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 502.00 = 473.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 502.00 TO NODE 502.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.42
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.591
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" D 0.35 0.20 0.500 91
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 0.35 SUBAREA RUNOFF(CFS) = 1.41
EFFECTIVE AREA(ACRES) = 0.68 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 0.7 PEAK FLOW RATE(CFS) = 2.75
**************************************************************************** FLOW PROCESS FROM NODE 502.00 TO NODE 503.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 630.00 DOWNSTREAM(FEET) = 627.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 179.00 CHANNEL SLOPE = 0.0168 CHANNEL FLOW THRU SUBAREA(CFS) = 2.75
FLOW VELOCITY(FEET/SEC) = 2.38 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.25 Tc(MIN.) = 9.67
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 503.00 = 652.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 503.00 TO NODE 503.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 9.67
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.240
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"1 DWELLING/ACRE" D 0.36 0.20 0.800 91
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.800
SUBAREA AREA(ACRES) = 0.36 SUBAREA RUNOFF(CFS) = 1.32
EFFECTIVE AREA(ACRES) = 1.04 AREA-AVERAGED Fm(INCH/HR) = 0.12 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 1.0 PEAK FLOW RATE(CFS) = 3.86
**************************************************************************** FLOW PROCESS FROM NODE 503.00 TO NODE 504.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 627.00 DOWNSTREAM(FEET) = 610.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 107.00 CHANNEL SLOPE = 0.1589 NOTE: CHANNEL SLOPE OF .1 WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 3.86
FLOW VELOCITY(FEET/SEC) = 6.28 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.28 Tc(MIN.) = 9.95
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 504.00 = 759.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 504.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 3.86 9.95 4.171 0.20( 0.12) 0.60 1.0 500.00
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 504.00 = 759.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 9.44 9.52 4.279 0.20( 0.03) 0.17 2.3 104.00
2 8.23 12.51 3.658 0.20( 0.04) 0.19 2.4 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 504.00 = 851.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 13.22 9.52 4.279 0.20( 0.06) 0.30 3.3 104.00
2 13.12 9.95 4.171 0.20( 0.06) 0.31 3.4 500.00
3 11.60 12.51 3.658 0.20( 0.06) 0.32 3.5 400.00
TOTAL AREA(ACRES) = 3.5
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 13.22 Tc(MIN.) = 9.516
EFFECTIVE AREA(ACRES) = 3.34 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.31 TOTAL AREA(ACRES) = 3.5
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 504.00 = 851.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 504.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 504.00 TO NODE 603.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 610.00 DOWNSTREAM(FEET) = 608.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 76.00 CHANNEL SLOPE = 0.0263 CHANNEL FLOW THRU SUBAREA(CFS) = 13.22
FLOW VELOCITY(FEET/SEC) = 4.36 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.29 Tc(MIN.) = 9.81
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 603.00 = 927.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 603.00 TO NODE 603.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 600.00 TO NODE 601.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 310.00
ELEVATION DATA: UPSTREAM(FEET) = 643.00 DOWNSTREAM(FEET) = 635.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.422
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.934
SUBAREA Tc AND LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
CONDOMINIUMS D 0.33 0.20 0.350 91 7.42
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.350
SUBAREA RUNOFF(CFS) = 1.44
TOTAL AREA(ACRES) = 0.33 PEAK FLOW RATE(CFS) = 1.44
**************************************************************************** FLOW PROCESS FROM NODE 601.00 TO NODE 602.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 635.00 DOWNSTREAM(FEET) = 629.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 166.00 CHANNEL SLOPE = 0.0361 CHANNEL FLOW THRU SUBAREA(CFS) = 1.44
FLOW VELOCITY(FEET/SEC) = 3.06 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.90 Tc(MIN.) = 8.33
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 602.00 = 476.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 602.00 TO NODE 602.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.33
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.620
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" D 0.38 0.20 0.500 91
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 0.38 SUBAREA RUNOFF(CFS) = 1.55
EFFECTIVE AREA(ACRES) = 0.71 AREA-AVERAGED Fm(INCH/HR) = 0.09 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.43 TOTAL AREA(ACRES) = 0.7 PEAK FLOW RATE(CFS) = 2.90
**************************************************************************** FLOW PROCESS FROM NODE 602.00 TO NODE 603.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 629.00 DOWNSTREAM(FEET) = 608.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 280.00 CHANNEL SLOPE = 0.0750 CHANNEL FLOW THRU SUBAREA(CFS) = 2.90
FLOW VELOCITY(FEET/SEC) = 5.10 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.91 Tc(MIN.) = 9.24
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 603.00 = 756.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 603.00 TO NODE 603.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 2.90 9.24 4.352 0.20( 0.09) 0.43 0.7 600.00
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 603.00 = 756.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 13.22 9.81 4.206 0.20( 0.06) 0.30 3.3 104.00
2 13.12 10.24 4.102 0.20( 0.06) 0.31 3.4 500.00
3 11.60 12.82 3.608 0.20( 0.06) 0.32 3.5 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 603.00 = 927.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 15.79 9.24 4.352 0.20( 0.06) 0.32 3.9 600.00
2 16.02 9.81 4.206 0.20( 0.06) 0.32 4.1 104.00
3 15.84 10.24 4.102 0.20( 0.07) 0.33 4.1 500.00
4 13.99 12.82 3.608 0.20( 0.07) 0.34 4.2 400.00
TOTAL AREA(ACRES) = 4.2
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 16.02 Tc(MIN.) = 9.807
EFFECTIVE AREA(ACRES) = 4.05 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.32 TOTAL AREA(ACRES) = 4.2
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 603.00 = 927.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 603.00 TO NODE 603.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 4.2 TC(MIN.) = 9.81
EFFECTIVE AREA(ACRES) = 4.05 AREA-AVERAGED Fm(INCH/HR)= 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.323 PEAK FLOW RATE(CFS) = 16.02
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 15.79 9.24 4.352 0.20( 0.06) 0.32 3.9 600.00
2 16.02 9.81 4.206 0.20( 0.06) 0.32 4.1 104.00
3 15.84 10.24 4.102 0.20( 0.07) 0.33 4.1 500.00
4 13.99 12.82 3.608 0.20( 0.07) 0.34 4.2 400.00
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS

____________________________________________________________________________ ****************************************************************************

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * GREAT SCOTT OFFSITE RATIONAL METHOD *
* 2 YEAR EXISTING CONDITION *
* 8/16/2023 CG *
************************************************************************** FILE NAME: GSOFF2.DAT
TIME/DATE OF STUDY: 10:06 08/22/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 2.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) I ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
=== ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS:

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN
UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 182.00
ELEVATION DATA: UPSTREAM(FEET) = 645.00 DOWNSTREAM(FEET) = 640.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.002
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.263
SUBAREA Tc AND LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL D 0.46 0.20 0.100 57 5.00
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA RUNOFF(CFS) = 0.93
TOTAL AREA(ACRES) = 0.46 PEAK FLOW RATE(CFS) = 0.93
**************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 62 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 1 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 640.00 DOWNSTREAM ELEVATION(FEET) = 631.00 STREET LENGTH(FEET) = 699.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 30.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.10 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.32
HALFSTREET FLOOD WIDTH(FEET) = 8.78
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.38
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.76
STREET FLOW TRAVEL TIME(MIN.) = 4.90 Tc(MIN.) = 9.91
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.529
SUBAREA LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL D 1.70 0.20 0.100 57
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 1.70 SUBAREA RUNOFF(CFS) = 2.31
EFFECTIVE AREA(ACRES) = 2.16 AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.2 PEAK FLOW RATE(CFS) = 2.93
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 10.35 FLOW VELOCITY(FEET/SEC.) = 2.55 DEPTH*VELOCITY(FT*FT/SEC.) = 0.89 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 102.00 = 881.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 625.00 DOWNSTREAM(FEET) = 624.00 FLOW LENGTH(FEET) = 20.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 5.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.02
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.93
PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 9.94
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 103.00 = 901.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 624.00 DOWNSTREAM(FEET) = 615.00 FLOW LENGTH(FEET) = 230.23 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 5.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.23
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.93
PIPE TRAVEL TIME(MIN.) = 0.47 Tc(MIN.) = 10.41
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 104.00 = 1131.23 FEET. ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 2.2 TC(MIN.) = 10.41
EFFECTIVE AREA(ACRES) = 2.16 AREA-AVERAGED Fm(INCH/HR)= 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 2.93
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS

____________________________________________________________________________ ****************************************************************************

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * GREAT SCOTT OFFSITE RATIONAL METHOD *
* 25 YEAR EXISTING CONDITION *
* 8/16/2023 CG *
************************************************************************** FILE NAME: GSOFF25.DAT
TIME/DATE OF STUDY: 10:07 08/22/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 25.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN
UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 182.00
ELEVATION DATA: UPSTREAM(FEET) = 645.00 DOWNSTREAM(FEET) = 640.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.002
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.823
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL D 0.46 0.20 0.100 75 5.00
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA RUNOFF(CFS) = 1.99
TOTAL AREA(ACRES) = 0.46 PEAK FLOW RATE(CFS) = 1.99
**************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 62 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 1 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 640.00 DOWNSTREAM ELEVATION(FEET) = 631.00 STREET LENGTH(FEET) = 699.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 30.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.62 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.39
HALFSTREET FLOOD WIDTH(FEET) = 12.77
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.80
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.09
STREET FLOW TRAVEL TIME(MIN.) = 4.16 Tc(MIN.) = 9.16
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.424
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL D 1.70 0.20 0.100 75
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 1.70 SUBAREA RUNOFF(CFS) = 5.21
EFFECTIVE AREA(ACRES) = 2.16 AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.2 PEAK FLOW RATE(CFS) = 6.62
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.43 HALFSTREET FLOOD WIDTH(FEET) = 14.88 FLOW VELOCITY(FEET/SEC.) = 3.05 DEPTH*VELOCITY(FT*FT/SEC.) = 1.31 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 102.00 = 881.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 625.00 DOWNSTREAM(FEET) = 624.00 FLOW LENGTH(FEET) = 20.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 10.85
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.62
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 9.19
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 103.00 = 901.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 624.00 DOWNSTREAM(FEET) = 615.00 FLOW LENGTH(FEET) = 230.23 MANNING'S N = 0.013
DEPTH OF FLOW IN 12.0 INCH PIPE IS 9.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.70
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.62
PIPE TRAVEL TIME(MIN.) = 0.40 Tc(MIN.) = 9.59
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 104.00 = 1131.23 FEET. ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 2.2 TC(MIN.) = 9.59
EFFECTIVE AREA(ACRES) = 2.16 AREA-AVERAGED Fm(INCH/HR)= 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 6.62
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS
____________________________________________________________________________ ****************************************************************************

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * GREAT SCOTT OFFSITE RATIONAL METHOD *
* 100 YEAR EXISTING CONDITION *
* 8/16/2023 CG *
************************************************************************** FILE NAME: GSOFF.DAT
TIME/DATE OF STUDY: 10:03 08/22/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
=== ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS:

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN
UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 182.00
ELEVATION DATA: UPSTREAM(FEET) = 645.00 DOWNSTREAM(FEET) = 640.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.002
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.186
SUBAREA Tc AND LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL D 0.46 0.20 0.100 91 5.00
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA RUNOFF(CFS) = 2.55
TOTAL AREA(ACRES) = 0.46 PEAK FLOW RATE(CFS) = 2.55
**************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 62 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 1 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 640.00 DOWNSTREAM ELEVATION(FEET) = 631.00 STREET LENGTH(FEET) = 699.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 30.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.97 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.42
HALFSTREET FLOOD WIDTH(FEET) = 14.26
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.97
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.24
STREET FLOW TRAVEL TIME(MIN.) = 3.92 Tc(MIN.) = 8.92
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.440
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL D 1.70 0.20 0.100 91
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 1.70 SUBAREA RUNOFF(CFS) = 6.76
EFFECTIVE AREA(ACRES) = 2.16 AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.2 PEAK FLOW RATE(CFS) = 8.59
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.46 HALFSTREET FLOOD WIDTH(FEET) = 16.60 FLOW VELOCITY(FEET/SEC.) = 3.24 DEPTH*VELOCITY(FT*FT/SEC.) = 1.49 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 102.00 = 881.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 625.00 DOWNSTREAM(FEET) = 624.00 FLOW LENGTH(FEET) = 20.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.79
ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.59
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 8.95
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 103.00 = 901.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 624.00 DOWNSTREAM(FEET) = 615.00 FLOW LENGTH(FEET) = 230.23 MANNING'S N = 0.013
DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 10.71
ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.59
PIPE TRAVEL TIME(MIN.) = 0.36 Tc(MIN.) = 9.31
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 104.00 = 1131.23 FEET. ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 2.2 TC(MIN.) = 9.31
EFFECTIVE AREA(ACRES) = 2.16 AREA-AVERAGED Fm(INCH/HR)= 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 8.59
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS
____________________________________________________________________________ ****************************************************************************

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * Great Scott- Lake Forest Proposed Hydrology *
* RATIONAL METHOD 2-YR STORM EVENT *
* CG *
************************************************************************** FILE NAME: GS2P.DAT
TIME/DATE OF STUDY: 10:18 08/22/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 2.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) I ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 155.00
ELEVATION DATA: UPSTREAM(FEET) = 651.00 DOWNSTREAM(FEET) = 642.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.974
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.870
SUBAREA Tc AND LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" D 0.23 0.20 1.000 83 6.97

URBAN FAIR COVER
"TURF" D 0.01 0.20 1.000 66 9.38
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 0.36
TOTAL AREA(ACRES) = 0.24 PEAK FLOW RATE(CFS) = 0.36
**************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 402.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 637.00 DOWNSTREAM(FEET) = 636.00 FLOW LENGTH(FEET) = 47.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 3.66
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.36
PIPE TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 7.19
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 402.00 = 202.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 402.00 TO NODE 403.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 636.00 DOWNSTREAM(FEET) = 624.00 FLOW LENGTH(FEET) = 463.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 3.92
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.36
PIPE TRAVEL TIME(MIN.) = 1.97 Tc(MIN.) = 9.16
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 403.00 = 665.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 403.00 TO NODE 403.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 9.16
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.599
SUBAREA LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL D 0.18 0.20 0.100 57

URBAN FAIR COVER
"TURF" D 0.09 0.20 1.000 66

NATURAL POOR COVER
"BARREN" D 0.86 0.20 1.000 83
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.857
SUBAREA AREA(ACRES) = 1.13 SUBAREA RUNOFF(CFS) = 1.45
EFFECTIVE AREA(ACRES) = 1.37 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.88 TOTAL AREA(ACRES) = 1.4 PEAK FLOW RATE(CFS) = 1.75
**************************************************************************** FLOW PROCESS FROM NODE 403.00 TO NODE 404.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 624.00 DOWNSTREAM(FEET) = 623.00 FLOW LENGTH(FEET) = 70.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 5.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 4.96
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.75
PIPE TRAVEL TIME(MIN.) = 0.24 Tc(MIN.) = 9.39
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 404.00 = 735.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 404.00 TO NODE 405.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 623.00 DOWNSTREAM(FEET) = 614.00 FLOW LENGTH(FEET) = 49.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.45
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.75
PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 9.46
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 405.00 = 784.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 9.46
* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.570
SUBAREA LOSS RATE DATA(AMC I ):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

URBAN FAIR COVER
"TURF" D 0.01 0.20 1.000 66

NATURAL POOR COVER
"BARREN" D 0.62 0.20 1.000 83
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA AREA(ACRES) = 0.63 SUBAREA RUNOFF(CFS) = 0.78
EFFECTIVE AREA(ACRES) = 2.00 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.92 TOTAL AREA(ACRES) = 2.0 PEAK FLOW RATE(CFS) = 2.50
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 9.46
RAINFALL INTENSITY(INCH/HR) = 1.57
AREA-AVERAGED Fm(INCH/HR) = 0.18
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 0.92
EFFECTIVE STREAM AREA(ACRES) = 2.00
TOTAL STREAM AREA(ACRES) = 2.00
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.50
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 7 ---------------------------------------------------------------------------- >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<<
============================================================================ USER-SPECIFIED VALUES ARE AS FOLLOWS:

TC(MIN.) = 10.41 RAINFALL INTENSITY(INCH/HR) = 1.49
EFFECTIVE AREA(ACRES) = 2.16
TOTAL AREA(ACRES) = 2.20 PEAK FLOW RATE(CFS) = 2.93
AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.10
NOTE: EFFECTIVE AREA IS USED AS THE TOTAL CONTRIBUTING AREA FOR ALL CONFLUENCE ANALYSES.
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 10.41
RAINFALL INTENSITY(INCH/HR) = 1.49
AREA-AVERAGED Fm(INCH/HR) = 0.02
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 0.10
EFFECTIVE STREAM AREA(ACRES) = 2.16
TOTAL STREAM AREA(ACRES) = 2.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.93
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 2.50 9.46 1.570 0.20( 0.18) 0.92 2.0 400.00
2 2.93 10.41 1.486 0.20( 0.02) 0.10 2.2 405.00

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 5.31 9.46 1.570 0.20( 0.10) 0.51 4.0 400.00
2 5.27 10.41 1.486 0.20( 0.10) 0.49 4.2 405.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 5.31 Tc(MIN.) = 9.46
EFFECTIVE AREA(ACRES) = 3.96 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.51 TOTAL AREA(ACRES) = 4.2
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 405.00 = 784.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 104.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 614.00 DOWNSTREAM(FEET) = 613.00 FLOW LENGTH(FEET) = 114.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 15.0 INCH PIPE IS 11.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.31
ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 5.31
PIPE TRAVEL TIME(MIN.) = 0.36 Tc(MIN.) = 9.82
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 104.00 = 898.00 FEET. ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 4.2 TC(MIN.) = 9.82
EFFECTIVE AREA(ACRES) = 3.96 AREA-AVERAGED Fm(INCH/HR)= 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.513 PEAK FLOW RATE(CFS) = 5.31
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 5.31 9.82 1.537 0.20( 0.10) 0.51 4.0 400.00
2 5.27 10.77 1.457 0.20( 0.10) 0.49 4.2 405.00
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS

____________________________________________________________________________ ****************************************************************************

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * Great Scott- Lake Forest Proposed Hydrology *
* RATIONAL METHOD 25 YEAR STORM EVENT *
* CG *
************************************************************************** FILE NAME: GS25P.DAT
TIME/DATE OF STUDY: 10:17 08/22/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 25.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 155.00
ELEVATION DATA: UPSTREAM(FEET) = 651.00 DOWNSTREAM(FEET) = 642.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.974
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.996
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" D 0.23 0.20 1.000 93 6.97

URBAN FAIR COVER
"TURF" D 0.01 0.20 1.000 82 9.38
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 0.82
TOTAL AREA(ACRES) = 0.24 PEAK FLOW RATE(CFS) = 0.82
**************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 402.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 637.00 DOWNSTREAM(FEET) = 636.00 FLOW LENGTH(FEET) = 47.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 3.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 4.65
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.82
PIPE TRAVEL TIME(MIN.) = 0.17 Tc(MIN.) = 7.14
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 402.00 = 202.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 402.00 TO NODE 403.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 636.00 DOWNSTREAM(FEET) = 624.00 FLOW LENGTH(FEET) = 463.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 3.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.00
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.82
PIPE TRAVEL TIME(MIN.) = 1.54 Tc(MIN.) = 8.69
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 403.00 = 665.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 403.00 TO NODE 403.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.69
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.529
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL D 0.18 0.20 0.100 75

URBAN FAIR COVER
"TURF" D 0.09 0.20 1.000 82

NATURAL POOR COVER
"BARREN" D 0.86 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.857
SUBAREA AREA(ACRES) = 1.13 SUBAREA RUNOFF(CFS) = 3.41
EFFECTIVE AREA(ACRES) = 1.37 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.88 TOTAL AREA(ACRES) = 1.4 PEAK FLOW RATE(CFS) = 4.13
**************************************************************************** FLOW PROCESS FROM NODE 403.00 TO NODE 404.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 624.00 DOWNSTREAM(FEET) = 623.00 FLOW LENGTH(FEET) = 70.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.15
ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 4.13
PIPE TRAVEL TIME(MIN.) = 0.19 Tc(MIN.) = 8.88
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 404.00 = 735.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 404.00 TO NODE 405.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 623.00 DOWNSTREAM(FEET) = 614.00 FLOW LENGTH(FEET) = 49.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 4.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 15.90
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 4.13
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 8.93
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 405.00 = 784.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.93
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.474
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

URBAN FAIR COVER
"TURF" D 0.01 0.20 1.000 82

NATURAL POOR COVER
"BARREN" D 0.62 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA AREA(ACRES) = 0.63 SUBAREA RUNOFF(CFS) = 1.86
EFFECTIVE AREA(ACRES) = 2.00 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.92 TOTAL AREA(ACRES) = 2.0 PEAK FLOW RATE(CFS) = 5.92
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 8.93
RAINFALL INTENSITY(INCH/HR) = 3.47
AREA-AVERAGED Fm(INCH/HR) = 0.18
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 0.92
EFFECTIVE STREAM AREA(ACRES) = 2.00
TOTAL STREAM AREA(ACRES) = 2.00
PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.92
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 7 ---------------------------------------------------------------------------- >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<<
============================================================================ USER-SPECIFIED VALUES ARE AS FOLLOWS:

TC(MIN.) = 9.19 RAINFALL INTENSITY(INCH/HR) = 3.42
EFFECTIVE AREA(ACRES) = 2.16
TOTAL AREA(ACRES) = 2.20 PEAK FLOW RATE(CFS) = 6.62
AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.10
NOTE: EFFECTIVE AREA IS USED AS THE TOTAL CONTRIBUTING AREA FOR ALL CONFLUENCE ANALYSES.
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 9.19
RAINFALL INTENSITY(INCH/HR) = 3.42
AREA-AVERAGED Fm(INCH/HR) = 0.02
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 0.10
EFFECTIVE STREAM AREA(ACRES) = 2.16
TOTAL STREAM AREA(ACRES) = 2.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.62
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 5.92 8.93 3.474 0.20( 0.18) 0.92 2.0 400.00
2 6.62 9.19 3.418 0.20( 0.02) 0.10 2.2 405.00

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 12.46 8.93 3.474 0.20( 0.10) 0.50 4.1 400.00
2 12.44 9.19 3.418 0.20( 0.10) 0.49 4.2 405.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 12.46 Tc(MIN.) = 8.93
EFFECTIVE AREA(ACRES) = 4.10 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 4.2
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 405.00 = 784.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 104.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 614.00 DOWNSTREAM(FEET) = 613.00 FLOW LENGTH(FEET) = 114.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.61
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 12.46
PIPE TRAVEL TIME(MIN.) = 0.29 Tc(MIN.) = 9.22
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 104.00 = 898.00 FEET. ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 4.2 TC(MIN.) = 9.22
EFFECTIVE AREA(ACRES) = 4.10 AREA-AVERAGED Fm(INCH/HR)= 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.500 PEAK FLOW RATE(CFS) = 12.46
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 12.46 9.22 3.413 0.20( 0.10) 0.50 4.1 400.00
2 12.44 9.48 3.359 0.20( 0.10) 0.49 4.2 405.00
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS

____________________________________________________________________________ ****************************************************************************

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * Great Scott- Lake Forest Proposed Hydrology *
* Rational Method 100-year storm event *
* CG *
************************************************************************** FILE NAME: GS100P.DAT
TIME/DATE OF STUDY: 10:23 08/22/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 155.00
ELEVATION DATA: UPSTREAM(FEET) = 651.00 DOWNSTREAM(FEET) = 642.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.974
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.113
SUBAREA Tc AND LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" D 0.23 0.20 1.000 98 6.97

URBAN FAIR COVER
"TURF" D 0.01 0.20 1.000 95 9.38
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 1.06
TOTAL AREA(ACRES) = 0.24 PEAK FLOW RATE(CFS) = 1.06
**************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 402.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 637.00 DOWNSTREAM(FEET) = 636.00 FLOW LENGTH(FEET) = 47.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 3.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.00
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.06
PIPE TRAVEL TIME(MIN.) = 0.16 Tc(MIN.) = 7.13
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 402.00 = 202.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 402.00 TO NODE 403.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 636.00 DOWNSTREAM(FEET) = 624.00 FLOW LENGTH(FEET) = 463.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 3.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.36
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.06
PIPE TRAVEL TIME(MIN.) = 1.44 Tc(MIN.) = 8.57
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 403.00 = 665.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 403.00 TO NODE 403.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.57
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.544
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL D 0.18 0.20 0.100 91

URBAN FAIR COVER
"TURF" D 0.09 0.20 1.000 95

NATURAL POOR COVER
"BARREN" D 0.86 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.857
SUBAREA AREA(ACRES) = 1.13 SUBAREA RUNOFF(CFS) = 4.45
EFFECTIVE AREA(ACRES) = 1.37 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.88 TOTAL AREA(ACRES) = 1.4 PEAK FLOW RATE(CFS) = 5.38
**************************************************************************** FLOW PROCESS FROM NODE 403.00 TO NODE 404.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 624.00 DOWNSTREAM(FEET) = 623.00 FLOW LENGTH(FEET) = 70.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.53
ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 5.38
PIPE TRAVEL TIME(MIN.) = 0.18 Tc(MIN.) = 8.75
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 404.00 = 735.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 404.00 TO NODE 405.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 623.00 DOWNSTREAM(FEET) = 614.00 FLOW LENGTH(FEET) = 49.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 5.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 17.08
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 5.38
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 8.80
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 405.00 = 784.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 8.80
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.476
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

URBAN FAIR COVER
"TURF" D 0.01 0.20 1.000 95

NATURAL POOR COVER
"BARREN" D 0.62 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA AREA(ACRES) = 0.63 SUBAREA RUNOFF(CFS) = 2.42
EFFECTIVE AREA(ACRES) = 2.00 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.92 TOTAL AREA(ACRES) = 2.0 PEAK FLOW RATE(CFS) = 7.73
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 8.80
RAINFALL INTENSITY(INCH/HR) = 4.48
AREA-AVERAGED Fm(INCH/HR) = 0.18
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 0.92
EFFECTIVE STREAM AREA(ACRES) = 2.00
TOTAL STREAM AREA(ACRES) = 2.00
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.73
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 7 ---------------------------------------------------------------------------- >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<<
============================================================================ USER-SPECIFIED VALUES ARE AS FOLLOWS:

TC(MIN.) = 8.95 RAINFALL INTENSITY(INCH/HR) = 4.43
EFFECTIVE AREA(ACRES) = 2.16
TOTAL AREA(ACRES) = 2.20 PEAK FLOW RATE(CFS) = 8.59
AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.10
NOTE: EFFECTIVE AREA IS USED AS THE TOTAL CONTRIBUTING AREA FOR ALL CONFLUENCE ANALYSES.
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 8.95
RAINFALL INTENSITY(INCH/HR) = 4.43
AREA-AVERAGED Fm(INCH/HR) = 0.02
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 0.10
EFFECTIVE STREAM AREA(ACRES) = 2.16
TOTAL STREAM AREA(ACRES) = 2.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.59
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 7.73 8.80 4.476 0.20( 0.18) 0.92 2.0 400.00
2 8.59 8.95 4.432 0.20( 0.02) 0.10 2.2 405.00

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 16.25 8.80 4.476 0.20( 0.10) 0.50 4.1 400.00
2 16.24 8.95 4.432 0.20( 0.10) 0.49 4.2 405.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 16.25 Tc(MIN.) = 8.80
EFFECTIVE AREA(ACRES) = 4.12 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 4.2
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 405.00 = 784.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 104.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 614.00 DOWNSTREAM(FEET) = 613.00 FLOW LENGTH(FEET) = 114.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 7.12
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 16.25
PIPE TRAVEL TIME(MIN.) = 0.27 Tc(MIN.) = 9.06
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 104.00 = 898.00 FEET. ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 4.2 TC(MIN.) = 9.06
EFFECTIVE AREA(ACRES) = 4.12 AREA-AVERAGED Fm(INCH/HR)= 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 0.497 PEAK FLOW RATE(CFS) = 16.25
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 16.25 9.06 4.400 0.20( 0.10) 0.50 4.1 400.00
2 16.24 9.22 4.358 0.20( 0.10) 0.49 4.2 405.00
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS

Griffiths Ranch, LLC Preliminary Drainage Report
20795 Cañada Road, Lake Forest, CA
9 UNDERGROUND STORAGE SYSTEM

Stage (ft) D/d (ft) Ca A (sf) Pipe Volume
(cf)
Manifold
Volume (cf)
Storage
(cf)
Storage
(ac-ft) h (ft) Outflow (cfs) Description

1.3 0.24 0.1449 4.38 4296 53 4,348 0.100 0.6 6.521 Orifice Eqn 18"HDPE

1.5 0.27 0.1711 5.18 5072 62 5,134 0.118 0.8 7.614 Orifice Eqn 18"HDPE 2 0.36 0.2546 7.70 7548 92 7,640 0.175 1.3 9.830 Orifice Eqn 18"HDPE

2.5 0.45 0.3428 10.37 10162 124 10,287 0.236 1.8 11.631 Orifice Eqn 18"HDPE 3 0.55 0.4430 13.40 13133 161 13,294 0.305 2.3 13.189 Orifice Eqn 18"HDPE

3.5 0.64 0.5310 16.06 15741 193 15,934 0.366 2.8 14.581 Orifice Eqn 18"HDPE 4 0.73 0.6140 18.57 18202 223 18,425 0.423 3.3 15.851 Orifice Eqn 18"HDPE

4.5 0.82 0.6890 20.84 20425 250 20,676 0.475 3.8 17.026 Orifice Eqn 18"HDPE 5 0.91 0.7500 22.69 22234 272 22,506 0.517 4.3 18.126 Orifice Eqn 18"HDPE

5.5 1.00 NA 23.76 23283 285 23,568 0.541 4.8 19.163 Orifice Eqn 18"HDPE Detention Pipe Length = 140 ft
Number of Detention Pipe = 7
Manifold Length between Pipe = 12 ft
A = Flow area based on King's Table 1-1 = Ca*d2
Pipe Volume = A * Pipe Length * Number of Pipe
Manifold Volume = A * Manifold Length in between Pipes
Storage = Pipe Volume + Manifold Volume
Pipe full flow area is equal to circle area.

King's Table 1-1 is attached.
d o = Orifice pipe diameter = 1.5 ft
Cd = 0.62
g = 32.2 ft/sec^2
h = Height from stage depth to middle of orifice
Detention System
= ∗
=

∗

4 ∗ 2 ∗ ∗ ℎ
Griffiths Ranch, LLC Preliminary Drainage Report
20795 Cañada Road, Lake Forest, CA
10 PROPOSED HYDROGRAPHS

____________________________________________________________________________ **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm)

AND LOW LOSS FRACTION ESTIMATIONS
============================================================================ (C) Copyright 1989-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
**************************************************************************** ---------------------------------------------------------------------------- Problem Descriptions:

GREAT SCOTT 2 YR EX. PARAMETERS

FLOOD ROUTING PARAMETERS
CG
============================================================================ *** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC I:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 2.05 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD
1 0.25 100.00 83.(AMC II) 0.200 0.092
2 1.06 50.00 90.(AMC II) 0.200 0.570
3 0.36 80.00 85.(AMC II) 0.200 0.279
4 0.33 35.00 92.(AMC II) 0.200 0.695
TOTAL AREA (Acres) = 2.00
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.118
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.522
============================================================================ ____________________________________________________________________________ **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm)

GREAT SCOTT
2 YEAR FLOOD ROUTING PARAMETERS
CG
============================================================================ *** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC I:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 2.05 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD
1 0.18 10.00 98.(AMC II) 0.200 0.875
2 1.71 100.00 93.(AMC II) 0.200 0.356
3 0.11 100.00 82.(AMC II) 0.200 0.082
TOTAL AREA (Acres) = 2.00
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.184
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.612
============================================================================ ____________________________________________________________________________ **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm)

GREAT SCOTT 25 YEAR FLOOD ROUTING

SOIL LOSS RATE AND PARAMETERS
CG
============================================================================ *** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 4.49 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD
1 0.18 10.00 98. 0.200 0.947
2 1.71 100.00 93. 0.200 0.824
3 0.11 100.00 82. 0.200 0.585
TOTAL AREA (Acres) = 2.00
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.184
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.178
============================================================================ ____________________________________________________________________________ **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm)

GREAT SCOTT
FLOOD ROUTING OFFSITE 100 YEAR
CG
============================================================================ *** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 5.63 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD
1 2.16 10.00 98.(AMC II) 0.200 0.958
TOTAL AREA (Acres) = 2.16
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.020
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.042
============================================================================ ____________________________________________________________________________ **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm)

GREAT SCOTT - SOIL LOSS RATE
100 YEAR PROP
CG
============================================================================ *** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 5.63 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD
1 0.18 10.00 98.(AMC II) 0.200 0.958
2 1.71 100.00 93.(AMC II) 0.200 0.958
3 0.11 100.00 82.(AMC II) 0.200 0.896
TOTAL AREA (Acres) = 2.00
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.184
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.046
============================================================================ ____________________________________________________________________________ ****************************************************************************

F L O O D R O U T I N G A N A L Y S I S
USING COUNTY HYDROLOGY MANUAL OF ORANGE(1986)
(c) Copyright 1989-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA. 92614
949-988-5815
************************** DESCRIPTION OF STUDY ************************** * GREAT SCOTT *
* 2 YEAR STORM PROP - 7 66" PIPES *
* CGULLIXSON REV HHTUN *
************************************************************************** FILE NAME: LFFR2.DAT
TIME/DATE OF STUDY: 13:14 08/24/2023
The Small Area Unit Hydrograph Procedures in Section J
of the Hydrology Manual provides estimates of runoff
hydrograph and runoff volume for watersheds whose time of concentration is less than 25 minutes. The PROGRAM User should check the applicability of using the small area unit hydrograph procedures, and follow the guidelines in
Sections J and K.5 in complex watershed modeling.
**************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 405.00 IS CODE = 1.2 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (SMALL AREA UNIT-HYDROGRAPH ANALYSIS) <<<<< ============================================================================ (SMALL AREA UNIT-HYDROGRAPH ADDED TO STREAM #1)
RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90
TOTAL CATCHMENT AREA(ACRES) = 2.00
SOIL-LOSS RATE, Fm,(INCH/HR) = 0.184
LOW LOSS FRACTION = 0.612
TIME OF CONCENTRATION(MIN.) = 9.46

SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED:

RETURN FREQUENCY(YEARS) = 2
5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.19
30-MINUTE POINT RAINFALL VALUE(INCHES) = 0.40
1-HOUR POINT RAINFALL VALUE(INCHES) = 0.53
3-HOUR POINT RAINFALL VALUE(INCHES) = 0.89
6-HOUR POINT RAINFALL VALUE(INCHES) = 1.22
24-HOUR POINT RAINFALL VALUE(INCHES) = 2.05
---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 0.14
TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 0.20
----------------------------------------------------------------------------

============================================================================ 2 4 - 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 ONE-MINUTE UNIT INTERVALS(CFS)
(Notes: Time indicated is at END of Each Unit Intervals.

Peak 5-minute rainfall intensity is modeled as
a constant value for entire 5-minute period.)
---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 0.6 1.2 1.9 2.5
----------------------------------------------------------------------------

0.017 0.0000 0.00 Q . . . .

0.033 0.0000 0.00 Q . . . .

0.050 0.0000 0.00 Q . . . .

0.067 0.0000 0.01 Q . . . .

0.083 0.0000 0.01 Q . . . .

0.100 0.0000 0.01 Q . . . .

0.117 0.0001 0.01 Q . . . .

0.133 0.0001 0.01 Q . . . .

0.150 0.0001 0.01 Q . . . .

0.167 0.0001 0.02 Q . . . .

0.183 0.0001 0.02 Q . . . .

0.200 0.0002 0.02 Q . . . .

0.217 0.0002 0.02 Q . . . .

0.233 0.0002 0.02 Q . . . .

0.250 0.0002 0.02 Q . . . .

0.267 0.0003 0.02 Q . . . .

0.283 0.0003 0.02 Q . . . .

0.300 0.0003 0.02 Q . . . .

0.317 0.0004 0.02 Q . . . .

0.333 0.0004 0.02 Q . . . .

0.350 0.0004 0.02 Q . . . .

0.367 0.0005 0.02 Q . . . .

0.383 0.0005 0.02 Q . . . .

0.400 0.0005 0.02 Q . . . .

0.417 0.0006 0.02 Q . . . .

0.433 0.0006 0.02 Q . . . .

0.450 0.0006 0.02 Q . . . .

0.467 0.0007 0.02 Q . . . .

0.483 0.0007 0.02 Q . . . .

0.500 0.0007 0.02 Q . . . .

0.517 0.0007 0.02 Q . . . .

0.533 0.0008 0.02 Q . . . .

0.550 0.0008 0.02 Q . . . .

0.567 0.0008 0.02 Q . . . .

0.583 0.0009 0.02 Q . . . .

0.600 0.0009 0.02 Q . . . .

0.617 0.0009 0.02 Q . . . .

0.633 0.0010 0.02 Q . . . .

0.650 0.0010 0.02 Q . . . .

0.667 0.0010 0.02 Q . . . .

0.683 0.0011 0.02 Q . . . .

0.700 0.0011 0.02 Q . . . .

0.717 0.0011 0.02 Q . . . .

0.733 0.0012 0.02 Q . . . .

0.750 0.0012 0.02 Q . . . .

0.767 0.0012 0.02 Q . . . .

0.783 0.0012 0.02 Q . . . .

0.800 0.0013 0.02 Q . . . .

0.817 0.0013 0.02 Q . . . .

0.833 0.0013 0.02 Q . . . .

0.850 0.0014 0.02 Q . . . .

0.867 0.0014 0.02 Q . . . .

0.883 0.0014 0.02 Q . . . .

0.900 0.0015 0.02 Q . . . .

0.917 0.0015 0.02 Q . . . .

0.933 0.0015 0.02 Q . . . .

0.950 0.0016 0.02 Q . . . .

0.967 0.0016 0.02 Q . . . .

0.983 0.0016 0.02 Q . . . .

1.000 0.0017 0.02 Q . . . .

1.017 0.0017 0.02 Q . . . .

1.033 0.0017 0.02 Q . . . .

1.050 0.0018 0.02 Q . . . .

1.067 0.0018 0.02 Q . . . .

1.083 0.0018 0.02 Q . . . .

1.100 0.0019 0.02 Q . . . .

1.117 0.0019 0.02 Q . . . .

1.133 0.0019 0.02 Q . . . .

1.150 0.0019 0.02 Q . . . .

1.167 0.0020 0.02 Q . . . .

1.183 0.0020 0.02 Q . . . .

1.200 0.0020 0.02 Q . . . .

1.217 0.0021 0.02 Q . . . .

1.233 0.0021 0.02 Q . . . .

1.250 0.0021 0.02 Q . . . .

1.267 0.0022 0.02 Q . . . .

1.283 0.0022 0.02 Q . . . .

1.300 0.0022 0.02 Q . . . .

1.317 0.0023 0.02 Q . . . .

1.333 0.0023 0.02 Q . . . .

1.350 0.0023 0.02 Q . . . .

1.367 0.0024 0.02 Q . . . .

1.383 0.0024 0.02 Q . . . .

1.400 0.0024 0.02 Q . . . .

1.417 0.0025 0.02 Q . . . .

1.433 0.0025 0.02 Q . . . .

1.450 0.0025 0.02 Q . . . .

1.467 0.0026 0.02 Q . . . .

1.483 0.0026 0.02 Q . . . .

1.500 0.0026 0.02 Q . . . .

1.517 0.0027 0.02 Q . . . .

1.533 0.0027 0.02 Q . . . .

1.550 0.0027 0.02 Q . . . .

1.567 0.0028 0.02 Q . . . .

1.583 0.0028 0.02 Q . . . .

1.600 0.0028 0.02 Q . . . .

1.617 0.0029 0.02 Q . . . .

1.633 0.0029 0.02 Q . . . .

1.650 0.0029 0.02 Q . . . .

1.667 0.0030 0.02 Q . . . .

1.683 0.0030 0.02 Q . . . .

1.700 0.0030 0.02 Q . . . .

1.717 0.0030 0.02 Q . . . .

1.733 0.0031 0.02 Q . . . .

1.750 0.0031 0.02 Q . . . .

1.767 0.0031 0.02 Q . . . .

1.783 0.0032 0.02 Q . . . .

1.800 0.0032 0.02 Q . . . .

1.817 0.0032 0.02 Q . . . .

1.833 0.0033 0.02 Q . . . .

1.850 0.0033 0.02 Q . . . .

1.867 0.0033 0.02 Q . . . .

1.883 0.0034 0.02 Q . . . .

1.900 0.0034 0.02 Q . . . .

1.917 0.0034 0.02 Q . . . .

1.933 0.0035 0.02 Q . . . .

1.950 0.0035 0.02 Q . . . .

1.967 0.0035 0.02 QV . . . .

1.983 0.0036 0.02 QV . . . .

2.000 0.0036 0.02 QV . . . .

2.017 0.0036 0.02 QV . . . .

2.033 0.0037 0.02 QV . . . .

2.050 0.0037 0.02 QV . . . .

2.067 0.0037 0.02 QV . . . .

2.083 0.0038 0.02 QV . . . .

2.100 0.0038 0.02 QV . . . .

2.117 0.0038 0.02 QV . . . .

2.133 0.0039 0.02 QV . . . .

2.150 0.0039 0.02 QV . . . .

2.167 0.0039 0.02 QV . . . .

2.183 0.0040 0.02 QV . . . .

2.200 0.0040 0.02 QV . . . .

2.217 0.0040 0.02 QV . . . .

2.233 0.0041 0.02 QV . . . .

2.250 0.0041 0.02 QV . . . .

2.267 0.0041 0.02 QV . . . .

2.283 0.0042 0.02 QV . . . .

2.300 0.0042 0.02 QV . . . .

2.317 0.0042 0.02 QV . . . .

2.333 0.0043 0.02 QV . . . .

2.350 0.0043 0.02 QV . . . .

2.367 0.0043 0.02 QV . . . .

2.383 0.0044 0.02 QV . . . .

2.400 0.0044 0.02 QV . . . .

2.417 0.0045 0.02 QV . . . .

2.433 0.0045 0.02 QV . . . .

2.450 0.0045 0.02 QV . . . .

2.467 0.0046 0.02 QV . . . .

2.483 0.0046 0.02 QV . . . .

2.500 0.0046 0.02 QV . . . .

2.517 0.0047 0.02 QV . . . .

2.533 0.0047 0.02 QV . . . .

2.550 0.0047 0.02 QV . . . .

2.567 0.0048 0.02 QV . . . .

2.583 0.0048 0.02 QV . . . .

2.600 0.0048 0.02 QV . . . .

2.617 0.0049 0.02 QV . . . .

2.633 0.0049 0.02 QV . . . .

2.650 0.0049 0.02 QV . . . .

2.667 0.0050 0.02 QV . . . .

2.683 0.0050 0.02 QV . . . .

2.700 0.0050 0.02 QV . . . .

2.717 0.0051 0.02 QV . . . .

2.733 0.0051 0.02 QV . . . .

2.750 0.0051 0.02 QV . . . .

2.767 0.0052 0.02 QV . . . .

2.783 0.0052 0.02 QV . . . .

2.800 0.0052 0.03 QV . . . .

2.817 0.0053 0.03 QV . . . .

2.833 0.0053 0.03 QV . . . .

2.850 0.0053 0.03 QV . . . .

2.867 0.0054 0.03 QV . . . .

2.883 0.0054 0.03 QV . . . .

2.900 0.0054 0.03 QV . . . .

2.917 0.0055 0.03 QV . . . .

2.933 0.0055 0.03 QV . . . .

2.950 0.0055 0.03 QV . . . .

2.967 0.0056 0.03 QV . . . .

2.983 0.0056 0.03 QV . . . .

3.000 0.0057 0.03 QV . . . .

3.017 0.0057 0.03 QV . . . .

3.033 0.0057 0.03 QV . . . .

3.050 0.0058 0.03 QV . . . .

3.067 0.0058 0.03 QV . . . .

3.083 0.0058 0.03 QV . . . .

3.100 0.0059 0.03 QV . . . .

3.117 0.0059 0.03 QV . . . .

3.133 0.0059 0.03 QV . . . .

3.150 0.0060 0.03 QV . . . .

3.167 0.0060 0.03 QV . . . .

3.183 0.0060 0.03 QV . . . .

3.200 0.0061 0.03 QV . . . .

3.217 0.0061 0.03 QV . . . .

3.233 0.0061 0.03 QV . . . .

3.250 0.0062 0.03 QV . . . .

3.267 0.0062 0.03 QV . . . .

3.283 0.0062 0.03 QV . . . .

3.300 0.0063 0.03 QV . . . .

3.317 0.0063 0.03 QV . . . .

3.333 0.0064 0.03 QV . . . .

3.350 0.0064 0.03 QV . . . .

3.367 0.0064 0.03 QV . . . .

3.383 0.0065 0.03 QV . . . .

3.400 0.0065 0.03 QV . . . .

3.417 0.0065 0.03 QV . . . .

3.433 0.0066 0.03 QV . . . .

3.450 0.0066 0.03 QV . . . .

3.467 0.0066 0.03 QV . . . .

3.483 0.0067 0.03 QV . . . .

3.500 0.0067 0.03 QV . . . .

3.517 0.0067 0.03 QV . . . .

3.533 0.0068 0.03 QV . . . .

3.550 0.0068 0.03 QV . . . .

3.567 0.0069 0.03 QV . . . .

3.583 0.0069 0.03 QV . . . .

3.600 0.0069 0.03 QV . . . .

3.617 0.0070 0.03 QV . . . .

3.633 0.0070 0.03 QV . . . .

3.650 0.0070 0.03 QV . . . .

3.667 0.0071 0.03 Q V . . . .

3.683 0.0071 0.03 Q V . . . .

3.700 0.0071 0.03 Q V . . . .

3.717 0.0072 0.03 Q V . . . .

3.733 0.0072 0.03 Q V . . . .

3.750 0.0072 0.03 Q V . . . .

3.767 0.0073 0.03 Q V . . . .

3.783 0.0073 0.03 Q V . . . .

3.800 0.0074 0.03 Q V . . . .

3.817 0.0074 0.03 Q V . . . .

3.833 0.0074 0.03 Q V . . . .

3.850 0.0075 0.03 Q V . . . .

3.867 0.0075 0.03 Q V . . . .

3.883 0.0075 0.03 Q V . . . .

3.900 0.0076 0.03 Q V . . . .

3.917 0.0076 0.03 Q V . . . .

3.933 0.0076 0.03 Q V . . . .

3.950 0.0077 0.03 Q V . . . .

3.967 0.0077 0.03 Q V . . . .

3.983 0.0078 0.03 Q V . . . .

4.000 0.0078 0.03 Q V . . . .

4.017 0.0078 0.03 Q V . . . .

4.033 0.0079 0.03 Q V . . . .

4.050 0.0079 0.03 Q V . . . .

4.067 0.0079 0.03 Q V . . . .

4.083 0.0080 0.03 Q V . . . .

4.100 0.0080 0.03 Q V . . . .

4.117 0.0080 0.03 Q V . . . .

4.133 0.0081 0.03 Q V . . . .

4.150 0.0081 0.03 Q V . . . .

4.167 0.0082 0.03 Q V . . . .

4.183 0.0082 0.03 Q V . . . .

4.200 0.0082 0.03 Q V . . . .

4.217 0.0083 0.03 Q V . . . .

4.233 0.0083 0.03 Q V . . . .

4.250 0.0083 0.03 Q V . . . .

4.267 0.0084 0.03 Q V . . . .

4.283 0.0084 0.03 Q V . . . .

4.300 0.0085 0.03 Q V . . . .

4.317 0.0085 0.03 Q V . . . .

4.333 0.0085 0.03 Q V . . . .

4.350 0.0086 0.03 Q V . . . .

4.367 0.0086 0.03 Q V . . . .

4.383 0.0086 0.03 Q V . . . .

4.400 0.0087 0.03 Q V . . . .

4.417 0.0087 0.03 Q V . . . .

4.433 0.0088 0.03 Q V . . . .

4.450 0.0088 0.03 Q V . . . .

4.467 0.0088 0.03 Q V . . . .

4.483 0.0089 0.03 Q V . . . .

4.500 0.0089 0.03 Q V . . . .

4.517 0.0089 0.03 Q V . . . .

4.533 0.0090 0.03 Q V . . . .

4.550 0.0090 0.03 Q V . . . .

4.567 0.0091 0.03 Q V . . . .

4.583 0.0091 0.03 Q V . . . .

4.600 0.0091 0.03 Q V . . . .

4.617 0.0092 0.03 Q V . . . .

4.633 0.0092 0.03 Q V . . . .

4.650 0.0092 0.03 Q V . . . .

4.667 0.0093 0.03 Q V . . . .

4.683 0.0093 0.03 Q V . . . .

4.700 0.0094 0.03 Q V . . . .

4.717 0.0094 0.03 Q V . . . .

4.733 0.0094 0.03 Q V . . . .

4.750 0.0095 0.03 Q V . . . .

4.767 0.0095 0.03 Q V . . . .

4.783 0.0095 0.03 Q V . . . .

4.800 0.0096 0.03 Q V . . . .

4.817 0.0096 0.03 Q V . . . .

4.833 0.0097 0.03 Q V . . . .

4.850 0.0097 0.03 Q V . . . .

4.867 0.0097 0.03 Q V . . . .

4.883 0.0098 0.03 Q V . . . .

4.900 0.0098 0.03 Q V . . . .

4.917 0.0099 0.03 Q V . . . .

4.933 0.0099 0.03 Q V . . . .

4.950 0.0099 0.03 Q V . . . .

4.967 0.0100 0.03 Q V . . . .

4.983 0.0100 0.03 Q V . . . .

5.000 0.0100 0.03 Q V . . . .

5.017 0.0101 0.03 Q V . . . .

5.033 0.0101 0.03 Q V . . . .

5.050 0.0102 0.03 Q V . . . .

5.067 0.0102 0.03 Q V . . . .

5.083 0.0102 0.03 Q V . . . .

5.100 0.0103 0.03 Q V . . . .

5.117 0.0103 0.03 Q V . . . .

5.133 0.0104 0.03 Q V . . . .

5.150 0.0104 0.03 Q V . . . .

5.167 0.0104 0.03 Q V . . . .

5.183 0.0105 0.03 Q V . . . .

5.200 0.0105 0.03 Q V . . . .

5.217 0.0106 0.03 Q V . . . .

5.233 0.0106 0.03 Q V . . . .

5.250 0.0106 0.03 Q V . . . .

5.267 0.0107 0.03 Q V . . . .

5.283 0.0107 0.03 Q V . . . .

5.300 0.0107 0.03 Q V . . . .

5.317 0.0108 0.03 Q V . . . .

5.333 0.0108 0.03 Q V . . . .

5.350 0.0109 0.03 Q V . . . .

5.367 0.0109 0.03 Q V . . . .

5.383 0.0109 0.03 Q V . . . .

5.400 0.0110 0.03 Q V . . . .

5.417 0.0110 0.03 Q V . . . .

5.433 0.0111 0.03 Q V . . . .

5.450 0.0111 0.03 Q V . . . .

5.467 0.0111 0.03 Q V . . . .

5.483 0.0112 0.03 Q V . . . .

5.500 0.0112 0.03 Q V . . . .

5.517 0.0113 0.03 Q V . . . .

5.533 0.0113 0.03 Q V . . . .

5.550 0.0113 0.03 Q V . . . .

5.567 0.0114 0.03 Q V . . . .

5.583 0.0114 0.03 Q V . . . .

5.600 0.0115 0.03 Q V . . . .

5.617 0.0115 0.03 Q V . . . .

5.633 0.0115 0.03 Q V . . . .

5.650 0.0116 0.03 Q V . . . .

5.667 0.0116 0.03 Q V . . . .

5.683 0.0117 0.03 Q V . . . .

5.700 0.0117 0.03 Q V . . . .

5.717 0.0117 0.03 Q V . . . .

5.733 0.0118 0.03 Q V . . . .

5.750 0.0118 0.03 Q V . . . .

5.767 0.0119 0.03 Q V . . . .

5.783 0.0119 0.03 Q V . . . .

5.800 0.0119 0.03 Q V . . . .

5.817 0.0120 0.03 Q V . . . .

5.833 0.0120 0.03 Q V . . . .

5.850 0.0121 0.03 Q V . . . .

5.867 0.0121 0.03 Q V . . . .

5.883 0.0121 0.03 Q V . . . .

5.900 0.0122 0.03 Q V . . . .

5.917 0.0122 0.03 Q V . . . .

5.933 0.0123 0.03 Q V . . . .

5.950 0.0123 0.03 Q V . . . .

5.967 0.0123 0.03 Q V . . . .

5.983 0.0124 0.03 Q V . . . .

6.000 0.0124 0.03 Q V . . . .

6.017 0.0125 0.03 Q V . . . .

6.033 0.0125 0.03 Q V . . . .

6.050 0.0126 0.03 Q V . . . .

6.067 0.0126 0.03 Q V . . . .

6.083 0.0126 0.03 Q V . . . .

6.100 0.0127 0.03 Q V . . . .

6.117 0.0127 0.03 Q V . . . .

6.133 0.0128 0.03 Q V . . . .

6.150 0.0128 0.03 Q V . . . .

6.167 0.0128 0.03 Q V . . . .

6.183 0.0129 0.03 Q V . . . .

6.200 0.0129 0.03 Q V . . . .

6.217 0.0130 0.03 Q V . . . .

6.233 0.0130 0.03 Q V . . . .

6.250 0.0130 0.03 Q V . . . .

6.267 0.0131 0.03 Q V . . . .

6.283 0.0131 0.03 Q V . . . .

6.300 0.0132 0.03 Q V . . . .

6.317 0.0132 0.03 Q V . . . .

6.333 0.0133 0.03 Q V . . . .

6.350 0.0133 0.03 Q V . . . .

6.367 0.0133 0.03 Q V . . . .

6.383 0.0134 0.03 Q V . . . .

6.400 0.0134 0.03 Q V . . . .

6.417 0.0135 0.03 Q V . . . .

6.433 0.0135 0.03 Q V . . . .

6.450 0.0136 0.03 Q V . . . .

6.467 0.0136 0.03 Q V . . . .

6.483 0.0136 0.03 Q V . . . .

6.500 0.0137 0.03 Q V . . . .

6.517 0.0137 0.03 Q V . . . .

6.533 0.0138 0.03 Q V . . . .

6.550 0.0138 0.03 Q V . . . .

6.567 0.0138 0.03 Q V . . . .

6.583 0.0139 0.03 Q V . . . .

6.600 0.0139 0.03 Q V . . . .

6.617 0.0140 0.03 Q V . . . .

6.633 0.0140 0.03 Q V . . . .

6.650 0.0141 0.03 Q V . . . .

6.667 0.0141 0.03 Q V . . . .

6.683 0.0141 0.03 Q V . . . .

6.700 0.0142 0.03 Q V . . . .

6.717 0.0142 0.03 Q V . . . .

6.733 0.0143 0.03 Q V . . . .

6.750 0.0143 0.03 Q V . . . .

6.767 0.0144 0.03 Q V . . . .

6.783 0.0144 0.03 Q V . . . .

6.800 0.0144 0.03 Q V . . . .

6.817 0.0145 0.03 Q V . . . .

6.833 0.0145 0.03 Q V . . . .

6.850 0.0146 0.03 Q V . . . .

6.867 0.0146 0.03 Q V . . . .

6.883 0.0147 0.03 Q V . . . .

6.900 0.0147 0.03 Q V . . . .

6.917 0.0147 0.03 Q V . . . .

6.933 0.0148 0.03 Q V . . . .

6.950 0.0148 0.03 Q V . . . .

6.967 0.0149 0.03 Q V . . . .

6.983 0.0149 0.03 Q V . . . .

7.000 0.0150 0.03 Q V . . . .

7.017 0.0150 0.03 Q V . . . .

7.033 0.0151 0.03 Q V . . . .

7.050 0.0151 0.03 Q V . . . .

7.067 0.0151 0.03 Q V . . . .

7.083 0.0152 0.03 Q V . . . .

7.100 0.0152 0.03 Q V . . . .

7.117 0.0153 0.03 Q V . . . .

7.133 0.0153 0.03 Q V . . . .

7.150 0.0154 0.03 Q V . . . .

7.167 0.0154 0.03 Q V . . . .

7.183 0.0155 0.03 Q V . . . .

7.200 0.0155 0.03 Q V . . . .

7.217 0.0155 0.03 Q V . . . .

7.233 0.0156 0.03 Q V . . . .

7.250 0.0156 0.03 Q V . . . .

7.267 0.0157 0.03 Q V . . . .

7.283 0.0157 0.03 Q V . . . .

7.300 0.0158 0.03 Q V . . . .

7.317 0.0158 0.03 Q V . . . .

7.333 0.0159 0.03 Q V . . . .

7.350 0.0159 0.03 Q V . . . .

7.367 0.0159 0.03 Q V . . . .

7.383 0.0160 0.03 Q V . . . .

7.400 0.0160 0.03 Q V . . . .

7.417 0.0161 0.03 Q V . . . .

7.433 0.0161 0.03 Q V . . . .

7.450 0.0162 0.03 Q V . . . .

7.467 0.0162 0.03 Q V . . . .

7.483 0.0163 0.03 Q V . . . .

7.500 0.0163 0.03 Q V . . . .

7.517 0.0163 0.03 Q V . . . .

7.533 0.0164 0.03 Q V . . . .

7.550 0.0164 0.03 Q V . . . .

7.567 0.0165 0.03 Q V . . . .

7.583 0.0165 0.03 Q V . . . .

7.600 0.0166 0.03 Q V . . . .

7.617 0.0166 0.03 Q V . . . .

7.633 0.0167 0.03 Q V . . . .

7.650 0.0167 0.03 Q V . . . .

7.667 0.0168 0.03 Q V . . . .

7.683 0.0168 0.03 Q V . . . .

7.700 0.0168 0.03 Q V . . . .

7.717 0.0169 0.03 Q V . . . .

7.733 0.0169 0.03 Q V . . . .

7.750 0.0170 0.03 Q V . . . .

7.767 0.0170 0.03 Q V . . . .

7.783 0.0171 0.03 Q V . . . .

7.800 0.0171 0.03 Q V . . . .

7.817 0.0172 0.03 Q V . . . .

7.833 0.0172 0.03 Q V . . . .

7.850 0.0173 0.03 Q V . . . .

7.867 0.0173 0.03 Q V . . . .

7.883 0.0174 0.03 Q V . . . .

7.900 0.0174 0.03 Q V . . . .

7.917 0.0175 0.03 Q V . . . .

7.933 0.0175 0.03 Q V . . . .

7.950 0.0175 0.03 Q V . . . .

7.967 0.0176 0.03 Q V . . . .

7.983 0.0176 0.03 Q V . . . .

8.000 0.0177 0.03 Q V . . . .

8.017 0.0177 0.03 Q V . . . .

8.033 0.0178 0.03 Q V . . . .

8.050 0.0178 0.03 Q V . . . .

8.067 0.0179 0.03 Q V . . . .

8.083 0.0179 0.03 Q V . . . .

8.100 0.0180 0.03 Q V . . . .

8.117 0.0180 0.03 Q V . . . .

8.133 0.0181 0.03 Q V . . . .

8.150 0.0181 0.03 Q V . . . .

8.167 0.0182 0.03 Q V . . . .

8.183 0.0182 0.03 Q V . . . .

8.200 0.0183 0.03 Q V . . . .

8.217 0.0183 0.03 Q V . . . .

8.233 0.0183 0.03 Q V . . . .

8.250 0.0184 0.03 Q V . . . .

8.267 0.0184 0.03 Q V . . . .

8.283 0.0185 0.03 Q V . . . .

8.300 0.0185 0.03 Q V . . . .

8.317 0.0186 0.03 Q V . . . .

8.333 0.0186 0.04 Q V . . . .

8.350 0.0187 0.04 Q V . . . .

8.367 0.0187 0.04 Q V . . . .

8.383 0.0188 0.04 Q V . . . .

8.400 0.0188 0.04 Q V . . . .

8.417 0.0189 0.04 Q V . . . .

8.433 0.0189 0.04 Q V . . . .

8.450 0.0190 0.04 Q V . . . .

8.467 0.0190 0.04 Q V . . . .

8.483 0.0191 0.04 Q V . . . .

8.500 0.0191 0.04 Q V . . . .

8.517 0.0192 0.04 Q V . . . .

8.533 0.0192 0.04 Q V . . . .

8.550 0.0193 0.04 Q V . . . .

8.567 0.0193 0.04 Q V . . . .

8.583 0.0194 0.04 Q V . . . .

8.600 0.0194 0.04 Q V . . . .

8.617 0.0195 0.04 Q V . . . .

8.633 0.0195 0.04 Q V . . . .

8.650 0.0196 0.04 Q V . . . .

8.667 0.0196 0.04 Q V . . . .

8.683 0.0197 0.04 Q V . . . .

8.700 0.0197 0.04 Q V . . . .

8.717 0.0198 0.04 Q V . . . .

8.733 0.0198 0.04 Q V . . . .

8.750 0.0199 0.04 Q V . . . .

8.767 0.0199 0.04 Q V . . . .

8.783 0.0200 0.04 Q V . . . .

8.800 0.0200 0.04 Q V . . . .

8.817 0.0201 0.04 Q V . . . .

8.833 0.0201 0.04 Q V . . . .

8.850 0.0202 0.04 Q V . . . .

8.867 0.0202 0.04 Q V . . . .

8.883 0.0203 0.04 Q V . . . .

8.900 0.0203 0.04 Q V . . . .

8.917 0.0204 0.04 Q V . . . .

8.933 0.0204 0.04 Q V . . . .

8.950 0.0205 0.04 Q V . . . .

8.967 0.0205 0.04 Q V . . . .

8.983 0.0206 0.04 Q V . . . .

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16.283 0.1083 0.81 . . Q . V .

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16.317 0.1095 0.33 . Q . . .V .

16.333 0.1098 0.22 . Q . . .V .

16.350 0.1101 0.21 . Q . . .V .

16.367 0.1104 0.21 . Q . . .V .

16.383 0.1107 0.20 . Q . . .V .

16.400 0.1110 0.20 . Q . . .V .

16.417 0.1112 0.19 . Q . . .V .

16.433 0.1115 0.18 . Q . . .V .

16.450 0.1117 0.18 . Q . . .V .

16.467 0.1120 0.17 . Q . . .V .

16.483 0.1122 0.16 . Q . . .V .

16.500 0.1124 0.16 . Q . . .V .

16.517 0.1126 0.16 . Q . . .V .

16.533 0.1128 0.16 . Q . . .V .

16.550 0.1131 0.15 . Q . . . V .

16.567 0.1133 0.15 . Q . . . V .

16.583 0.1135 0.15 . Q . . . V .

16.600 0.1137 0.15 . Q . . . V .

16.617 0.1139 0.14 . Q . . . V .

16.633 0.1141 0.14 . Q . . . V .

16.650 0.1143 0.14 . Q . . . V .

16.667 0.1145 0.14 . Q . . . V .

16.683 0.1146 0.14 . Q . . . V .

16.700 0.1148 0.13 . Q . . . V .

16.717 0.1150 0.13 . Q . . . V .

16.733 0.1152 0.13 . Q . . . V .

16.750 0.1154 0.13 . Q . . . V .

16.767 0.1155 0.13 . Q . . . V .

16.783 0.1157 0.12 .Q . . . V .

16.800 0.1159 0.12 .Q . . . V .

16.817 0.1160 0.12 .Q . . . V .

16.833 0.1162 0.12 .Q . . . V .

16.850 0.1164 0.12 .Q . . . V .

16.867 0.1165 0.12 .Q . . . V .

16.883 0.1167 0.11 .Q . . . V .

16.900 0.1168 0.11 .Q . . . V .

16.917 0.1170 0.11 .Q . . . V .

16.933 0.1171 0.11 .Q . . . V .

16.950 0.1173 0.11 .Q . . . V .

16.967 0.1174 0.11 .Q . . . V .

16.983 0.1176 0.11 .Q . . . V .

17.000 0.1177 0.11 .Q . . . V .

17.017 0.1179 0.11 .Q . . . V .

17.033 0.1180 0.10 .Q . . . V .

17.050 0.1182 0.10 .Q . . . V .

17.067 0.1183 0.10 .Q . . . V .

17.083 0.1184 0.10 .Q . . . V .

17.100 0.1186 0.10 .Q . . . V .

17.117 0.1187 0.10 .Q . . . V .

17.133 0.1189 0.10 .Q . . . V .

17.150 0.1190 0.10 .Q . . . V .

17.167 0.1191 0.10 .Q . . . V .

17.183 0.1193 0.09 .Q . . . V .

17.200 0.1194 0.09 .Q . . . V .

17.217 0.1195 0.09 .Q . . . V .

17.233 0.1196 0.09 .Q . . . V .

17.250 0.1198 0.09 .Q . . . V .

17.267 0.1199 0.09 .Q . . . V .

17.283 0.1200 0.09 .Q . . . V .

17.300 0.1201 0.09 .Q . . . V .

17.317 0.1202 0.09 .Q . . . V .

17.333 0.1204 0.09 .Q . . . V .

17.350 0.1205 0.09 .Q . . . V .

17.367 0.1206 0.08 .Q . . . V .

17.383 0.1207 0.08 .Q . . . V .

17.400 0.1208 0.08 .Q . . . V .

17.417 0.1209 0.08 .Q . . . V .

17.433 0.1210 0.08 .Q . . . V .

17.450 0.1212 0.08 .Q . . . V .

17.467 0.1213 0.08 .Q . . . V .

17.483 0.1214 0.08 .Q . . . V .

17.500 0.1215 0.08 .Q . . . V .

17.517 0.1216 0.08 .Q . . . V .

17.533 0.1217 0.08 .Q . . . V .

17.550 0.1218 0.08 .Q . . . V .

17.567 0.1219 0.08 .Q . . . V .

17.583 0.1220 0.08 .Q . . . V .

17.600 0.1221 0.08 .Q . . . V .

17.617 0.1222 0.08 .Q . . . V .

17.633 0.1223 0.08 .Q . . . V .

17.650 0.1224 0.08 .Q . . . V .

17.667 0.1225 0.07 .Q . . . V .

17.683 0.1227 0.07 .Q . . . V .

17.700 0.1228 0.07 .Q . . . V .

17.717 0.1229 0.07 .Q . . . V .

17.733 0.1230 0.07 .Q . . . V .

17.750 0.1231 0.07 .Q . . . V .

17.767 0.1232 0.07 .Q . . . V .

17.783 0.1233 0.07 .Q . . . V .

17.800 0.1234 0.07 .Q . . . V .

17.817 0.1235 0.07 .Q . . . V .

17.833 0.1235 0.07 .Q . . . V .

17.850 0.1236 0.07 .Q . . . V .

17.867 0.1237 0.07 .Q . . . V .

17.883 0.1238 0.07 .Q . . . V .

17.900 0.1239 0.07 .Q . . . V .

17.917 0.1240 0.07 .Q . . . V .

17.933 0.1241 0.07 .Q . . . V .

17.950 0.1242 0.07 .Q . . . V .

17.967 0.1243 0.07 .Q . . . V .

17.983 0.1244 0.07 .Q . . . V .

18.000 0.1245 0.07 .Q . . . V .

18.017 0.1246 0.07 .Q . . . V .

18.033 0.1247 0.07 .Q . . . V .

18.050 0.1248 0.07 .Q . . . V .

18.067 0.1249 0.07 .Q . . . V .

18.083 0.1250 0.06 .Q . . . V .

18.100 0.1250 0.06 Q . . . V .

18.117 0.1251 0.06 Q . . . V .

18.133 0.1252 0.06 Q . . . V .

18.150 0.1253 0.06 Q . . . V .

18.167 0.1254 0.06 Q . . . V .

18.183 0.1254 0.05 Q . . . V .

18.200 0.1255 0.05 Q . . . V .

18.217 0.1256 0.05 Q . . . V .

18.233 0.1257 0.05 Q . . . V .

18.250 0.1257 0.05 Q . . . V .

18.267 0.1258 0.05 Q . . . V .

18.283 0.1259 0.05 Q . . . V .

18.300 0.1259 0.05 Q . . . V .

18.317 0.1260 0.05 Q . . . V .

18.333 0.1261 0.05 Q . . . V .

18.350 0.1261 0.05 Q . . . V .

18.367 0.1262 0.05 Q . . . V .

18.383 0.1263 0.05 Q . . . V .

18.400 0.1263 0.05 Q . . . V .

18.417 0.1264 0.05 Q . . . V .

18.433 0.1265 0.05 Q . . . V .

18.450 0.1265 0.05 Q . . . V .

18.467 0.1266 0.05 Q . . . V .

18.483 0.1267 0.05 Q . . . V .

18.500 0.1267 0.05 Q . . . V .

18.517 0.1268 0.05 Q . . . V .

18.533 0.1269 0.05 Q . . . V .

18.550 0.1269 0.05 Q . . . V .

18.567 0.1270 0.05 Q . . . V .

18.583 0.1271 0.05 Q . . . V .

18.600 0.1271 0.05 Q . . . V .

18.617 0.1272 0.05 Q . . . V .

18.633 0.1273 0.05 Q . . . V .

18.650 0.1273 0.05 Q . . . V .

18.667 0.1274 0.05 Q . . . V .

18.683 0.1275 0.05 Q . . . V .

18.700 0.1275 0.05 Q . . . V .

18.717 0.1276 0.05 Q . . . V .

18.733 0.1276 0.05 Q . . . V .

18.750 0.1277 0.05 Q . . . V .

18.767 0.1278 0.04 Q . . . V .

18.783 0.1278 0.04 Q . . . V .

18.800 0.1279 0.04 Q . . . V .

18.817 0.1279 0.04 Q . . . V .

18.833 0.1280 0.04 Q . . . V .

18.850 0.1281 0.04 Q . . . V .

18.867 0.1281 0.04 Q . . . V .

18.883 0.1282 0.04 Q . . . V .

18.900 0.1283 0.04 Q . . . V .

18.917 0.1283 0.04 Q . . . V .

18.933 0.1284 0.04 Q . . . V .

18.950 0.1284 0.04 Q . . . V .

18.967 0.1285 0.04 Q . . . V .

18.983 0.1285 0.04 Q . . . V .

19.000 0.1286 0.04 Q . . . V .

19.017 0.1287 0.04 Q . . . V .

19.033 0.1287 0.04 Q . . . V .

19.050 0.1288 0.04 Q . . . V .

19.067 0.1288 0.04 Q . . . V .

19.083 0.1289 0.04 Q . . . V .

19.100 0.1290 0.04 Q . . . V .

19.117 0.1290 0.04 Q . . . V .

19.133 0.1291 0.04 Q . . . V .

19.150 0.1291 0.04 Q . . . V .

19.167 0.1292 0.04 Q . . . V .

19.183 0.1292 0.04 Q . . . V .

19.200 0.1293 0.04 Q . . . V .

19.217 0.1293 0.04 Q . . . V .

19.233 0.1294 0.04 Q . . . V .

19.250 0.1295 0.04 Q . . . V .

19.267 0.1295 0.04 Q . . . V .

19.283 0.1296 0.04 Q . . . V .

19.300 0.1296 0.04 Q . . . V .

19.317 0.1297 0.04 Q . . . V .

19.333 0.1297 0.04 Q . . . V .

19.350 0.1298 0.04 Q . . . V .

19.367 0.1298 0.04 Q . . . V .

19.383 0.1299 0.04 Q . . . V .

19.400 0.1300 0.04 Q . . . V .

19.417 0.1300 0.04 Q . . . V .

19.433 0.1301 0.04 Q . . . V .

19.450 0.1301 0.04 Q . . . V .

19.467 0.1302 0.04 Q . . . V .

19.483 0.1302 0.04 Q . . . V .

19.500 0.1303 0.04 Q . . . V .

19.517 0.1303 0.04 Q . . . V .

19.533 0.1304 0.04 Q . . . V .

19.550 0.1304 0.04 Q . . . V .

19.567 0.1305 0.04 Q . . . V .

19.583 0.1305 0.04 Q . . . V .

19.600 0.1306 0.04 Q . . . V .

19.617 0.1306 0.04 Q . . . V .

19.633 0.1307 0.04 Q . . . V .

19.650 0.1307 0.04 Q . . . V .

19.667 0.1308 0.04 Q . . . V .

19.683 0.1308 0.04 Q . . . V .

19.700 0.1309 0.04 Q . . . V .

19.717 0.1309 0.04 Q . . . V .

19.733 0.1310 0.04 Q . . . V .

19.750 0.1310 0.04 Q . . . V .

19.767 0.1311 0.04 Q . . . V .

19.783 0.1311 0.04 Q . . . V .

19.800 0.1312 0.04 Q . . . V .

19.817 0.1312 0.04 Q . . . V .

19.833 0.1313 0.04 Q . . . V .

19.850 0.1313 0.04 Q . . . V .

19.867 0.1314 0.04 Q . . . V .

19.883 0.1314 0.04 Q . . . V .

19.900 0.1315 0.04 Q . . . V .

19.917 0.1315 0.04 Q . . . V .

19.933 0.1316 0.04 Q . . . V .

19.950 0.1316 0.04 Q . . . V .

19.967 0.1317 0.04 Q . . . V .

19.983 0.1317 0.04 Q . . . V .

20.000 0.1318 0.04 Q . . . V .

20.017 0.1318 0.04 Q . . . V .

20.033 0.1319 0.04 Q . . . V .

20.050 0.1319 0.03 Q . . . V .

20.067 0.1320 0.03 Q . . . V .

20.083 0.1320 0.03 Q . . . V .

20.100 0.1321 0.03 Q . . . V .

20.117 0.1321 0.03 Q . . . V .

20.133 0.1322 0.03 Q . . . V .

20.150 0.1322 0.03 Q . . . V .

20.167 0.1323 0.03 Q . . . V .

20.183 0.1323 0.03 Q . . . V .

20.200 0.1324 0.03 Q . . . V .

20.217 0.1324 0.03 Q . . . V .

20.233 0.1325 0.03 Q . . . V .

20.250 0.1325 0.03 Q . . . V .

20.267 0.1325 0.03 Q . . . V .

20.283 0.1326 0.03 Q . . . V .

20.300 0.1326 0.03 Q . . . V .

20.317 0.1327 0.03 Q . . . V .

20.333 0.1327 0.03 Q . . . V .

20.350 0.1328 0.03 Q . . . V .

20.367 0.1328 0.03 Q . . . V .

20.383 0.1329 0.03 Q . . . V .

20.400 0.1329 0.03 Q . . . V .

20.417 0.1330 0.03 Q . . . V .

20.433 0.1330 0.03 Q . . . V .

20.450 0.1331 0.03 Q . . . V .

20.467 0.1331 0.03 Q . . . V .

20.483 0.1331 0.03 Q . . . V .

20.500 0.1332 0.03 Q . . . V .

20.517 0.1332 0.03 Q . . . V .

20.533 0.1333 0.03 Q . . . V .

20.550 0.1333 0.03 Q . . . V .

20.567 0.1334 0.03 Q . . . V .

20.583 0.1334 0.03 Q . . . V .

20.600 0.1335 0.03 Q . . . V .

20.617 0.1335 0.03 Q . . . V .

20.633 0.1335 0.03 Q . . . V .

20.650 0.1336 0.03 Q . . . V .

20.667 0.1336 0.03 Q . . . V .

20.683 0.1337 0.03 Q . . . V .

20.700 0.1337 0.03 Q . . . V .

20.717 0.1338 0.03 Q . . . V .

20.733 0.1338 0.03 Q . . . V .

20.750 0.1338 0.03 Q . . . V .

20.767 0.1339 0.03 Q . . . V .

20.783 0.1339 0.03 Q . . . V .

20.800 0.1340 0.03 Q . . . V .

20.817 0.1340 0.03 Q . . . V .

20.833 0.1341 0.03 Q . . . V .

20.850 0.1341 0.03 Q . . . V .

20.867 0.1342 0.03 Q . . . V .

20.883 0.1342 0.03 Q . . . V .

20.900 0.1342 0.03 Q . . . V .

20.917 0.1343 0.03 Q . . . V .

20.933 0.1343 0.03 Q . . . V .

20.950 0.1344 0.03 Q . . . V .

20.967 0.1344 0.03 Q . . . V .

20.983 0.1344 0.03 Q . . . V .

21.000 0.1345 0.03 Q . . . V .

21.017 0.1345 0.03 Q . . . V .

21.033 0.1346 0.03 Q . . . V .

21.050 0.1346 0.03 Q . . . V .

21.067 0.1347 0.03 Q . . . V .

21.083 0.1347 0.03 Q . . . V .

21.100 0.1347 0.03 Q . . . V .

21.117 0.1348 0.03 Q . . . V .

21.133 0.1348 0.03 Q . . . V .

21.150 0.1349 0.03 Q . . . V .

21.167 0.1349 0.03 Q . . . V .

21.183 0.1349 0.03 Q . . . V .

21.200 0.1350 0.03 Q . . . V .

21.217 0.1350 0.03 Q . . . V .

21.233 0.1351 0.03 Q . . . V .

21.250 0.1351 0.03 Q . . . V .

21.267 0.1352 0.03 Q . . . V .

21.283 0.1352 0.03 Q . . . V .

21.300 0.1352 0.03 Q . . . V .

21.317 0.1353 0.03 Q . . . V .

21.333 0.1353 0.03 Q . . . V .

21.350 0.1354 0.03 Q . . . V .

21.367 0.1354 0.03 Q . . . V .

21.383 0.1354 0.03 Q . . . V .

21.400 0.1355 0.03 Q . . . V .

21.417 0.1355 0.03 Q . . . V .

21.433 0.1356 0.03 Q . . . V .

21.450 0.1356 0.03 Q . . . V .

21.467 0.1356 0.03 Q . . . V .

21.483 0.1357 0.03 Q . . . V .

21.500 0.1357 0.03 Q . . . V .

21.517 0.1357 0.03 Q . . . V .

21.533 0.1358 0.03 Q . . . V .

21.550 0.1358 0.03 Q . . . V .

21.567 0.1359 0.03 Q . . . V .

21.583 0.1359 0.03 Q . . . V .

21.600 0.1359 0.03 Q . . . V .

21.617 0.1360 0.03 Q . . . V .

21.633 0.1360 0.03 Q . . . V .

21.650 0.1361 0.03 Q . . . V .

21.667 0.1361 0.03 Q . . . V .

21.683 0.1361 0.03 Q . . . V .

21.700 0.1362 0.03 Q . . . V .

21.717 0.1362 0.03 Q . . . V .

21.733 0.1363 0.03 Q . . . V .

21.750 0.1363 0.03 Q . . . V .

21.767 0.1363 0.03 Q . . . V .

21.783 0.1364 0.03 Q . . . V .

21.800 0.1364 0.03 Q . . . V .

21.817 0.1364 0.03 Q . . . V .

21.833 0.1365 0.03 Q . . . V .

21.850 0.1365 0.03 Q . . . V .

21.867 0.1366 0.03 Q . . . V .

21.883 0.1366 0.03 Q . . . V .

21.900 0.1366 0.03 Q . . . V .

21.917 0.1367 0.03 Q . . . V .

21.933 0.1367 0.03 Q . . . V .

21.950 0.1367 0.03 Q . . . V .

21.967 0.1368 0.03 Q . . . V .

21.983 0.1368 0.03 Q . . . V .

22.000 0.1369 0.03 Q . . . V .

22.017 0.1369 0.03 Q . . . V .

22.033 0.1369 0.03 Q . . . V .

22.050 0.1370 0.03 Q . . . V .

22.067 0.1370 0.03 Q . . . V .

22.083 0.1370 0.03 Q . . . V .

22.100 0.1371 0.03 Q . . . V .

22.117 0.1371 0.03 Q . . . V .

22.133 0.1372 0.03 Q . . . V .

22.150 0.1372 0.03 Q . . . V .

22.167 0.1372 0.03 Q . . . V .

22.183 0.1373 0.03 Q . . . V .

22.200 0.1373 0.03 Q . . . V .

22.217 0.1373 0.03 Q . . . V .

22.233 0.1374 0.03 Q . . . V .

22.250 0.1374 0.03 Q . . . V .

22.267 0.1375 0.03 Q . . . V .

22.283 0.1375 0.03 Q . . . V .

22.300 0.1375 0.03 Q . . . V .

22.317 0.1376 0.03 Q . . . V .

22.333 0.1376 0.03 Q . . . V .

22.350 0.1376 0.03 Q . . . V.

22.367 0.1377 0.03 Q . . . V.

22.383 0.1377 0.03 Q . . . V.

22.400 0.1377 0.03 Q . . . V.

22.417 0.1378 0.03 Q . . . V.

22.433 0.1378 0.03 Q . . . V.

22.450 0.1378 0.03 Q . . . V.

22.467 0.1379 0.03 Q . . . V.

22.483 0.1379 0.03 Q . . . V.

22.500 0.1380 0.03 Q . . . V.

22.517 0.1380 0.03 Q . . . V.

22.533 0.1380 0.03 Q . . . V.

22.550 0.1381 0.03 Q . . . V.

22.567 0.1381 0.03 Q . . . V.

22.583 0.1381 0.03 Q . . . V.

22.600 0.1382 0.03 Q . . . V.

22.617 0.1382 0.03 Q . . . V.

22.633 0.1382 0.03 Q . . . V.

22.650 0.1383 0.03 Q . . . V.

22.667 0.1383 0.03 Q . . . V.

22.683 0.1383 0.03 Q . . . V.

22.700 0.1384 0.03 Q . . . V.

22.717 0.1384 0.03 Q . . . V.

22.733 0.1384 0.03 Q . . . V.

22.750 0.1385 0.03 Q . . . V.

22.767 0.1385 0.03 Q . . . V.

22.783 0.1385 0.03 Q . . . V.

22.800 0.1386 0.03 Q . . . V.

22.817 0.1386 0.03 Q . . . V.

22.833 0.1387 0.02 Q . . . V.

22.850 0.1387 0.02 Q . . . V.

22.867 0.1387 0.02 Q . . . V.

22.883 0.1388 0.02 Q . . . V.

22.900 0.1388 0.02 Q . . . V.

22.917 0.1388 0.02 Q . . . V.

22.933 0.1389 0.02 Q . . . V.

22.950 0.1389 0.02 Q . . . V.

22.967 0.1389 0.02 Q . . . V.

22.983 0.1390 0.02 Q . . . V.

23.000 0.1390 0.02 Q . . . V.

23.017 0.1390 0.02 Q . . . V.

23.033 0.1391 0.02 Q . . . V.

23.050 0.1391 0.02 Q . . . V.

23.067 0.1391 0.02 Q . . . V.

23.083 0.1392 0.02 Q . . . V.

23.100 0.1392 0.02 Q . . . V.

23.117 0.1392 0.02 Q . . . V.

23.133 0.1393 0.02 Q . . . V.

23.150 0.1393 0.02 Q . . . V.

23.167 0.1393 0.02 Q . . . V.

23.183 0.1394 0.02 Q . . . V.

23.200 0.1394 0.02 Q . . . V.

23.217 0.1394 0.02 Q . . . V.

23.233 0.1395 0.02 Q . . . V.

23.250 0.1395 0.02 Q . . . V.

23.267 0.1395 0.02 Q . . . V.

23.283 0.1396 0.02 Q . . . V.

23.300 0.1396 0.02 Q . . . V.

23.317 0.1396 0.02 Q . . . V.

23.333 0.1397 0.02 Q . . . V.

23.350 0.1397 0.02 Q . . . V.

23.367 0.1397 0.02 Q . . . V.

23.383 0.1398 0.02 Q . . . V.

23.400 0.1398 0.02 Q . . . V.

23.417 0.1398 0.02 Q . . . V.

23.433 0.1399 0.02 Q . . . V.

23.450 0.1399 0.02 Q . . . V.

23.467 0.1399 0.02 Q . . . V.

23.483 0.1400 0.02 Q . . . V.

23.500 0.1400 0.02 Q . . . V.

23.517 0.1400 0.02 Q . . . V.

23.533 0.1401 0.02 Q . . . V.

23.550 0.1401 0.02 Q . . . V.

23.567 0.1401 0.02 Q . . . V.

23.583 0.1401 0.02 Q . . . V.

23.600 0.1402 0.02 Q . . . V.

23.617 0.1402 0.02 Q . . . V.

23.633 0.1402 0.02 Q . . . V.

23.650 0.1403 0.02 Q . . . V.

23.667 0.1403 0.02 Q . . . V.

23.683 0.1403 0.02 Q . . . V.

23.700 0.1404 0.02 Q . . . V.

23.717 0.1404 0.02 Q . . . V.

23.733 0.1404 0.02 Q . . . V.

23.750 0.1405 0.02 Q . . . V.

23.767 0.1405 0.02 Q . . . V.

23.783 0.1405 0.02 Q . . . V.

23.800 0.1406 0.02 Q . . . V.

23.817 0.1406 0.02 Q . . . V.

23.833 0.1406 0.02 Q . . . V.

23.850 0.1407 0.02 Q . . . V.

23.867 0.1407 0.02 Q . . . V.

23.883 0.1407 0.02 Q . . . V.

23.900 0.1408 0.02 Q . . . V.

23.917 0.1408 0.02 Q . . . V.

23.933 0.1408 0.02 Q . . . V.

23.950 0.1408 0.02 Q . . . V.

23.967 0.1409 0.02 Q . . . V.

23.983 0.1409 0.02 Q . . . V.

24.000 0.1409 0.02 Q . . . V.

24.017 0.1410 0.02 Q . . . V.

24.033 0.1410 0.02 Q . . . V.

24.050 0.1410 0.02 Q . . . V.

24.067 0.1411 0.02 Q . . . V.

24.083 0.1411 0.02 Q . . . V.

24.100 0.1411 0.02 Q . . . V.

24.117 0.1411 0.01 Q . . . V.

24.133 0.1411 0.01 Q . . . V.

24.150 0.1411 0.01 Q . . . V.
-------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1449.0
10% 170.0
20% 110.0
30% 80.0
40% 70.0
50% 60.0
60% 50.0
70% 35.0
80% 25.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 405.00 IS CODE = 3.2 ---------------------------------------------------------------------------- >>>>>FLOW-THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1<<<<< ============================================================================ INFLOW
(STREAM 1)
|
|
V __effective depth
----------- | (and volume)
| | | |
| | |....V........
| detention |<-->| outflow
| basin | |........._______
----------- | ^ | \
| | dead | basin outlet
V | storage |

OUTFLOW ---------
(STREAM 1)
ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1

THROUGH A FLOW-THROUGH DETENTION BASIN
SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS:

DEAD STORAGE(AF) = 0.000
SPECIFIED DEAD STORAGE(AF) FILLED = 0.000
SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 0.000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00
BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION:

INTERVAL DEPTH OUTFLOW STORAGE

NUMBER (FT) (CFS) (AF)
1 0.00 0.00 0.000
2 1.30 6.52 0.100
3 1.50 7.61 0.118
4 2.00 9.83 0.175
5 2.50 11.63 0.236
6 3.00 13.19 0.305
7 3.50 14.58 0.366
8 4.00 15.85 0.423
9 4.50 17.03 0.475
10 5.00 18.13 0.517
11 5.50 19.16 0.541
============================================================================ MODIFIED-PULS BASIN ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS):
(Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.)

CLOCK MEAN

TIME DEAD-STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ----------------------------------------------------------------------------

0.017 0.000 0.00 0.00 0.00 0.0 0.000

0.033 0.000 0.00 0.00 0.00 0.0 0.000

0.050 0.000 0.00 0.00 0.00 0.0 0.000

0.067 0.000 0.01 0.00 0.00 0.0 0.000

0.083 0.000 0.01 0.00 0.00 0.0 0.000

0.100 0.000 0.01 0.00 0.00 0.0 0.000

0.117 0.000 0.01 0.00 0.00 0.0 0.000

0.133 0.000 0.01 0.00 0.00 0.0 0.000

0.150 0.000 0.01 0.00 0.00 0.0 0.000

0.167 0.000 0.02 0.00 0.00 0.0 0.000

0.183 0.000 0.02 0.00 0.00 0.0 0.000

0.200 0.000 0.02 0.00 0.00 0.0 0.000

0.217 0.000 0.02 0.00 0.00 0.0 0.000

0.233 0.000 0.02 0.00 0.00 0.0 0.000

0.250 0.000 0.02 0.00 0.00 0.0 0.000

0.267 0.000 0.02 0.00 0.00 0.0 0.000

0.283 0.000 0.02 0.00 0.00 0.0 0.000

0.300 0.000 0.02 0.00 0.00 0.0 0.000

0.317 0.000 0.02 0.00 0.00 0.0 0.000

0.333 0.000 0.02 0.00 0.00 0.0 0.000

0.350 0.000 0.02 0.00 0.00 0.0 0.000

0.367 0.000 0.02 0.00 0.00 0.0 0.000

0.383 0.000 0.02 0.00 0.00 0.0 0.000

0.400 0.000 0.02 0.00 0.00 0.0 0.000

0.417 0.000 0.02 0.00 0.00 0.0 0.000

0.433 0.000 0.02 0.00 0.00 0.0 0.000

0.450 0.000 0.02 0.00 0.00 0.0 0.000

0.467 0.000 0.02 0.00 0.00 0.0 0.000

0.483 0.000 0.02 0.00 0.00 0.0 0.000

0.500 0.000 0.02 0.00 0.00 0.0 0.000

0.517 0.000 0.02 0.00 0.00 0.0 0.000

0.533 0.000 0.02 0.00 0.00 0.0 0.000

0.550 0.000 0.02 0.00 0.00 0.0 0.000

0.567 0.000 0.02 0.00 0.00 0.0 0.000

0.583 0.000 0.02 0.00 0.00 0.0 0.000

0.600 0.000 0.02 0.00 0.00 0.0 0.000

0.617 0.000 0.02 0.00 0.00 0.0 0.000

0.633 0.000 0.02 0.00 0.00 0.0 0.000

0.650 0.000 0.02 0.00 0.00 0.0 0.000

0.667 0.000 0.02 0.00 0.00 0.0 0.000

0.683 0.000 0.02 0.00 0.00 0.0 0.000

0.700 0.000 0.02 0.00 0.00 0.0 0.000

0.717 0.000 0.02 0.00 0.00 0.0 0.000

0.733 0.000 0.02 0.00 0.00 0.0 0.000

0.750 0.000 0.02 0.00 0.00 0.0 0.000

0.767 0.000 0.02 0.00 0.00 0.0 0.000

0.783 0.000 0.02 0.00 0.00 0.0 0.000

0.800 0.000 0.02 0.00 0.00 0.0 0.000

0.817 0.000 0.02 0.00 0.00 0.0 0.000

0.833 0.000 0.02 0.00 0.00 0.0 0.000

0.850 0.000 0.02 0.00 0.00 0.0 0.000

0.867 0.000 0.02 0.00 0.00 0.0 0.000

0.883 0.000 0.02 0.00 0.00 0.0 0.000

0.900 0.000 0.02 0.00 0.00 0.0 0.000

0.917 0.000 0.02 0.00 0.00 0.0 0.000

0.933 0.000 0.02 0.00 0.00 0.0 0.000

0.950 0.000 0.02 0.00 0.00 0.0 0.000

0.967 0.000 0.02 0.00 0.00 0.0 0.000

0.983 0.000 0.02 0.00 0.00 0.0 0.000

1.000 0.000 0.02 0.00 0.00 0.0 0.000

1.017 0.000 0.02 0.00 0.00 0.0 0.000

1.033 0.000 0.02 0.00 0.00 0.0 0.000

1.050 0.000 0.02 0.00 0.00 0.0 0.000

1.067 0.000 0.02 0.00 0.00 0.0 0.000

1.083 0.000 0.02 0.00 0.00 0.0 0.000

1.100 0.000 0.02 0.00 0.00 0.0 0.000

1.117 0.000 0.02 0.00 0.00 0.0 0.000

1.133 0.000 0.02 0.00 0.00 0.0 0.000

1.150 0.000 0.02 0.00 0.00 0.0 0.000

1.167 0.000 0.02 0.00 0.00 0.0 0.000

1.183 0.000 0.02 0.00 0.00 0.0 0.000

1.200 0.000 0.02 0.00 0.00 0.0 0.000

1.217 0.000 0.02 0.00 0.00 0.0 0.000

1.233 0.000 0.02 0.00 0.00 0.0 0.000

1.250 0.000 0.02 0.00 0.00 0.0 0.000

1.267 0.000 0.02 0.00 0.00 0.0 0.000

1.283 0.000 0.02 0.00 0.00 0.0 0.000

1.300 0.000 0.02 0.00 0.00 0.0 0.000

1.317 0.000 0.02 0.00 0.00 0.0 0.000

1.333 0.000 0.02 0.00 0.00 0.0 0.000

1.350 0.000 0.02 0.00 0.00 0.0 0.000

1.367 0.000 0.02 0.00 0.00 0.0 0.000

1.383 0.000 0.02 0.00 0.00 0.0 0.000

1.400 0.000 0.02 0.00 0.00 0.0 0.000

1.417 0.000 0.02 0.00 0.00 0.0 0.000

1.433 0.000 0.02 0.00 0.00 0.0 0.000

1.450 0.000 0.02 0.00 0.00 0.0 0.000

1.467 0.000 0.02 0.00 0.00 0.0 0.000

1.483 0.000 0.02 0.00 0.00 0.0 0.000

1.500 0.000 0.02 0.00 0.00 0.0 0.000

1.517 0.000 0.02 0.00 0.00 0.0 0.000

1.533 0.000 0.02 0.00 0.00 0.0 0.000

1.550 0.000 0.02 0.00 0.00 0.0 0.000

1.567 0.000 0.02 0.00 0.00 0.0 0.000

1.583 0.000 0.02 0.00 0.00 0.0 0.000

1.600 0.000 0.02 0.00 0.00 0.0 0.000

1.617 0.000 0.02 0.00 0.00 0.0 0.000

1.633 0.000 0.02 0.00 0.00 0.0 0.000

1.650 0.000 0.02 0.00 0.00 0.0 0.000

1.667 0.000 0.02 0.00 0.00 0.0 0.000

1.683 0.000 0.02 0.00 0.00 0.0 0.000

1.700 0.000 0.02 0.00 0.00 0.0 0.000

1.717 0.000 0.02 0.00 0.00 0.0 0.000

1.733 0.000 0.02 0.00 0.00 0.0 0.000

1.750 0.000 0.02 0.00 0.00 0.0 0.000

1.767 0.000 0.02 0.00 0.00 0.0 0.000

1.783 0.000 0.02 0.00 0.00 0.0 0.000

1.800 0.000 0.02 0.00 0.00 0.0 0.000

1.817 0.000 0.02 0.00 0.00 0.0 0.000

1.833 0.000 0.02 0.00 0.00 0.0 0.000

1.850 0.000 0.02 0.00 0.00 0.0 0.000

1.867 0.000 0.02 0.00 0.00 0.0 0.000

1.883 0.000 0.02 0.00 0.00 0.0 0.000

1.900 0.000 0.02 0.00 0.00 0.0 0.000

1.917 0.000 0.02 0.00 0.00 0.0 0.000

1.933 0.000 0.02 0.00 0.00 0.0 0.000

1.950 0.000 0.02 0.00 0.00 0.0 0.000

1.967 0.000 0.02 0.00 0.00 0.0 0.000

1.983 0.000 0.02 0.00 0.00 0.0 0.000

2.000 0.000 0.02 0.00 0.00 0.0 0.000

2.017 0.000 0.02 0.00 0.00 0.0 0.000

2.033 0.000 0.02 0.00 0.00 0.0 0.000

2.050 0.000 0.02 0.00 0.00 0.0 0.000

2.067 0.000 0.02 0.00 0.00 0.0 0.000

2.083 0.000 0.02 0.00 0.00 0.0 0.000

2.100 0.000 0.02 0.00 0.00 0.0 0.000

2.117 0.000 0.02 0.00 0.00 0.0 0.000

2.133 0.000 0.02 0.00 0.00 0.0 0.000

2.150 0.000 0.02 0.00 0.00 0.0 0.000

2.167 0.000 0.02 0.00 0.00 0.0 0.000

2.183 0.000 0.02 0.00 0.00 0.0 0.000

2.200 0.000 0.02 0.00 0.00 0.0 0.000

2.217 0.000 0.02 0.00 0.00 0.0 0.000

2.233 0.000 0.02 0.00 0.00 0.0 0.000

2.250 0.000 0.02 0.00 0.00 0.0 0.000

2.267 0.000 0.02 0.00 0.00 0.0 0.000

2.283 0.000 0.02 0.00 0.00 0.0 0.000

2.300 0.000 0.02 0.00 0.00 0.0 0.000

2.317 0.000 0.02 0.00 0.00 0.0 0.000

2.333 0.000 0.02 0.00 0.00 0.0 0.000

2.350 0.000 0.02 0.00 0.00 0.0 0.000

2.367 0.000 0.02 0.00 0.00 0.0 0.000

2.383 0.000 0.02 0.00 0.00 0.0 0.000

2.400 0.000 0.02 0.00 0.00 0.0 0.000

2.417 0.000 0.02 0.00 0.00 0.0 0.000

2.433 0.000 0.02 0.00 0.00 0.0 0.000

2.450 0.000 0.02 0.00 0.00 0.0 0.000

2.467 0.000 0.02 0.00 0.00 0.0 0.000

2.483 0.000 0.02 0.00 0.00 0.0 0.000

2.500 0.000 0.02 0.00 0.00 0.0 0.000

2.517 0.000 0.02 0.00 0.00 0.0 0.000

2.533 0.000 0.02 0.00 0.00 0.0 0.000

2.550 0.000 0.02 0.00 0.00 0.0 0.000

2.567 0.000 0.02 0.00 0.00 0.0 0.000

2.583 0.000 0.02 0.00 0.00 0.0 0.000

2.600 0.000 0.02 0.00 0.00 0.0 0.000

2.617 0.000 0.02 0.00 0.00 0.0 0.000

2.633 0.000 0.02 0.00 0.00 0.0 0.000

2.650 0.000 0.02 0.00 0.00 0.0 0.000

2.667 0.000 0.02 0.00 0.00 0.0 0.000

2.683 0.000 0.02 0.00 0.00 0.0 0.000

2.700 0.000 0.02 0.00 0.00 0.0 0.000

2.717 0.000 0.02 0.00 0.00 0.0 0.000

2.733 0.000 0.02 0.00 0.00 0.0 0.000

2.750 0.000 0.02 0.00 0.00 0.0 0.000

2.767 0.000 0.02 0.00 0.00 0.0 0.000

2.783 0.000 0.02 0.00 0.00 0.0 0.000

2.800 0.000 0.03 0.00 0.00 0.0 0.000

2.817 0.000 0.03 0.00 0.00 0.0 0.000

2.833 0.000 0.03 0.00 0.00 0.0 0.000

2.850 0.000 0.03 0.00 0.00 0.0 0.000

2.867 0.000 0.03 0.00 0.00 0.0 0.000

2.883 0.000 0.03 0.00 0.00 0.0 0.000

2.900 0.000 0.03 0.00 0.00 0.0 0.000

2.917 0.000 0.03 0.00 0.00 0.0 0.000

2.933 0.000 0.03 0.00 0.00 0.0 0.000

2.950 0.000 0.03 0.00 0.00 0.0 0.000

2.967 0.000 0.03 0.00 0.00 0.0 0.000

2.983 0.000 0.03 0.00 0.00 0.0 0.000

3.000 0.000 0.03 0.00 0.00 0.0 0.000

3.017 0.000 0.03 0.00 0.00 0.0 0.000

3.033 0.000 0.03 0.00 0.01 0.0 0.000

3.050 0.000 0.03 0.00 0.01 0.0 0.000

3.067 0.000 0.03 0.00 0.01 0.0 0.000

3.083 0.000 0.03 0.00 0.01 0.0 0.000

3.100 0.000 0.03 0.00 0.01 0.0 0.000

3.117 0.000 0.03 0.00 0.01 0.0 0.000

3.133 0.000 0.03 0.00 0.01 0.0 0.000

3.150 0.000 0.03 0.00 0.01 0.0 0.000

3.167 0.000 0.03 0.00 0.01 0.0 0.000

3.183 0.000 0.03 0.00 0.01 0.0 0.000

3.200 0.000 0.03 0.00 0.01 0.0 0.000

3.217 0.000 0.03 0.00 0.01 0.0 0.000

3.233 0.000 0.03 0.00 0.01 0.0 0.000

3.250 0.000 0.03 0.00 0.01 0.0 0.000

3.267 0.000 0.03 0.00 0.01 0.0 0.000

3.283 0.000 0.03 0.00 0.01 0.0 0.000

3.300 0.000 0.03 0.00 0.01 0.0 0.000

3.317 0.000 0.03 0.00 0.01 0.0 0.000

3.333 0.000 0.03 0.00 0.01 0.0 0.000

3.350 0.000 0.03 0.00 0.01 0.0 0.000

3.367 0.000 0.03 0.00 0.01 0.0 0.000

3.383 0.000 0.03 0.00 0.01 0.0 0.000

3.400 0.000 0.03 0.00 0.01 0.0 0.000

3.417 0.000 0.03 0.00 0.01 0.0 0.000

3.433 0.000 0.03 0.00 0.01 0.0 0.000

3.450 0.000 0.03 0.00 0.01 0.0 0.000

3.467 0.000 0.03 0.00 0.01 0.0 0.000

3.483 0.000 0.03 0.00 0.01 0.0 0.000

3.500 0.000 0.03 0.00 0.01 0.0 0.000

3.517 0.000 0.03 0.00 0.01 0.0 0.000

3.533 0.000 0.03 0.00 0.01 0.0 0.000

3.550 0.000 0.03 0.00 0.01 0.0 0.000

3.567 0.000 0.03 0.00 0.01 0.0 0.000

3.583 0.000 0.03 0.00 0.01 0.0 0.000

3.600 0.000 0.03 0.00 0.01 0.0 0.000

3.617 0.000 0.03 0.00 0.01 0.0 0.000

3.633 0.000 0.03 0.00 0.01 0.0 0.000

3.650 0.000 0.03 0.00 0.01 0.0 0.000

3.667 0.000 0.03 0.00 0.01 0.0 0.000

3.683 0.000 0.03 0.00 0.01 0.0 0.000

3.700 0.000 0.03 0.00 0.01 0.0 0.000

3.717 0.000 0.03 0.00 0.01 0.0 0.000

3.733 0.000 0.03 0.00 0.01 0.0 0.000

3.750 0.000 0.03 0.00 0.01 0.0 0.000

3.767 0.000 0.03 0.00 0.01 0.0 0.000

3.783 0.000 0.03 0.00 0.01 0.0 0.000

3.800 0.000 0.03 0.00 0.01 0.0 0.000

3.817 0.000 0.03 0.00 0.01 0.0 0.000

3.833 0.000 0.03 0.00 0.01 0.0 0.000

3.850 0.000 0.03 0.00 0.01 0.0 0.000

3.867 0.000 0.03 0.00 0.01 0.0 0.000

3.883 0.000 0.03 0.00 0.01 0.0 0.000

3.900 0.000 0.03 0.00 0.01 0.0 0.000

3.917 0.000 0.03 0.00 0.01 0.0 0.000

3.933 0.000 0.03 0.00 0.01 0.0 0.000

3.950 0.000 0.03 0.00 0.01 0.0 0.000

3.967 0.000 0.03 0.00 0.01 0.0 0.000

3.983 0.000 0.03 0.00 0.01 0.0 0.000

4.000 0.000 0.03 0.00 0.01 0.0 0.000

4.017 0.000 0.03 0.00 0.01 0.0 0.000

4.033 0.000 0.03 0.00 0.01 0.0 0.000

4.050 0.000 0.03 0.00 0.01 0.0 0.000

4.067 0.000 0.03 0.00 0.01 0.0 0.000

4.083 0.000 0.03 0.00 0.01 0.0 0.000

4.100 0.000 0.03 0.00 0.01 0.0 0.000

4.117 0.000 0.03 0.00 0.01 0.0 0.000

4.133 0.000 0.03 0.00 0.01 0.0 0.000

4.150 0.000 0.03 0.00 0.01 0.0 0.000

4.167 0.000 0.03 0.00 0.01 0.0 0.000

4.183 0.000 0.03 0.00 0.01 0.0 0.000

4.200 0.000 0.03 0.00 0.01 0.0 0.000

4.217 0.000 0.03 0.00 0.01 0.0 0.000

4.233 0.000 0.03 0.00 0.01 0.0 0.000

4.250 0.000 0.03 0.00 0.01 0.0 0.000

4.267 0.000 0.03 0.00 0.01 0.0 0.000

4.283 0.000 0.03 0.00 0.01 0.0 0.000

4.300 0.000 0.03 0.00 0.01 0.0 0.000

4.317 0.000 0.03 0.00 0.01 0.0 0.000

4.333 0.000 0.03 0.00 0.01 0.0 0.000

4.350 0.000 0.03 0.00 0.01 0.0 0.000

4.367 0.000 0.03 0.00 0.01 0.0 0.000

4.383 0.000 0.03 0.00 0.01 0.0 0.000

4.400 0.000 0.03 0.00 0.01 0.0 0.000

4.417 0.000 0.03 0.00 0.01 0.0 0.000

4.433 0.000 0.03 0.00 0.01 0.0 0.000

4.450 0.000 0.03 0.00 0.01 0.0 0.000

4.467 0.000 0.03 0.00 0.01 0.0 0.000

4.483 0.000 0.03 0.00 0.01 0.0 0.000

4.500 0.000 0.03 0.00 0.01 0.0 0.000

4.517 0.000 0.03 0.00 0.01 0.0 0.000

4.533 0.000 0.03 0.00 0.01 0.0 0.000

4.550 0.000 0.03 0.00 0.01 0.0 0.000

4.567 0.000 0.03 0.00 0.01 0.0 0.000

4.583 0.000 0.03 0.00 0.01 0.0 0.000

4.600 0.000 0.03 0.00 0.01 0.0 0.000

4.617 0.000 0.03 0.00 0.01 0.0 0.000

4.633 0.000 0.03 0.00 0.01 0.0 0.000

4.650 0.000 0.03 0.00 0.01 0.0 0.000

4.667 0.000 0.03 0.00 0.01 0.0 0.000

4.683 0.000 0.03 0.00 0.01 0.0 0.000

4.700 0.000 0.03 0.00 0.01 0.0 0.000

4.717 0.000 0.03 0.00 0.01 0.0 0.000

4.733 0.000 0.03 0.00 0.01 0.0 0.000

4.750 0.000 0.03 0.00 0.01 0.0 0.000

4.767 0.000 0.03 0.00 0.01 0.0 0.000

4.783 0.000 0.03 0.00 0.01 0.0 0.000

4.800 0.000 0.03 0.00 0.01 0.0 0.000

4.817 0.000 0.03 0.00 0.01 0.0 0.000

4.833 0.000 0.03 0.00 0.01 0.0 0.000

4.850 0.000 0.03 0.00 0.01 0.0 0.000

4.867 0.000 0.03 0.00 0.01 0.0 0.000

4.883 0.000 0.03 0.00 0.01 0.0 0.000

4.900 0.000 0.03 0.00 0.01 0.0 0.000

4.917 0.000 0.03 0.00 0.01 0.0 0.000

4.933 0.000 0.03 0.00 0.01 0.0 0.000

4.950 0.000 0.03 0.00 0.01 0.0 0.000

4.967 0.000 0.03 0.00 0.01 0.0 0.000

4.983 0.000 0.03 0.00 0.01 0.0 0.000

5.000 0.000 0.03 0.00 0.01 0.0 0.000

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10.883 0.000 0.04 0.00 0.01 0.0 0.001

10.900 0.000 0.04 0.00 0.01 0.0 0.001

10.917 0.000 0.04 0.00 0.01 0.0 0.001

10.933 0.000 0.04 0.00 0.01 0.0 0.001

10.950 0.000 0.05 0.00 0.01 0.0 0.001

10.967 0.000 0.05 0.00 0.01 0.0 0.001

10.983 0.000 0.05 0.00 0.01 0.0 0.001

11.000 0.000 0.05 0.00 0.01 0.0 0.001

11.017 0.000 0.05 0.00 0.01 0.0 0.001

11.033 0.000 0.05 0.00 0.01 0.0 0.001

11.050 0.000 0.05 0.00 0.01 0.0 0.001

11.067 0.000 0.05 0.00 0.01 0.0 0.001

11.083 0.000 0.05 0.00 0.01 0.0 0.001

11.100 0.000 0.05 0.00 0.01 0.0 0.001

11.117 0.000 0.05 0.00 0.01 0.0 0.001

11.133 0.000 0.05 0.00 0.01 0.0 0.001

11.150 0.000 0.05 0.00 0.01 0.0 0.001

11.167 0.000 0.05 0.00 0.01 0.0 0.001

11.183 0.000 0.05 0.00 0.01 0.0 0.001

11.200 0.000 0.05 0.00 0.01 0.0 0.001

11.217 0.000 0.05 0.00 0.01 0.0 0.001

11.233 0.000 0.05 0.00 0.01 0.0 0.001

11.250 0.000 0.05 0.00 0.01 0.0 0.001

11.267 0.000 0.05 0.00 0.01 0.0 0.001

11.283 0.000 0.05 0.00 0.01 0.0 0.001

11.300 0.000 0.05 0.00 0.01 0.0 0.001

11.317 0.000 0.05 0.00 0.01 0.0 0.001

11.333 0.000 0.05 0.00 0.01 0.0 0.001

11.350 0.000 0.05 0.00 0.01 0.0 0.001

11.367 0.000 0.05 0.00 0.01 0.0 0.001

11.383 0.000 0.05 0.00 0.01 0.0 0.001

11.400 0.000 0.05 0.00 0.01 0.0 0.001

11.417 0.000 0.05 0.00 0.01 0.0 0.001

11.433 0.000 0.05 0.00 0.01 0.0 0.001

11.450 0.000 0.05 0.00 0.01 0.0 0.001

11.467 0.000 0.05 0.00 0.01 0.0 0.001

11.483 0.000 0.05 0.00 0.01 0.0 0.001

11.500 0.000 0.05 0.00 0.01 0.0 0.001

11.517 0.000 0.05 0.00 0.01 0.0 0.001

11.533 0.000 0.05 0.00 0.01 0.0 0.001

11.550 0.000 0.05 0.00 0.01 0.0 0.001

11.567 0.000 0.05 0.00 0.01 0.0 0.001

11.583 0.000 0.05 0.00 0.01 0.0 0.001

11.600 0.000 0.05 0.00 0.01 0.0 0.001

11.617 0.000 0.05 0.00 0.01 0.0 0.001

11.633 0.000 0.05 0.00 0.01 0.0 0.001

11.650 0.000 0.05 0.00 0.01 0.0 0.001

11.667 0.000 0.05 0.00 0.01 0.0 0.001

11.683 0.000 0.05 0.00 0.01 0.0 0.001

11.700 0.000 0.05 0.00 0.01 0.0 0.001

11.717 0.000 0.05 0.00 0.01 0.0 0.001

11.733 0.000 0.05 0.00 0.01 0.0 0.001

11.750 0.000 0.05 0.00 0.01 0.0 0.001

11.767 0.000 0.05 0.00 0.01 0.0 0.001

11.783 0.000 0.05 0.00 0.01 0.0 0.001

11.800 0.000 0.05 0.00 0.01 0.0 0.001

11.817 0.000 0.05 0.00 0.01 0.0 0.001

11.833 0.000 0.05 0.00 0.01 0.0 0.001

11.850 0.000 0.05 0.00 0.01 0.0 0.001

11.867 0.000 0.05 0.00 0.01 0.0 0.001

11.883 0.000 0.05 0.00 0.01 0.0 0.001

11.900 0.000 0.05 0.00 0.01 0.0 0.001

11.917 0.000 0.05 0.00 0.01 0.1 0.001

11.933 0.000 0.05 0.00 0.01 0.1 0.001

11.950 0.000 0.05 0.00 0.01 0.1 0.001

11.967 0.000 0.05 0.00 0.01 0.1 0.001

11.983 0.000 0.05 0.00 0.01 0.1 0.001

12.000 0.000 0.05 0.00 0.01 0.1 0.001

12.017 0.000 0.05 0.00 0.01 0.1 0.001

12.033 0.000 0.05 0.00 0.01 0.1 0.001

12.050 0.000 0.05 0.00 0.01 0.1 0.001

12.067 0.000 0.05 0.00 0.01 0.1 0.001

12.083 0.000 0.05 0.00 0.01 0.1 0.001

12.100 0.000 0.06 0.00 0.01 0.1 0.001

12.117 0.000 0.06 0.00 0.01 0.1 0.001

12.133 0.000 0.06 0.00 0.01 0.1 0.001

12.150 0.000 0.06 0.00 0.01 0.1 0.001

12.167 0.000 0.06 0.00 0.01 0.1 0.001

12.183 0.000 0.06 0.00 0.01 0.1 0.001

12.200 0.000 0.06 0.00 0.01 0.1 0.001

12.217 0.000 0.06 0.00 0.01 0.1 0.001

12.233 0.000 0.07 0.00 0.01 0.1 0.001

12.250 0.000 0.07 0.00 0.01 0.1 0.001

12.267 0.000 0.07 0.00 0.01 0.1 0.001

12.283 0.000 0.07 0.00 0.01 0.1 0.001

12.300 0.000 0.07 0.00 0.01 0.1 0.001

12.317 0.000 0.07 0.00 0.01 0.1 0.001

12.333 0.000 0.07 0.00 0.01 0.1 0.001

12.350 0.000 0.07 0.00 0.01 0.1 0.001

12.367 0.000 0.07 0.00 0.01 0.1 0.001

12.383 0.000 0.07 0.00 0.01 0.1 0.001

12.400 0.000 0.07 0.00 0.01 0.1 0.001

12.417 0.000 0.07 0.00 0.01 0.1 0.001

12.433 0.000 0.07 0.00 0.01 0.1 0.001

12.450 0.000 0.07 0.00 0.01 0.1 0.001

12.467 0.000 0.07 0.00 0.01 0.1 0.001

12.483 0.000 0.07 0.00 0.01 0.1 0.001

12.500 0.000 0.07 0.00 0.01 0.1 0.001

12.517 0.000 0.07 0.00 0.01 0.1 0.001

12.533 0.000 0.07 0.00 0.01 0.1 0.001

12.550 0.000 0.07 0.00 0.01 0.1 0.001

12.567 0.000 0.07 0.00 0.01 0.1 0.001

12.583 0.000 0.07 0.00 0.01 0.1 0.001

12.600 0.000 0.07 0.00 0.01 0.1 0.001

12.617 0.000 0.07 0.00 0.01 0.1 0.001

12.633 0.000 0.07 0.00 0.01 0.1 0.001

12.650 0.000 0.07 0.00 0.01 0.1 0.001

12.667 0.000 0.07 0.00 0.01 0.1 0.001

12.683 0.000 0.07 0.00 0.01 0.1 0.001

12.700 0.000 0.07 0.00 0.01 0.1 0.001

12.717 0.000 0.07 0.00 0.01 0.1 0.001

12.733 0.000 0.07 0.00 0.01 0.1 0.001

12.750 0.000 0.07 0.00 0.01 0.1 0.001

12.767 0.000 0.07 0.00 0.01 0.1 0.001

12.783 0.000 0.07 0.00 0.01 0.1 0.001

12.800 0.000 0.07 0.00 0.01 0.1 0.001

12.817 0.000 0.07 0.00 0.01 0.1 0.001

12.833 0.000 0.07 0.00 0.01 0.1 0.001

12.850 0.000 0.07 0.00 0.01 0.1 0.001

12.867 0.000 0.07 0.00 0.01 0.1 0.001

12.883 0.000 0.07 0.00 0.01 0.1 0.001

12.900 0.000 0.07 0.00 0.01 0.1 0.001

12.917 0.000 0.07 0.00 0.01 0.1 0.001

12.933 0.000 0.07 0.00 0.01 0.1 0.001

12.950 0.000 0.07 0.00 0.01 0.1 0.001

12.967 0.000 0.07 0.00 0.01 0.1 0.001

12.983 0.000 0.07 0.00 0.01 0.1 0.001

13.000 0.000 0.07 0.00 0.01 0.1 0.001

13.017 0.000 0.07 0.00 0.01 0.1 0.001

13.033 0.000 0.07 0.00 0.01 0.1 0.001

13.050 0.000 0.07 0.00 0.01 0.1 0.001

13.067 0.000 0.07 0.00 0.01 0.1 0.001

13.083 0.000 0.07 0.00 0.01 0.1 0.001

13.100 0.000 0.08 0.00 0.01 0.1 0.001

13.117 0.000 0.08 0.00 0.01 0.1 0.001

13.133 0.000 0.08 0.00 0.01 0.1 0.001

13.150 0.000 0.08 0.00 0.01 0.1 0.001

13.167 0.000 0.08 0.00 0.01 0.1 0.001

13.183 0.000 0.08 0.00 0.01 0.1 0.001

13.200 0.000 0.08 0.00 0.01 0.1 0.001

13.217 0.000 0.08 0.00 0.01 0.1 0.001

13.233 0.000 0.08 0.00 0.01 0.1 0.001

13.250 0.000 0.08 0.00 0.01 0.1 0.001

13.267 0.000 0.08 0.00 0.01 0.1 0.001

13.283 0.000 0.08 0.00 0.01 0.1 0.001

13.300 0.000 0.08 0.00 0.02 0.1 0.001

13.317 0.000 0.08 0.00 0.02 0.1 0.001

13.333 0.000 0.08 0.00 0.02 0.1 0.001

13.350 0.000 0.08 0.00 0.02 0.1 0.001

13.367 0.000 0.08 0.00 0.02 0.1 0.001

13.383 0.000 0.08 0.00 0.02 0.1 0.001

13.400 0.000 0.08 0.00 0.02 0.1 0.001

13.417 0.000 0.08 0.00 0.02 0.1 0.001

13.433 0.000 0.08 0.00 0.02 0.1 0.001

13.450 0.000 0.08 0.00 0.02 0.1 0.001

13.467 0.000 0.08 0.00 0.02 0.1 0.001

13.483 0.000 0.08 0.00 0.02 0.1 0.001

13.500 0.000 0.08 0.00 0.02 0.1 0.001

13.517 0.000 0.08 0.00 0.02 0.1 0.001

13.533 0.000 0.08 0.00 0.02 0.1 0.001

13.550 0.000 0.08 0.00 0.02 0.1 0.001

13.567 0.000 0.08 0.00 0.02 0.1 0.001

13.583 0.000 0.08 0.00 0.02 0.1 0.001

13.600 0.000 0.08 0.00 0.02 0.1 0.001

13.617 0.000 0.08 0.00 0.02 0.1 0.001

13.633 0.000 0.08 0.00 0.02 0.1 0.001

13.650 0.000 0.08 0.00 0.02 0.1 0.001

13.667 0.000 0.08 0.00 0.02 0.1 0.001

13.683 0.000 0.08 0.00 0.02 0.1 0.001

13.700 0.000 0.08 0.00 0.02 0.1 0.001

13.717 0.000 0.08 0.00 0.02 0.1 0.001

13.733 0.000 0.09 0.00 0.02 0.1 0.001

13.750 0.000 0.09 0.00 0.02 0.1 0.001

13.767 0.000 0.09 0.00 0.02 0.1 0.001

13.783 0.000 0.09 0.00 0.02 0.1 0.001

13.800 0.000 0.09 0.00 0.02 0.1 0.001

13.817 0.000 0.09 0.00 0.02 0.1 0.001

13.833 0.000 0.09 0.00 0.02 0.1 0.001

13.850 0.000 0.09 0.00 0.02 0.1 0.001

13.867 0.000 0.09 0.00 0.02 0.1 0.001

13.883 0.000 0.09 0.00 0.02 0.1 0.001

13.900 0.000 0.09 0.00 0.02 0.1 0.001

13.917 0.000 0.09 0.00 0.02 0.1 0.001

13.933 0.000 0.09 0.00 0.02 0.1 0.001

13.950 0.000 0.09 0.00 0.02 0.1 0.001

13.967 0.000 0.09 0.00 0.02 0.1 0.001

13.983 0.000 0.09 0.00 0.02 0.1 0.001

14.000 0.000 0.09 0.00 0.02 0.1 0.001

14.017 0.000 0.09 0.00 0.02 0.1 0.001

14.033 0.000 0.09 0.00 0.02 0.1 0.001

14.050 0.000 0.09 0.00 0.02 0.1 0.001

14.067 0.000 0.09 0.00 0.02 0.1 0.001

14.083 0.000 0.09 0.00 0.02 0.1 0.001

14.100 0.000 0.09 0.00 0.02 0.1 0.001

14.117 0.000 0.09 0.00 0.02 0.1 0.001

14.133 0.000 0.09 0.00 0.02 0.1 0.001

14.150 0.000 0.10 0.00 0.02 0.1 0.001

14.167 0.000 0.10 0.00 0.02 0.1 0.001

14.183 0.000 0.10 0.00 0.02 0.1 0.001

14.200 0.000 0.10 0.00 0.02 0.1 0.001

14.217 0.000 0.10 0.00 0.02 0.1 0.001

14.233 0.000 0.10 0.00 0.02 0.1 0.001

14.250 0.000 0.10 0.00 0.02 0.1 0.001

14.267 0.000 0.10 0.00 0.02 0.1 0.001

14.283 0.000 0.10 0.00 0.02 0.1 0.001

14.300 0.000 0.10 0.00 0.02 0.1 0.001

14.317 0.000 0.10 0.00 0.02 0.1 0.001

14.333 0.000 0.10 0.00 0.02 0.1 0.001

14.350 0.000 0.10 0.00 0.02 0.1 0.001

14.367 0.000 0.10 0.00 0.02 0.1 0.002

14.383 0.000 0.10 0.00 0.02 0.1 0.002

14.400 0.000 0.10 0.00 0.02 0.1 0.002

14.417 0.000 0.11 0.00 0.02 0.1 0.002

14.433 0.000 0.11 0.00 0.02 0.1 0.002

14.450 0.000 0.11 0.00 0.02 0.1 0.002

14.467 0.000 0.11 0.00 0.02 0.1 0.002

14.483 0.000 0.11 0.00 0.02 0.1 0.002

14.500 0.000 0.11 0.00 0.02 0.1 0.002

14.517 0.000 0.11 0.00 0.02 0.1 0.002

14.533 0.000 0.11 0.00 0.02 0.1 0.002

14.550 0.000 0.11 0.00 0.02 0.1 0.002

14.567 0.000 0.11 0.00 0.02 0.1 0.002

14.583 0.000 0.11 0.00 0.02 0.1 0.002

14.600 0.000 0.11 0.00 0.02 0.1 0.002

14.617 0.000 0.11 0.00 0.02 0.1 0.002

14.633 0.000 0.11 0.00 0.02 0.1 0.002

14.650 0.000 0.11 0.00 0.02 0.1 0.002

14.667 0.000 0.11 0.00 0.02 0.1 0.002

14.683 0.000 0.12 0.00 0.02 0.1 0.002

14.700 0.000 0.12 0.00 0.02 0.1 0.002

14.717 0.000 0.12 0.00 0.02 0.1 0.002

14.733 0.000 0.12 0.00 0.02 0.1 0.002

14.750 0.000 0.12 0.00 0.02 0.1 0.002

14.767 0.000 0.12 0.00 0.02 0.1 0.002

14.783 0.000 0.12 0.00 0.02 0.1 0.002

14.800 0.000 0.12 0.00 0.02 0.1 0.002

14.817 0.000 0.12 0.00 0.02 0.1 0.002

14.833 0.000 0.12 0.00 0.02 0.1 0.002

14.850 0.000 0.12 0.00 0.02 0.1 0.002

14.867 0.000 0.13 0.00 0.02 0.1 0.002

14.883 0.000 0.13 0.00 0.02 0.1 0.002

14.900 0.000 0.13 0.00 0.02 0.1 0.002

14.917 0.000 0.13 0.00 0.02 0.1 0.002

14.933 0.000 0.13 0.00 0.02 0.1 0.002

14.950 0.000 0.13 0.00 0.02 0.1 0.002

14.967 0.000 0.13 0.00 0.02 0.1 0.002

14.983 0.000 0.13 0.00 0.02 0.1 0.002

15.000 0.000 0.13 0.00 0.02 0.1 0.002

15.017 0.000 0.13 0.00 0.02 0.1 0.002

15.033 0.000 0.13 0.00 0.02 0.1 0.002

15.050 0.000 0.13 0.00 0.02 0.1 0.002

15.067 0.000 0.13 0.00 0.03 0.1 0.002

15.083 0.000 0.14 0.00 0.03 0.1 0.002

15.100 0.000 0.14 0.00 0.03 0.1 0.002

15.117 0.000 0.14 0.00 0.03 0.1 0.002

15.133 0.000 0.14 0.00 0.03 0.1 0.002

15.150 0.000 0.14 0.00 0.03 0.1 0.002

15.167 0.000 0.14 0.00 0.03 0.1 0.002

15.183 0.000 0.15 0.00 0.03 0.1 0.002

15.200 0.000 0.15 0.00 0.03 0.1 0.002

15.217 0.000 0.15 0.00 0.03 0.1 0.002

15.233 0.000 0.15 0.00 0.03 0.1 0.002

15.250 0.000 0.15 0.00 0.03 0.1 0.002

15.267 0.000 0.15 0.00 0.03 0.1 0.002

15.283 0.000 0.15 0.00 0.03 0.1 0.002

15.300 0.000 0.15 0.00 0.03 0.1 0.002

15.317 0.000 0.16 0.00 0.03 0.1 0.002

15.333 0.000 0.16 0.00 0.03 0.1 0.002

15.350 0.000 0.16 0.00 0.03 0.1 0.002

15.367 0.000 0.16 0.00 0.03 0.1 0.002

15.383 0.000 0.16 0.00 0.03 0.1 0.002

15.400 0.000 0.16 0.00 0.03 0.1 0.002

15.417 0.000 0.16 0.00 0.03 0.1 0.002

15.433 0.000 0.16 0.00 0.03 0.2 0.002

15.450 0.000 0.16 0.00 0.03 0.2 0.002

15.467 0.000 0.16 0.00 0.03 0.2 0.002

15.483 0.000 0.16 0.00 0.03 0.2 0.002

15.500 0.000 0.16 0.00 0.03 0.2 0.002

15.517 0.000 0.16 0.00 0.03 0.2 0.002

15.533 0.000 0.16 0.00 0.03 0.2 0.002

15.550 0.000 0.17 0.00 0.03 0.2 0.002

15.567 0.000 0.17 0.00 0.03 0.2 0.002

15.583 0.000 0.17 0.00 0.03 0.2 0.002

15.600 0.000 0.17 0.00 0.03 0.2 0.002

15.617 0.000 0.17 0.00 0.03 0.2 0.002

15.633 0.000 0.18 0.00 0.03 0.2 0.002

15.650 0.000 0.18 0.00 0.03 0.2 0.003

15.667 0.000 0.18 0.00 0.03 0.2 0.003

15.683 0.000 0.18 0.00 0.03 0.2 0.003

15.700 0.000 0.19 0.00 0.03 0.2 0.003

15.717 0.000 0.21 0.00 0.03 0.2 0.003

15.733 0.000 0.23 0.00 0.04 0.2 0.003

15.750 0.000 0.25 0.00 0.04 0.2 0.003

15.767 0.000 0.27 0.00 0.04 0.2 0.003

15.783 0.000 0.29 0.00 0.04 0.2 0.003

15.800 0.000 0.30 0.00 0.04 0.2 0.003

15.817 0.000 0.32 0.00 0.04 0.2 0.003

15.833 0.000 0.34 0.00 0.05 0.2 0.004

15.850 0.000 0.36 0.00 0.05 0.2 0.004

15.867 0.000 0.39 0.00 0.05 0.2 0.004

15.883 0.000 0.41 0.00 0.05 0.3 0.004

15.900 0.000 0.44 0.00 0.06 0.3 0.004

15.917 0.000 0.47 0.00 0.06 0.3 0.005

15.933 0.000 0.49 0.00 0.06 0.3 0.005

15.950 0.000 0.52 0.00 0.07 0.3 0.005

15.967 0.000 0.55 0.00 0.07 0.3 0.005

15.983 0.000 0.57 0.00 0.07 0.4 0.006

16.000 0.000 0.60 0.00 0.08 0.4 0.006

16.017 0.000 0.71 0.00 0.08 0.4 0.006

16.033 0.000 0.91 0.00 0.09 0.4 0.007

16.050 0.000 1.11 0.00 0.10 0.5 0.008

16.067 0.000 1.31 0.00 0.12 0.5 0.009

16.083 0.000 1.51 0.00 0.13 0.6 0.010

16.100 0.000 1.71 0.00 0.15 0.7 0.012

16.117 0.000 1.91 0.00 0.17 0.8 0.013

16.133 0.000 2.11 0.00 0.19 0.9 0.015

16.150 0.000 2.30 0.00 0.21 1.0 0.016

16.167 0.000 2.50 0.00 0.24 1.1 0.018

16.183 0.000 2.25 0.00 0.26 1.2 0.020

16.200 0.000 2.01 0.00 0.27 1.3 0.021

16.217 0.000 1.77 0.00 0.28 1.4 0.021

16.233 0.000 1.53 0.00 0.28 1.4 0.021

16.250 0.000 1.29 0.00 0.28 1.4 0.021

16.267 0.000 1.05 0.00 0.27 1.4 0.021

16.283 0.000 0.81 0.00 0.26 1.3 0.020

16.300 0.000 0.57 0.00 0.25 1.3 0.019

16.317 0.000 0.33 0.00 0.23 1.2 0.018

16.333 0.000 0.22 0.00 0.22 1.1 0.017

16.350 0.000 0.21 0.00 0.20 1.0 0.016

16.367 0.000 0.21 0.00 0.19 1.0 0.014

16.383 0.000 0.20 0.00 0.18 0.9 0.013

16.400 0.000 0.20 0.00 0.16 0.8 0.013

16.417 0.000 0.19 0.00 0.15 0.8 0.012

16.433 0.000 0.18 0.00 0.14 0.7 0.011

16.450 0.000 0.18 0.00 0.13 0.7 0.010

16.467 0.000 0.17 0.00 0.12 0.6 0.010

16.483 0.000 0.16 0.00 0.12 0.6 0.009

16.500 0.000 0.16 0.00 0.11 0.6 0.008

16.517 0.000 0.16 0.00 0.10 0.5 0.008

16.533 0.000 0.16 0.00 0.10 0.5 0.007

16.550 0.000 0.15 0.00 0.09 0.5 0.007

16.567 0.000 0.15 0.00 0.09 0.4 0.007

16.583 0.000 0.15 0.00 0.08 0.4 0.006

16.600 0.000 0.15 0.00 0.08 0.4 0.006

16.617 0.000 0.14 0.00 0.07 0.4 0.006

16.633 0.000 0.14 0.00 0.07 0.4 0.005

16.650 0.000 0.14 0.00 0.07 0.3 0.005

16.667 0.000 0.14 0.00 0.06 0.3 0.005

16.683 0.000 0.14 0.00 0.06 0.3 0.005

16.700 0.000 0.13 0.00 0.06 0.3 0.004

16.717 0.000 0.13 0.00 0.05 0.3 0.004

16.733 0.000 0.13 0.00 0.05 0.3 0.004

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46.033 0.000 0.00 0.00 0.00 0.0 0.000

46.049 0.000 0.00 0.00 0.00 0.0 0.000

46.066 0.000 0.00 0.00 0.00 0.0 0.000

46.083 0.000 0.00 0.00 0.00 0.0 0.000

46.099 0.000 0.00 0.00 0.00 0.0 0.000

46.116 0.000 0.00 0.00 0.00 0.0 0.000

46.133 0.000 0.00 0.00 0.00 0.0 0.000

46.149 0.000 0.00 0.00 0.00 0.0 0.000

46.166 0.000 0.00 0.00 0.00 0.0 0.000

46.183 0.000 0.00 0.00 0.00 0.0 0.000

46.199 0.000 0.00 0.00 0.00 0.0 0.000

46.216 0.000 0.00 0.00 0.00 0.0 0.000

46.233 0.000 0.00 0.00 0.00 0.0 0.000

46.249 0.000 0.00 0.00 0.00 0.0 0.000

46.266 0.000 0.00 0.00 0.00 0.0 0.000

46.283 0.000 0.00 0.00 0.00 0.0 0.000

46.299 0.000 0.00 0.00 0.00 0.0 0.000

46.316 0.000 0.00 0.00 0.00 0.0 0.000

46.333 0.000 0.00 0.00 0.00 0.0 0.000

46.349 0.000 0.00 0.00 0.00 0.0 0.000

46.366 0.000 0.00 0.00 0.00 0.0 0.000

46.383 0.000 0.00 0.00 0.00 0.0 0.000

46.399 0.000 0.00 0.00 0.00 0.0 0.000

46.416 0.000 0.00 0.00 0.00 0.0 0.000

46.433 0.000 0.00 0.00 0.00 0.0 0.000

46.449 0.000 0.00 0.00 0.00 0.0 0.000

46.466 0.000 0.00 0.00 0.00 0.0 0.000

46.483 0.000 0.00 0.00 0.00 0.0 0.000

46.499 0.000 0.00 0.00 0.00 0.0 0.000

46.516 0.000 0.00 0.00 0.00 0.0 0.000

46.533 0.000 0.00 0.00 0.00 0.0 0.000

46.549 0.000 0.00 0.00 0.00 0.0 0.000

46.566 0.000 0.00 0.00 0.00 0.0 0.000

46.583 0.000 0.00 0.00 0.00 0.0 0.000

46.599 0.000 0.00 0.00 0.00 0.0 0.000

46.616 0.000 0.00 0.00 0.00 0.0 0.000

46.633 0.000 0.00 0.00 0.00 0.0 0.000

46.649 0.000 0.00 0.00 0.00 0.0 0.000

46.666 0.000 0.00 0.00 0.00 0.0 0.000

46.683 0.000 0.00 0.00 0.00 0.0 0.000

46.699 0.000 0.00 0.00 0.00 0.0 0.000

46.716 0.000 0.00 0.00 0.00 0.0 0.000

46.733 0.000 0.00 0.00 0.00 0.0 0.000

46.749 0.000 0.00 0.00 0.00 0.0 0.000

46.766 0.000 0.00 0.00 0.00 0.0 0.000

46.783 0.000 0.00 0.00 0.00 0.0 0.000

46.799 0.000 0.00 0.00 0.00 0.0 0.000

46.816 0.000 0.00 0.00 0.00 0.0 0.000

46.833 0.000 0.00 0.00 0.00 0.0 0.000

46.849 0.000 0.00 0.00 0.00 0.0 0.000

46.866 0.000 0.00 0.00 0.00 0.0 0.000

46.883 0.000 0.00 0.00 0.00 0.0 0.000

46.899 0.000 0.00 0.00 0.00 0.0 0.000

46.916 0.000 0.00 0.00 0.00 0.0 0.000

46.933 0.000 0.00 0.00 0.00 0.0 0.000

46.949 0.000 0.00 0.00 0.00 0.0 0.000

46.966 0.000 0.00 0.00 0.00 0.0 0.000

46.983 0.000 0.00 0.00 0.00 0.0 0.000

46.999 0.000 0.00 0.00 0.00 0.0 0.000

47.016 0.000 0.00 0.00 0.00 0.0 0.000

47.033 0.000 0.00 0.00 0.00 0.0 0.000

47.049 0.000 0.00 0.00 0.00 0.0 0.000

47.066 0.000 0.00 0.00 0.00 0.0 0.000

47.083 0.000 0.00 0.00 0.00 0.0 0.000

47.099 0.000 0.00 0.00 0.00 0.0 0.000

47.116 0.000 0.00 0.00 0.00 0.0 0.000

47.133 0.000 0.00 0.00 0.00 0.0 0.000

47.149 0.000 0.00 0.00 0.00 0.0 0.000

47.166 0.000 0.00 0.00 0.00 0.0 0.000

47.183 0.000 0.00 0.00 0.00 0.0 0.000

47.199 0.000 0.00 0.00 0.00 0.0 0.000

47.216 0.000 0.00 0.00 0.00 0.0 0.000

47.233 0.000 0.00 0.00 0.00 0.0 0.000

47.249 0.000 0.00 0.00 0.00 0.0 0.000

47.266 0.000 0.00 0.00 0.00 0.0 0.000

47.283 0.000 0.00 0.00 0.00 0.0 0.000

47.299 0.000 0.00 0.00 0.00 0.0 0.000

47.316 0.000 0.00 0.00 0.00 0.0 0.000

47.333 0.000 0.00 0.00 0.00 0.0 0.000

47.349 0.000 0.00 0.00 0.00 0.0 0.000

47.366 0.000 0.00 0.00 0.00 0.0 0.000

47.383 0.000 0.00 0.00 0.00 0.0 0.000

47.399 0.000 0.00 0.00 0.00 0.0 0.000

47.416 0.000 0.00 0.00 0.00 0.0 0.000

47.433 0.000 0.00 0.00 0.00 0.0 0.000

47.449 0.000 0.00 0.00 0.00 0.0 0.000

47.466 0.000 0.00 0.00 0.00 0.0 0.000

47.483 0.000 0.00 0.00 0.00 0.0 0.000

47.499 0.000 0.00 0.00 0.00 0.0 0.000

47.516 0.000 0.00 0.00 0.00 0.0 0.000

47.533 0.000 0.00 0.00 0.00 0.0 0.000

47.549 0.000 0.00 0.00 0.00 0.0 0.000

47.566 0.000 0.00 0.00 0.00 0.0 0.000

47.583 0.000 0.00 0.00 0.00 0.0 0.000

47.599 0.000 0.00 0.00 0.00 0.0 0.000

47.616 0.000 0.00 0.00 0.00 0.0 0.000

47.633 0.000 0.00 0.00 0.00 0.0 0.000

47.649 0.000 0.00 0.00 0.00 0.0 0.000

47.666 0.000 0.00 0.00 0.00 0.0 0.000

47.683 0.000 0.00 0.00 0.00 0.0 0.000

47.699 0.000 0.00 0.00 0.00 0.0 0.000

47.716 0.000 0.00 0.00 0.00 0.0 0.000

47.733 0.000 0.00 0.00 0.00 0.0 0.000

47.749 0.000 0.00 0.00 0.00 0.0 0.000

47.766 0.000 0.00 0.00 0.00 0.0 0.000

47.783 0.000 0.00 0.00 0.00 0.0 0.000

47.799 0.000 0.00 0.00 0.00 0.0 0.000

47.816 0.000 0.00 0.00 0.00 0.0 0.000

47.833 0.000 0.00 0.00 0.00 0.0 0.000

47.849 0.000 0.00 0.00 0.00 0.0 0.000

47.866 0.000 0.00 0.00 0.00 0.0 0.000

47.883 0.000 0.00 0.00 0.00 0.0 0.000

47.899 0.000 0.00 0.00 0.00 0.0 0.000

47.916 0.000 0.00 0.00 0.00 0.0 0.000

47.933 0.000 0.00 0.00 0.00 0.0 0.000

47.949 0.000 0.00 0.00 0.00 0.0 0.000

47.966 0.000 0.00 0.00 0.00 0.0 0.000

47.983 0.000 0.00 0.00 0.00 0.0 0.000

47.999 0.000 0.00 0.00 0.00 0.0 0.000
---------------------------------------------------------------------------- PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 0.141 AF
BASIN STORAGE = 0.000 AF (WITH 0.000 AF INITIALLY FILLED) OUTFLOW VOLUME = 0.141 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 104.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE

STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW

VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:

UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):

PIPELENGTH(FT) = 114.00 MANNINGS FACTOR = 0.011
UPSTREAM ELEVATION(FT) = 614.00
DOWNSTREAM ELEVATION(FT) = 613.00
PIPE DIAMETER(FT) = 2.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:

TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)

0.017 0.00 0.00 0.00 0.000

0.033 0.00 0.00 0.00 0.000

0.050 0.00 0.00 0.00 0.000

0.067 0.00 0.00 0.00 0.000

0.083 0.00 0.50 0.00 0.000

0.100 0.00 0.50 0.00 0.000

0.117 0.00 0.50 0.00 0.000

0.133 0.00 0.50 0.00 0.000

0.150 0.00 0.50 0.00 0.000

0.167 0.00 0.50 0.00 0.000

0.183 0.01 0.50 0.00 0.000

0.200 0.01 0.50 0.00 0.000

0.217 0.01 0.50 0.00 0.000

0.233 0.01 0.50 0.01 0.000

0.250 0.01 0.50 0.01 0.000

0.267 0.01 0.50 0.01 0.000

0.283 0.01 0.50 0.01 0.000

0.300 0.01 0.50 0.01 0.000

0.317 0.01 0.50 0.01 0.000

0.333 0.01 0.50 0.01 0.000

0.350 0.02 0.50 0.01 0.000

0.367 0.02 0.50 0.01 0.000

0.383 0.02 0.50 0.01 0.000

0.400 0.02 0.50 0.01 0.000

0.417 0.02 0.50 0.02 0.000

0.433 0.02 0.50 0.02 0.000

0.450 0.02 0.50 0.02 0.000

0.467 0.02 0.50 0.02 0.000

0.483 0.02 0.50 0.02 0.000

0.500 0.02 0.50 0.02 0.000

0.517 0.02 0.50 0.02 0.000

0.533 0.02 0.50 0.02 0.000

0.550 0.02 0.50 0.02 0.000

0.567 0.02 0.50 0.02 0.000

0.583 0.02 0.50 0.02 0.000

0.600 0.02 0.50 0.02 0.000

0.617 0.02 0.50 0.02 0.000

0.633 0.02 0.50 0.02 0.000

0.650 0.02 0.50 0.02 0.000

0.667 0.02 0.50 0.02 0.000

0.683 0.02 0.50 0.02 0.000

0.700 0.02 0.50 0.02 0.000

0.717 0.02 0.50 0.02 0.000

0.733 0.02 0.50 0.02 0.000

0.750 0.02 0.50 0.02 0.000

0.767 0.02 0.50 0.02 0.000

0.783 0.02 0.50 0.02 0.000

0.800 0.02 0.50 0.02 0.000

0.817 0.02 0.50 0.02 0.000

0.833 0.02 0.50 0.02 0.000

0.850 0.02 0.50 0.02 0.000

0.867 0.02 0.50 0.02 0.000

0.883 0.02 0.50 0.02 0.000

0.900 0.02 0.50 0.02 0.000

0.917 0.02 0.50 0.02 0.000

0.933 0.02 0.50 0.02 0.000

0.950 0.02 0.50 0.02 0.000

0.967 0.02 0.50 0.02 0.000

0.983 0.02 0.50 0.02 0.000

1.000 0.02 0.50 0.02 0.000

1.017 0.02 0.50 0.02 0.000

1.033 0.02 0.50 0.02 0.000

1.050 0.02 0.50 0.02 0.000

1.067 0.02 0.50 0.02 0.000

1.083 0.02 0.50 0.02 0.000

1.100 0.02 0.50 0.02 0.000

1.117 0.02 0.50 0.02 0.000

1.133 0.02 0.50 0.02 0.000

1.150 0.02 0.50 0.02 0.000

1.167 0.02 0.50 0.02 0.000

1.183 0.02 0.50 0.02 0.000

1.200 0.02 0.50 0.02 0.000

1.217 0.02 0.50 0.02 0.000

1.233 0.02 0.50 0.02 0.000

1.250 0.02 0.50 0.02 0.000

1.267 0.02 0.50 0.02 0.000

1.283 0.02 0.50 0.02 0.000

1.300 0.02 0.50 0.02 0.000

1.317 0.02 0.50 0.02 0.000

1.333 0.02 0.50 0.02 0.000

1.350 0.02 0.50 0.02 0.000

1.367 0.02 0.50 0.02 0.000

1.383 0.02 0.50 0.02 0.000

1.400 0.02 0.50 0.02 0.000

1.417 0.02 0.50 0.02 0.000

1.433 0.02 0.50 0.02 0.000

1.450 0.02 0.50 0.02 0.000

1.467 0.02 0.50 0.02 0.000

1.483 0.02 0.50 0.02 0.000

1.500 0.02 0.50 0.02 0.000

1.517 0.02 0.50 0.02 0.000

1.533 0.02 0.50 0.02 0.000

1.550 0.02 0.50 0.02 0.000

1.567 0.02 0.50 0.02 0.000

1.583 0.02 0.50 0.02 0.000

1.600 0.02 0.50 0.02 0.000

1.617 0.02 0.50 0.02 0.000

1.633 0.02 0.50 0.02 0.000

1.650 0.02 0.50 0.02 0.000

1.667 0.02 0.50 0.02 0.000

1.683 0.02 0.50 0.02 0.000

1.700 0.02 0.50 0.02 0.000

1.717 0.02 0.50 0.02 0.000

1.733 0.02 0.50 0.02 0.000

1.750 0.02 0.50 0.02 0.000

1.767 0.02 0.50 0.02 0.000

1.783 0.02 0.50 0.02 0.000

1.800 0.02 0.50 0.02 0.000

1.817 0.02 0.50 0.02 0.000

1.833 0.02 0.50 0.02 0.000

1.850 0.02 0.50 0.02 0.000

1.867 0.02 0.50 0.02 0.000

1.883 0.02 0.50 0.02 0.000

1.900 0.02 0.50 0.02 0.000

1.917 0.02 0.50 0.02 0.000

1.933 0.02 0.50 0.02 0.000

1.950 0.02 0.50 0.02 0.000

1.967 0.02 0.50 0.02 0.000

1.983 0.02 0.50 0.02 0.000

2.000 0.02 0.50 0.02 0.000

2.017 0.02 0.50 0.02 0.000

2.033 0.02 0.50 0.02 0.000

2.050 0.02 0.50 0.02 0.000

2.067 0.02 0.50 0.02 0.000

2.083 0.02 0.50 0.02 0.000

2.100 0.02 0.50 0.02 0.000

2.117 0.02 0.50 0.02 0.000

2.133 0.02 0.50 0.02 0.000

2.150 0.02 0.50 0.02 0.000

2.167 0.02 0.50 0.02 0.000

2.183 0.02 0.50 0.02 0.000

2.200 0.02 0.50 0.02 0.000

2.217 0.02 0.50 0.02 0.000

2.233 0.02 0.50 0.02 0.000

2.250 0.02 0.50 0.02 0.000

2.267 0.02 0.50 0.02 0.000

2.283 0.02 0.50 0.02 0.000

2.300 0.02 0.50 0.02 0.000

2.317 0.02 0.50 0.02 0.000

2.333 0.02 0.50 0.02 0.000

2.350 0.02 0.50 0.02 0.000

2.367 0.02 0.50 0.02 0.000

2.383 0.02 0.50 0.02 0.000

2.400 0.02 0.50 0.02 0.000

2.417 0.02 0.50 0.02 0.000

2.433 0.02 0.50 0.02 0.000

2.450 0.02 0.50 0.02 0.000

2.467 0.02 0.50 0.02 0.000

2.483 0.02 0.50 0.02 0.000

2.500 0.02 0.50 0.02 0.000

2.517 0.02 0.50 0.02 0.000

2.533 0.02 0.50 0.02 0.000

2.550 0.02 0.50 0.02 0.000

2.567 0.02 0.50 0.02 0.000

2.583 0.02 0.50 0.02 0.000

2.600 0.02 0.50 0.02 0.000

2.617 0.02 0.50 0.02 0.000

2.633 0.02 0.50 0.02 0.000

2.650 0.02 0.50 0.02 0.000

2.667 0.02 0.50 0.02 0.000

2.683 0.02 0.50 0.02 0.000

2.700 0.02 0.50 0.02 0.000

2.717 0.02 0.50 0.02 0.000

2.733 0.02 0.50 0.02 0.000

2.750 0.02 0.50 0.02 0.000

2.767 0.02 0.50 0.02 0.000

2.783 0.02 0.50 0.02 0.000

2.800 0.02 0.50 0.02 0.000

2.817 0.02 0.50 0.02 0.000

2.833 0.02 0.50 0.02 0.000

2.850 0.02 0.50 0.02 0.000

2.867 0.02 0.50 0.02 0.000

2.883 0.02 0.50 0.02 0.000

2.900 0.02 0.50 0.02 0.000

2.917 0.02 0.50 0.02 0.000

2.933 0.02 0.50 0.02 0.000

2.950 0.02 0.50 0.02 0.000

2.967 0.03 0.50 0.02 0.000

2.983 0.03 0.50 0.02 0.000

3.000 0.03 0.50 0.02 0.000

3.017 0.03 0.50 0.02 0.000

3.033 0.03 0.50 0.03 0.000

3.050 0.03 0.50 0.03 0.000

3.067 0.03 0.50 0.03 0.000

3.083 0.03 0.50 0.03 0.000

3.100 0.03 0.50 0.03 0.000

3.117 0.03 0.50 0.03 0.000

3.133 0.03 0.50 0.03 0.000

3.150 0.03 0.50 0.03 0.000

3.167 0.03 0.50 0.03 0.000

3.183 0.03 0.50 0.03 0.000

3.200 0.03 0.50 0.03 0.000

3.217 0.03 0.50 0.03 0.000

3.233 0.03 0.50 0.03 0.000

3.250 0.03 0.50 0.03 0.000

3.267 0.03 0.50 0.03 0.000

3.283 0.03 0.50 0.03 0.000

3.300 0.03 0.50 0.03 0.000

3.317 0.03 0.50 0.03 0.000

3.333 0.03 0.50 0.03 0.000

3.350 0.03 0.50 0.03 0.000

3.367 0.03 0.50 0.03 0.000

3.383 0.03 0.50 0.03 0.000

3.400 0.03 0.50 0.03 0.000

3.417 0.03 0.50 0.03 0.000

3.433 0.03 0.50 0.03 0.000

3.450 0.03 0.50 0.03 0.000

3.467 0.03 0.50 0.03 0.000

3.483 0.03 0.50 0.03 0.000

3.500 0.03 0.50 0.03 0.000

3.517 0.03 0.50 0.03 0.000

3.533 0.03 0.50 0.03 0.000

3.550 0.03 0.50 0.03 0.000

3.567 0.03 0.50 0.03 0.000

3.583 0.03 0.50 0.03 0.000

3.600 0.03 0.50 0.03 0.000

3.617 0.03 0.50 0.03 0.000

3.633 0.03 0.50 0.03 0.000

3.650 0.03 0.50 0.03 0.000

3.667 0.03 0.50 0.03 0.000

3.683 0.03 0.50 0.03 0.000

3.700 0.03 0.50 0.03 0.000

3.717 0.03 0.50 0.03 0.000

3.733 0.03 0.50 0.03 0.000

3.750 0.03 0.50 0.03 0.000

3.767 0.03 0.50 0.03 0.000

3.783 0.03 0.50 0.03 0.000

3.800 0.03 0.50 0.03 0.000

3.817 0.03 0.50 0.03 0.000

3.833 0.03 0.50 0.03 0.000

3.850 0.03 0.50 0.03 0.000

3.867 0.03 0.50 0.03 0.000

3.883 0.03 0.50 0.03 0.000

3.900 0.03 0.50 0.03 0.000

3.917 0.03 0.50 0.03 0.000

3.933 0.03 0.50 0.03 0.000

3.950 0.03 0.50 0.03 0.000

3.967 0.03 0.50 0.03 0.000

3.983 0.03 0.50 0.03 0.000

4.000 0.03 0.50 0.03 0.000

4.017 0.03 0.50 0.03 0.000

4.033 0.03 0.50 0.03 0.000

4.050 0.03 0.50 0.03 0.000

4.067 0.03 0.50 0.03 0.000

4.083 0.03 0.50 0.03 0.000

4.100 0.03 0.50 0.03 0.000

4.117 0.03 0.50 0.03 0.000

4.133 0.03 0.50 0.03 0.000

4.150 0.03 0.50 0.03 0.000

4.167 0.03 0.50 0.03 0.000

4.183 0.03 0.50 0.03 0.000

4.200 0.03 0.50 0.03 0.000

4.217 0.03 0.50 0.03 0.000

4.233 0.03 0.50 0.03 0.000

4.250 0.03 0.50 0.03 0.000

4.267 0.03 0.50 0.03 0.000

4.283 0.03 0.50 0.03 0.000

4.300 0.03 0.50 0.03 0.000

4.317 0.03 0.50 0.03 0.000

4.333 0.03 0.50 0.03 0.000

4.350 0.03 0.50 0.03 0.000

4.367 0.03 0.50 0.03 0.000

4.383 0.03 0.50 0.03 0.000

4.400 0.03 0.50 0.03 0.000

4.417 0.03 0.50 0.03 0.000

4.433 0.03 0.50 0.03 0.000

4.450 0.03 0.50 0.03 0.000

4.467 0.03 0.50 0.03 0.000

4.483 0.03 0.50 0.03 0.000

4.500 0.03 0.50 0.03 0.000

4.517 0.03 0.50 0.03 0.000

4.533 0.03 0.50 0.03 0.000

4.550 0.03 0.50 0.03 0.000

4.567 0.03 0.50 0.03 0.000

4.583 0.03 0.50 0.03 0.000

4.600 0.03 0.50 0.03 0.000

4.617 0.03 0.50 0.03 0.000

4.633 0.03 0.50 0.03 0.000

4.650 0.03 0.50 0.03 0.000

4.667 0.03 0.50 0.03 0.000

4.683 0.03 0.50 0.03 0.000

4.700 0.03 0.50 0.03 0.000

4.717 0.03 0.50 0.03 0.000

4.733 0.03 0.50 0.03 0.000

4.750 0.03 0.50 0.03 0.000

4.767 0.03 0.50 0.03 0.000

4.783 0.03 0.50 0.03 0.000

4.800 0.03 0.50 0.03 0.000

4.817 0.03 0.50 0.03 0.000

4.833 0.03 0.50 0.03 0.000

4.850 0.03 0.50 0.03 0.000

4.867 0.03 0.50 0.03 0.000

4.883 0.03 0.50 0.03 0.000

4.900 0.03 0.50 0.03 0.000

4.917 0.03 0.50 0.03 0.000

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35.333 0.00 0.00 0.00 0.000

35.350 0.00 0.00 0.00 0.000

35.367 0.00 0.00 0.00 0.000

Lake Forest City CouncilOctober 15, 2024

Lake Forest City Council
October 15, 2024