Cities Index.
Agenda packet, first session

Chino City Council
September 20, 2022

Document
Agenda packet, first session
Meeting
September 20, 2022
Body
Chino City Council
Pages
3
Original file
168.0 MB
Text extracted from the city's file for reading and search. Open the original on chino.legistar.com. That file is the official record.

11.13.a
Sewer Master Plan Update Packet Pg. 395
Letter of Transmittal
ADSLLC
May 12, 2021
ELIZABETH CALIVA, P.E.

DUDEK
605 Third Street
Encinitas, CA 92024
T 760.479.4114
C 760.846.6184
SUBJECT: Sewer Flow Monitoring for Sewer Master Plan Update 2021, Chino CA ADS is pleased to submit the report for the Sewer Flow Monitoring for Sewer Master Plan Update 2021, Chino CA conducted on behalf of DUDEK. The metering was contracted for six (6) weeks at thirty (30) flow locations and two (2) rain gauge locations.

The study period is February 05, 2021 - March 18, 2021 for all of the flow sites with the exception of Chino_FM02, which has an alternate study period of February 19, 2021 - April 1, 2021. Rain gauge data has been provided from February 05, 2021 - April 1, 2021.

The report contains 5-minute averaged depth, velocity, and quantity hydrographs as well as daily long tables for the metering period in pdf format. An Excel file containing depth, quantity, and velocity entities for each monitoring location in 5-minute format is also provided.

In addition, we would be happy to further explain any details about the report that may seem unclear. Should you have any questions or comments, you may contact the Project Manager, Paul Mitchell at (714) 379-9778 ext 223.

It has been our pleasure to serve you in the performance of this project. Thank you for choosing ADS products and services to meet your flow monitoring needs.

Sincerely,

ADS ENVIRONMENTAL SERVICES
Brie Mazalek, AScT
Assistant Project Engineer
Page B-5

11.13.a
Sewer Master Plan Update Packet Pg. 396
Scope and Methodology
Introduction
DUDEK entered into an agreement with ADS Environmental Services to conduct flow monitoring at thirty (30) flow locations and two (2) rain gauge locations in the Chino, CA Collection System. The study was contracted for a six (6) week period. The primary objective of the monitoring was to measure depth, velocity and to quantify flow. In addition, the purpose is for DUDEK to update the flow model for the City Master Plan.

Project Scope
The scope of this study involved using flow monitors to quantify wastewater flows at the designated locations.

Specifically, the study included the following key components. • Investigate the proposed flow-monitoring sites for adequate hydraulic conditions. • Flow monitor and rain gauge installations.
• Flow monitor confirmations and data collections.
• Flow data analysis.

Equipment installation was completed during the period February 1, 2021 to February 18, 2021. The study period began on February 05, 2021 and was completed on March 18, 2021 for all the sites with exception of Chino_FM02, which had alternate study from February 19, 2021 - April 1, 2021. Rain gauge data has been provided from February 05, 2021 - April 1, 2021.

Flow Monitoring Equipment
The ADS FlowShark Triton monitor was selected for this project. This flow monitor is an area velocity flow monitor that uses both the Continuity and Manning's equations to measure flow.

The ADS FlowShark Triton monitor consists of data acquisition sensors and a battery-powered microcomputer. The microcomputer includes a processor unit, data storage, and an on-board clock to control and synchronize the sensor recordings. The monitor was programmed to acquire and store depth of flow and velocity readings at 5-minute intervals.

The FS Triton monitor features cross-checking using multiple technologies in each sensor for continuous running of comparisons and tolerances. The FS Triton monitor can support two (2) sets of sensors. The sensor option used for this project was:

The Peak Combo Sensor installed at the bottom of the pipe includes three types of data acquisition technologies.

The up looking ultrasonic depth uses sound waves from two independent transceivers to measure the distance from the sensor upward toward the flow surface; applying the speed of sound in the water and the temperature measured by sensor to calculate depth.

The pressure depth is calculated by using a piezo-resistive crystal to determine the difference between hydrostatic and atmospheric pressure. The pressure sensor is temperature compensated and vented to the atmosphere through a Page B-6

11.13.a
Sewer Master Plan Update Packet Pg. 397
desiccant filled breather tube.

To obtain peak velocity, the sensor sends an ultrasonic signal at an angle upward through the widest cross-section of the oncoming flow. The signal is reflected by suspended particles, air bubbles, or organic matter with a frequency shift proportional to the velocity of the reflecting objects. The reflected signal is received by the sensor and processed using digital spectrum analysis to determine the peak flow velocity.

Installation
Installation of flow monitoring equipment typically proceeds in four steps. First, the site is investigated for safety and to determine physical and hydraulic suitability for the flow monitoring equipment. Second, the equipment is physically installed at the selected location. Third, the monitor is tested to assure proper operation of the velocity and depth of flow sensors and verify that the monitor clock is operational and synchronized to the master computer clock. Fourth, the depth and velocity sensors are confirmed and line confirmations are performed.

In pipes up to 42 inches in diameter, the sensors were mounted on expandable stainless steel rings, inserted at least a foot upstream into influent pipes and tightened against the inside walls of the pipes. Influent pipe installations reduce the influences of turbulence and backwater often caused by changes in channel geometry in manholes.

Page B-7

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Sewer Master Plan Update Packet Pg. 398
Data Collection, Confirmation, and Quality Assurance
Data collects were done remotely via wireless connect on a weekly basis via ADS Representatives. During the monitoring period, field crews visited each monitoring location to verify proper monitor operation and to document field conditions.

The following quality assurance steps were taken to assure the integrity of the collected data:

Measure power supplies: monitors were powered by dry cell battery packs. Voltages were recorded and battery packs replaced, as necessary. Separate batteries provided back-up power to memory allowing primary batteries to be replaced without loss of data.

Clock synchronization: Field crews synchronized monitor clocks to master clocks.

Confirm depth and velocity readings: Field crews descended into meter manholes to manually measure depths and velocities and compare them meter readings to confirm that they agreed. They also measured silt levels, if any, in the inverts of the pipes. Silt areas were subtracted from flow areas to compute true areas of flow.

Confirm average velocities through cross-sectional velocity profiles: Since ADS velocity sensors measure peak velocity, field crews collected cross-sectional velocity profiles in order to develop a relationship between peak and average velocity in lines that meet the hydraulic criteria.

Upload and Review Data: Data collected from the monitors were uploaded and reviewed by a Data Analyst for completeness, outliers and deviations in the flow patterns, which indicate system anomalies or equipment failure.

Flow Quantification Methods
There are two main equations used to measure open channel flow: the Continuity Equation and the Manning Equation. The Continuity Equation, which is considered the most accurate, can be used if both depth of flow and velocity are available. In cases where velocity measurements are not available or not practical to obtain, the Manning Equation can be used to estimate velocity from the depth data based on certain physical characteristics of the pipe (i.e. the slope and roughness of the pipe being measured). However, the Manning equation assumes uniform, steady flow hydraulic conditions with non-varying roughness, which are typically invalid assumptions in most sanitary sewers. The Continuity Equation was used exclusively for this study.

Continuity Equation
The Continuity Equation states that the flow quantity (Q) is equal to the wetted area (A) multiplied by the average velocity (V) of the flow.

Q = A * V
This equation is applicable in a variety of conditions including backwater, surcharge, and reverse flow.

Data Analysis and Presentation
Data Analysis
A flow monitor is typically programmed to collect data at 5-minute intervals throughout the monitoring period. The monitor stores raw data consisting of (1) the ultrasonic depth, (2) the peak velocity and (3) the pressure depth. The data is imported into ADS's proprietary software and is examined by a data analyst to verify its integrity. The data analyst also reviews the daily field reports and site visit records to identify conditions that would affect the collected data.

Velocity profiles and the line confirmation data developed by the field personnel are reviewed by the data analyst to Page B-8

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Sewer Master Plan Update Packet Pg. 399
identify inconsistencies and verify data integrity. Velocity profiles are reviewed and an average to peak velocity ratio is calculated for the site. This ratio is used in converting the peak velocity measured by the sensor to the average velocity used in the Continuity equation. The data analyst selects which depth sensor entity will be used to calculate the final depth information. Silt levels present at each site visit are reviewed and representative silt levels established.

Occasionally the velocity sensor's performance may be compromised resulting in invalid readings sporadically during the monitoring period. This is generally caused by excessive debris (silt) blocking the sensor's crystals, shallow flows (~< 1") that may drop below the top of the sensor or very clear flows lacking the particles needed to measure rate. In order to use the Continuity equation to quantify the flow during these periods, a Data Analyst and/or Engineer will use the site's historical pipe curve (depth vs. velocity) data along with valid field confirmations to reconstitute and replace the false velocity recordings with expected velocity readings for a given historical depth along the curve.

Selections for the above parameters can be constant or can change during the monitoring period. While the data analysis process is described in a linear manner, it often requires an iterative approach to accurately complete.

Data Presentation
This type of flow monitoring project generates a large volume of data. To facilitate review of the data, results have been provided in graphical and tabular formats. The flow data is presented graphically in the form of scattergraphs and hydrographs. Hydrographs are based on 5-minute averaging. Tables are provided in daily average format. These tables show the flow rate for each day, along with the daily minimum and maximums, the times they were observed, the total daily flow, and total flow for the month (or monitoring period). The following explanation of terms may aid in interpretation of the tables and hydrographs.

DEPTH - Final calculated depth measurement (in inches)
QUANTITY - Final calculated flow rate (in MGD)
VELOCITY - Final calculated flow velocity (in feet per second) REPORT TOTAL - Total volume of flow recorded for the indicated time period (in MG) Page B-9

11.13.a
Sewer Master Plan Update Packet Pg. 400
Sewer Flow Monitoring for Sewer Master
Plan Update 2021, Chino CA
Schematic
Page B-10
FM 29 FM 30
MH 51
W-07 FM 26 FM 27
MH 64
U-07
MH 57
U-07 Preferred outlet
MH 45
R-06 Preferred outlet FM 19
MH 38
R-06 FM 18 Preferred outlet FM 17
IEUA
MH 34
R-05
IEUA
MH 66
W-07 FM 16 FM 24
MH 45
U-05 FM 22 Preferred outlet
MH 77
U-06 FM 23 FM 28 Inlcudes LS
Preferred outlet
MH 36
N-07 FM 8 FM 25
MH 65
U-07 FM 21
IEUA
MH 3
S-04
MH 38
R-10FM 20 Preferred outlet MH 50
R-09 Preferred outlet
MH 28
N-07 FM 9 Preferred outlet
MH 2
Q-10 Preferred outlet
MH 69
Q-10Preferred outlet
MH 19
O-07 Preferred outlet
MH 5
Q-09
MH 74
Q-09 FM 13 FM 15 FM 12
IEUA
MH 15
O-05
MH 6
O-06
IEUA
MH 34
N-07
MH 54
O-11 FM 14 Preferred outlet
MH 14
N-11 FM 11 FM 10 FM 7
IEUA
MH 16
N-05
MH 47
N-07
IEUA
MH 47
N-07 FM 5
IEUA
MH 1
K-07 FM 6
MH 13
I-11 Preferred outlet LS FM 1 FM 4
IEUA
MH 7
H-10 FM 2
IEUA
WWTP
MH 17
H-13 FM 3 FM XX Legend
MH XX
X-XX
MH X
X-XX XX Flow meter
Diversion
Manhole
Regular
Manhole
System
Outlet
Sewershed MH 4
O-07
MH 16
P-04 Preferred outlet
MH 22
O-07
GIS calls this MH 51
and Atlas Map calls
this MH 53 Preserve
LS
IEUA
Outlet
IEUA
MH

11.13.a
Sewer Master Plan Update Packet Pg. 401
Site Commentary
Site Information
Chino_FM01
Pipe Dimensions 24.13 "
Silt Level 0.00"
Overview
Site Chino_FM01 functioned under low flow conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Flow in this is line is low in depth with very slow moving velocity. Review of the scattergraph shows that flows were near stagnant at times.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions approached the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.88 0.68 0.019
Minimum 0.43 0.19 0.002
Maximum 2.16 2.95 0.245
Time of Minimum 2/18/2021 6:50 PM 2/24/2021 4:35 AM 2/16/2021 5:00 AM Time of Maximum 3/15/2021 6:00 AM 3/11/2021 10:40 AM 3/11/2021 10:40 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-11

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Sewer Master Plan Update Packet Pg. 402
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM01

24.13 Low straight through flow
Not investigated

0.25"

0.37 12'
Precast/Good
VCP/Good

1.00 2/1/21@08:30am
Standard Traffic Control with No Safety Concerns
Mountain Ave & El Prado Rd
(located 100' on Mountain Ave)
Not Investigated

24.13 2/1/21
Sensor
Location
12'

24.13 x 24.13
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
G-10-2
Page B-12

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Sewer Master Plan Update Packet Pg. 403
Page B-13

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Sewer Master Plan Update Packet Pg. 404
Page B-14

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Sewer Master Plan Update Packet Pg. 405
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 23:20 0.62 10:30 1.69 0.93 00:00 0.22 10:35 2.06 0.32 23:20 0.003 10:35 0.113 0.009 0.009 02/06/2021 06:30 0.59 19:50 1.06 0.66 00:00 0.22 00:00 0.22 0.22 06:30 0.003 19:50 0.007 0.004 0.004 02/07/2021 01:00 0.62 16:55 0.74 0.69 00:00 0.22 00:00 0.22 0.22 01:00 0.003 16:55 0.004 0.004 0.004 02/08/2021 21:40 0.63 08:45 1.61 0.86 00:00 0.22 11:30 2.26 0.87 00:40 0.004 08:40 0.131 0.025 0.025 02/09/2021 04:15 0.58 15:15 1.42 0.77 14:25 0.22 12:10 2.27 0.62 04:20 0.003 09:10 0.082 0.014 0.014 02/10/2021 02:30 0.54 12:00 1.21 0.78 00:00 0.22 15:05 2.23 0.96 02:30 0.003 07:05 0.083 0.023 0.023 02/11/2021 04:50 0.55 14:55 1.16 0.76 23:45 0.24 12:30 2.18 0.96 04:50 0.003 09:35 0.078 0.021 0.021 02/12/2021 05:30 0.49 14:40 1.39 0.77 06:45 0.22 09:25 2.00 0.35 05:30 0.002 09:25 0.079 0.007 0.007 02/13/2021 23:00 0.54 11:40 0.94 0.68 00:00 0.22 00:00 0.22 0.22 23:00 0.003 11:40 0.006 0.004 0.004 02/14/2021 00:15 0.54 23:00 0.68 0.63 00:00 0.22 00:00 0.22 0.22 00:15 0.003 23:00 0.004 0.003 0.003 02/15/2021 23:15 0.50 08:55 1.42 0.75 00:00 0.22 15:25 2.22 0.66 23:35 0.003 15:25 0.083 0.014 0.014 02/16/2021 05:05 0.46 09:40 1.65 0.77 05:15 0.20 07:10 1.83 0.50 05:00 0.002 09:40 0.065 0.012 0.012 02/17/2021 06:00 0.55 10:50 1.38 0.74 00:00 0.22 14:25 2.18 0.58 06:00 0.003 10:50 0.102 0.012 0.012 02/18/2021 18:50 0.43 12:40 1.54 0.76 00:00 0.22 15:10 2.23 0.80 04:55 0.003 12:45 0.109 0.016 0.016 02/19/2021 18:30 0.52 07:10 1.31 0.76 23:35 0.30 07:00 2.37 1.16 18:45 0.004 07:05 0.103 0.026 0.026 02/20/2021 08:25 0.60 09:05 1.13 0.74 23:55 0.25 06:30 1.82 0.35 08:25 0.004 06:30 0.060 0.007 0.007 02/21/2021 08:25 0.66 16:55 1.11 0.83 23:35 0.21 18:00 0.33 0.25 08:25 0.004 17:45 0.011 0.006 0.006 02/22/2021 23:25 0.86 08:10 1.63 1.11 04:55 0.20 13:45 2.11 0.95 23:35 0.006 08:15 0.105 0.034 0.034 02/23/2021 06:05 0.72 11:25 1.59 1.01 01:15 0.25 11:20 2.26 1.07 06:20 0.005 11:20 0.125 0.036 0.036 02/24/2021 01:50 0.77 12:35 1.75 1.04 04:35 0.19 12:35 2.48 1.00 05:30 0.004 12:35 0.166 0.038 0.038 02/25/2021 21:00 0.66 05:55 1.78 1.03 05:25 0.24 05:55 2.25 1.02 04:40 0.005 05:55 0.154 0.038 0.038 02/26/2021 01:30 0.71 15:10 1.48 1.00 05:35 0.26 12:35 2.12 0.88 06:55 0.005 09:00 0.108 0.030 0.030 02/27/2021 23:50 0.61 07:40 0.93 0.83 17:35 0.25 09:10 1.25 0.43 23:40 0.004 09:10 0.030 0.010 0.010 02/28/2021 10:45 0.52 08:40 1.23 0.59 10:55 0.23 08:40 1.76 0.44 10:55 0.003 08:40 0.070 0.006 0.006 03/01/2021 02:25 0.58 13:35 1.33 0.78 21:30 0.23 10:30 2.12 0.88 03:10 0.004 13:35 0.090 0.021 0.021 03/02/2021 07:35 0.54 14:50 1.52 0.86 04:00 0.20 08:55 2.16 0.95 06:10 0.003 14:45 0.110 0.027 0.027 03/03/2021 04:50 0.55 15:30 1.58 0.92 05:45 0.22 15:25 2.18 0.87 05:50 0.003 15:30 0.121 0.028 0.028 0.23 03/04/2021 21:30 0.54 11:45 1.62 0.92 01:10 0.22 14:50 1.96 0.67 21:25 0.004 14:50 0.105 0.018 0.018 03/05/2021 01:10 0.54 14:20 1.60 0.90 04:45 0.27 14:15 2.33 1.06 01:45 0.003 14:15 0.128 0.033 0.033 03/06/2021 16:55 0.44 04:50 1.27 0.59 17:15 0.25 04:50 1.93 0.42 16:55 0.003 04:50 0.080 0.006 0.006 03/07/2021 02:00 0.52 22:50 0.72 0.60 01:45 0.26 00:40 0.48 0.31 01:45 0.003 10:10 0.007 0.004 0.004 03/08/2021 22:45 0.46 08:40 1.33 0.71 20:15 0.22 08:35 2.11 0.83 22:45 0.002 08:35 0.091 0.017 0.017 03/09/2021 00:10 0.45 06:15 1.56 0.77 00:00 0.22 06:10 2.01 0.66 00:10 0.002 06:15 0.112 0.017 0.017 0.02 03/10/2021 22:55 0.53 07:20 1.45 0.89 00:55 0.22 07:20 2.44 1.15 02:00 0.003 07:20 0.123 0.030 0.030 0.86 03/11/2021 03:35 0.53 10:40 2.03 0.78 19:20 0.34 10:40 2.95 1.13 21:35 0.005 10:40 0.245 0.026 0.026 0.09 03/12/2021 04:25 0.47 12:05 1.37 0.83 03:40 0.27 08:30 2.16 1.13 04:25 0.003 12:00 0.099 0.028 0.028 0.12 03/13/2021 01:30 0.80 20:15 1.55 1.15 23:20 0.20 10:15 1.09 0.46 07:30 0.005 15:05 0.046 0.016 0.016 03/14/2021 09:30 0.96 05:00 1.63 1.21 08:25 0.20 10:50 1.90 0.30 09:35 0.006 10:50 0.097 0.012 0.012 03/15/2021 23:15 1.14 06:00 2.16 1.51 03:00 0.21 09:00 2.04 1.00 00:50 0.009 09:00 0.175 0.059 0.059 0.14 03/16/2021 06:20 1.04 17:15 1.68 1.33 17:40 0.22 10:55 2.04 0.78 05:15 0.009 07:20 0.115 0.036 0.036 03/17/2021 23:50 1.16 09:00 1.76 1.48 05:50 0.22 08:50 1.02 0.28 23:50 0.008 08:50 0.065 0.014 0.014 03/18/2021 11:25 0.70 08:40 1.80 1.15 22:35 0.21 14:55 2.18 0.62 11:25 0.004 12:00 0.118 0.023 0.023 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM01, Pipe Height: 24.13 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-15

11.13.a
Sewer Master Plan Update Packet Pg. 406
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

0.88 0.68

0.815

0.019

1.46 Page B-16

11.13.a
Sewer Master Plan Update Packet Pg. 407
Site Commentary
Site Information
Chino_FM02
Pipe Dimensions 10.13 "
Silt Level 0.00"
Overview
Site Chino_FM02 functioned under normal conditions during the period Friday, February 19, 2021 to Thursday, April 1, 2021. Identification of the final location to be monitored resulted in a delay in equipment installation. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow, depth and velocity measurements recorded by the flow monitor are considered less accurate than typical at this location due to a hydraulic jump. This condition occurs when flow transitions from supercritical to subcritical flow.

This resulted in instability in velocity and depth associated with jump-related waves in the flow causing a positive bias to the flow values.

This line is located upstream of location Chino_FM30. See location Chino_FM30 for balancing details.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 19, 2021 to Thursday, April 1, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.47 2.62 0.182
Minimum 2.00 1.81 0.096
Maximum 3.10 3.04 0.273
Time of Minimum 2/21/2021 5:15 AM 2/20/2021 4:30AM 2/20/2021 4:30 AM Time of Maximum 3/6/2021 10:45 AM 3/30/2021 9:10 PM 3/3/2021 7:45 PM Data Quality
Data uptime observed during the Friday February 19, 2021 to the Thursday, April 1, 2021monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Page B-17

11.13.a
Sewer Master Plan Update Packet Pg. 408
Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-18

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Sewer Master Plan Update Packet Pg. 409
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM02

10.13 Good straight through flow
Not investigated

0.25"

2.99 8'
Precast/Good
VCP/Good

2.63 2/18/21 @2:39pm
Standard Traffic Control with No Safety Concerns
12307 Telephone Ave
Not Investigated

10.13 2/18/21
Sensor
Location
8'

10.13 x 10.13
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
U-7-35
Page B-19

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Sewer Master Plan Update Packet Pg. 410
Page B-20

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Sewer Master Plan Update Packet Pg. 411
Page B-21

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Sewer Master Plan Update Packet Pg. 412
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/19/2021 03:20 2.08 12:25 2.86 2.52 03:00 1.96 12:25 2.92 2.63 03:00 0.107 12:25 0.245 0.187 0.187 02/20/2021 05:25 2.04 10:50 2.94 2.48 04:30 1.81 11:40 2.94 2.58 04:30 0.096 10:50 0.255 0.180 0.180 02/21/2021 05:15 2.00 12:00 2.89 2.47 04:00 1.87 19:05 2.92 2.55 05:20 0.099 12:00 0.248 0.178 0.178 02/22/2021 03:15 2.04 18:10 3.04 2.51 03:20 1.88 20:35 2.98 2.61 03:15 0.099 18:10 0.270 0.185 0.185 02/23/2021 02:15 2.04 20:20 3.00 2.50 01:55 1.93 18:15 2.91 2.59 02:15 0.101 20:20 0.259 0.183 0.183 02/24/2021 04:00 2.11 19:55 3.02 2.53 04:00 1.96 19:55 2.93 2.60 04:00 0.107 19:55 0.264 0.186 0.186 02/25/2021 03:00 2.07 20:25 3.01 2.56 04:20 1.96 19:50 2.97 2.60 04:20 0.107 20:25 0.264 0.190 0.190 02/26/2021 03:50 2.04 11:35 2.93 2.48 03:35 1.88 20:35 2.90 2.59 03:30 0.101 11:35 0.249 0.181 0.181 02/27/2021 04:55 2.07 11:35 2.84 2.48 04:40 1.97 14:35 2.94 2.62 04:10 0.107 11:35 0.243 0.183 0.183 02/28/2021 04:35 2.03 12:40 3.00 2.48 04:20 1.89 12:25 3.02 2.61 03:50 0.101 12:40 0.270 0.182 0.182 03/01/2021 03:30 2.07 19:25 2.83 2.47 03:30 1.93 17:50 2.92 2.62 03:30 0.102 19:25 0.241 0.181 0.181 03/02/2021 04:00 2.04 20:30 3.01 2.48 02:15 1.94 20:25 2.98 2.61 02:15 0.104 20:25 0.268 0.183 0.183 03/03/2021 03:15 2.13 19:45 3.05 2.51 02:15 2.02 19:45 2.97 2.59 02:15 0.114 19:45 0.273 0.183 0.183 0.09 03/04/2021 02:25 2.04 19:25 2.87 2.50 02:50 2.05 21:05 2.92 2.60 02:25 0.109 19:25 0.244 0.183 0.183 03/05/2021 04:00 2.04 16:20 2.83 2.47 02:20 1.94 19:55 2.88 2.58 02:20 0.103 19:55 0.238 0.179 0.179 03/06/2021 05:30 2.04 10:45 3.10 2.52 02:35 2.01 12:10 2.97 2.60 05:30 0.107 10:45 0.268 0.186 0.186 03/07/2021 04:05 2.05 21:05 2.95 2.50 03:40 1.96 14:45 2.94 2.57 03:40 0.108 14:45 0.252 0.182 0.182 03/08/2021 04:05 2.04 20:50 2.93 2.45 05:20 2.03 13:35 2.88 2.56 04:05 0.107 20:50 0.243 0.175 0.175 03/09/2021 03:05 2.05 20:15 2.94 2.51 03:40 2.06 20:40 2.90 2.58 03:05 0.108 20:15 0.250 0.182 0.182 0.15 03/10/2021 01:40 2.06 11:40 2.88 2.51 05:05 2.00 19:10 2.86 2.59 05:05 0.108 11:40 0.240 0.183 0.183 0.98 03/11/2021 04:15 2.04 17:45 3.04 2.56 05:25 2.07 21:05 2.86 2.59 04:15 0.108 17:45 0.260 0.189 0.189 0.08 03/12/2021 04:15 2.13 19:40 2.76 2.49 03:30 2.05 12:40 2.86 2.58 03:30 0.117 19:40 0.224 0.180 0.180 03/13/2021 04:10 2.03 12:40 2.95 2.48 05:00 2.01 12:40 2.93 2.59 04:10 0.107 12:40 0.256 0.180 0.180 03/14/2021 03:50 2.06 10:30 2.89 2.48 02:35 2.05 10:30 2.91 2.60 03:50 0.111 10:30 0.248 0.182 0.182 03/15/2021 23:45 2.05 19:15 2.90 2.46 00:05 2.06 11:30 2.94 2.66 03:10 0.109 19:15 0.251 0.183 0.183 0.18 03/16/2021 02:35 2.03 21:15 2.96 2.43 02:45 1.93 19:35 2.96 2.65 03:05 0.102 21:15 0.256 0.180 0.180 03/17/2021 04:10 2.04 19:50 2.80 2.41 02:55 1.94 18:50 2.98 2.63 03:25 0.103 19:45 0.238 0.176 0.176 03/18/2021 06:00 2.11 20:45 2.88 2.42 03:15 2.02 21:00 2.93 2.64 03:15 0.112 20:45 0.247 0.178 0.178 03/19/2021 02:05 2.03 19:55 2.90 2.42 03:20 1.93 13:25 2.95 2.64 03:20 0.104 19:55 0.248 0.178 0.178 03/20/2021 05:00 2.05 12:40 2.89 2.44 04:55 1.94 18:55 2.97 2.65 04:55 0.103 12:40 0.251 0.181 0.181 03/21/2021 04:20 2.05 10:25 2.95 2.45 05:35 1.93 20:40 2.96 2.64 05:35 0.104 20:05 0.258 0.182 0.182 03/22/2021 03:45 2.04 22:05 2.97 2.45 02:55 1.90 21:05 2.98 2.65 02:30 0.101 22:05 0.257 0.182 0.182 03/23/2021 04:20 2.04 20:45 2.93 2.43 02:40 1.87 20:35 2.96 2.65 04:15 0.098 20:45 0.256 0.180 0.180 03/24/2021 01:50 2.04 20:20 3.02 2.44 03:00 1.89 20:30 2.94 2.63 03:00 0.099 20:20 0.265 0.181 0.181 03/25/2021 04:05 2.04 20:10 2.97 2.45 04:15 2.05 18:55 2.96 2.67 04:15 0.107 20:15 0.260 0.184 0.184 03/26/2021 04:15 2.08 19:30 2.82 2.43 03:55 1.97 17:55 2.96 2.67 03:55 0.106 19:30 0.241 0.180 0.180 03/27/2021 04:10 2.04 11:20 2.85 2.43 05:45 1.90 14:15 2.95 2.63 05:45 0.099 11:20 0.245 0.179 0.179 03/28/2021 04:55 2.04 11:20 3.00 2.47 06:05 1.92 11:35 2.97 2.65 06:05 0.102 11:20 0.266 0.185 0.185 03/29/2021 02:55 2.08 20:35 2.88 2.45 02:25 1.99 19:50 2.95 2.65 02:30 0.107 20:35 0.245 0.181 0.181 03/30/2021 04:35 2.12 21:10 2.93 2.44 04:30 1.97 21:10 3.04 2.64 04:30 0.108 21:10 0.263 0.179 0.179 03/31/2021 03:30 2.10 20:05 2.88 2.45 03:25 1.94 20:05 2.94 2.66 03:25 0.105 20:05 0.250 0.182 0.182 04/01/2021 05:20 2.12 19:30 2.82 2.46 05:05 1.97 21:40 2.92 2.64 05:05 0.109 19:30 0.239 0.181 0.181 Daily Tabular Report
Daily Tabular Report For The Period 02/19/2021 00:00 - 04/01/2021 23:59 Chino_FM02, Pipe Height: 10.13 in, Silt: 0.00 in
Report Summary For The Period 02/19/2021 00:00 - 04/01/2021 23:59 Page B-22

11.13.a
Sewer Master Plan Update Packet Pg. 413
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

2.47 2.62

7.633

0.182

1.48 Page B-23

11.13.a
Sewer Master Plan Update Packet Pg. 414
Site Commentary
Site Information
Chino_FM03
Pipe Dimensions 15.00 "
Silt Level 0.00"
Overview
Site Chino_FM03 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 5.10 1.55 0.385
Minimum 2.81 0.92 0.100
Maximum 7.23 2.00 0.690
Time of Minimum 3/6/2021 5:35 AM 3/13/2021 4:10 AM 3/7/2021 5:20 AM Time of Maximum 3/16/2021 9:55 PM 3/8/2021 9:45 PM 3/16/2021 9:50 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-24

11.13.a
Sewer Master Plan Update Packet Pg. 415
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM03

15.00 Good straight through flow
Not investigated

0.25"

1.99 10'
Precast/Good
VCP/Good

5.88 2/1/21 @9am
Standard Traffic Control with No Safety Concerns
Rincon Meadows & Botany St
Not Investigated

15.00 2/1/21
Sensor
Location

10.00'

15.00 x 15.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
ADS Site Location
Location
f ol w
dir.

Chino
H-13-1
Page B-25

11.13.a
Sewer Master Plan Update Packet Pg. 416
Page B-26

11.13.a
Sewer Master Plan Update Packet Pg. 417
Page B-27

11.13.a
Sewer Master Plan Update Packet Pg. 418
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 04:50 3.01 21:05 6.46 5.02 03:15 1.03 22:35 1.84 1.53 03:15 0.123 21:10 0.588 0.371 0.371 02/06/2021 04:50 3.08 10:50 6.69 5.21 06:25 1.06 22:55 1.85 1.57 04:20 0.133 20:35 0.610 0.401 0.401 02/07/2021 05:20 2.97 20:00 6.98 5.28 05:05 1.01 11:10 1.91 1.56 05:10 0.116 20:35 0.657 0.412 0.412 02/08/2021 04:45 2.93 20:15 7.17 5.10 04:35 1.04 21:30 1.92 1.54 04:35 0.118 21:30 0.665 0.384 0.384 02/09/2021 04:35 2.97 20:15 7.04 5.05 05:00 1.05 19:20 1.85 1.53 04:35 0.123 20:20 0.659 0.375 0.375 02/10/2021 04:10 3.07 20:05 7.06 5.10 05:05 1.05 19:40 1.88 1.55 04:10 0.124 21:20 0.638 0.386 0.386 02/11/2021 04:30 3.06 21:25 6.77 5.08 03:55 1.09 22:20 1.99 1.55 03:55 0.131 21:25 0.638 0.381 0.381 02/12/2021 04:50 2.99 21:20 6.28 5.02 04:15 1.07 21:20 1.84 1.55 04:05 0.123 21:20 0.578 0.374 0.374 02/13/2021 05:25 2.96 11:55 6.55 5.14 05:25 1.11 12:30 1.87 1.57 05:25 0.123 12:30 0.595 0.394 0.394 02/14/2021 05:55 2.93 11:45 6.72 5.16 06:55 1.10 20:00 1.93 1.58 05:55 0.121 11:05 0.618 0.401 0.401 02/15/2021 04:25 3.02 21:00 7.20 5.19 03:45 1.09 20:40 1.89 1.55 03:45 0.129 20:40 0.670 0.397 0.397 02/16/2021 04:05 3.01 20:00 6.98 5.07 04:15 0.95 19:20 1.89 1.53 04:15 0.112 20:10 0.639 0.377 0.377 02/17/2021 04:20 2.99 21:15 7.14 5.00 02:20 1.05 19:30 1.97 1.53 04:25 0.123 21:25 0.665 0.369 0.369 02/18/2021 04:05 3.03 21:35 6.81 5.09 03:35 1.00 19:35 1.87 1.54 03:35 0.116 19:30 0.625 0.381 0.381 02/19/2021 04:40 3.17 19:45 6.52 5.08 05:25 1.06 09:55 1.91 1.56 05:25 0.145 19:30 0.573 0.380 0.380 02/20/2021 05:15 3.03 10:15 6.68 5.16 04:45 1.05 13:05 1.93 1.57 04:55 0.124 11:55 0.597 0.396 0.396 02/21/2021 04:30 2.99 19:40 6.82 5.22 05:20 1.06 20:50 1.92 1.56 05:20 0.120 20:50 0.650 0.404 0.404 02/22/2021 04:30 3.01 20:40 6.93 5.12 06:20 1.08 19:00 1.92 1.55 04:10 0.125 21:15 0.654 0.386 0.386 02/23/2021 04:35 3.07 20:05 6.93 5.08 03:50 0.96 21:55 1.86 1.53 03:50 0.118 21:40 0.656 0.379 0.379 02/24/2021 03:00 3.10 21:05 6.83 5.10 03:15 1.04 21:45 1.95 1.55 03:15 0.124 20:50 0.656 0.386 0.386 02/25/2021 03:30 3.11 21:00 6.91 5.06 03:35 1.03 22:50 1.91 1.54 03:35 0.125 21:25 0.637 0.377 0.377 02/26/2021 04:30 2.84 21:20 6.29 4.94 04:25 1.03 19:25 1.85 1.53 04:25 0.108 20:40 0.546 0.362 0.362 02/27/2021 05:00 2.87 10:35 6.67 5.15 06:55 1.07 15:55 1.91 1.57 04:55 0.119 10:35 0.642 0.397 0.397 02/28/2021 05:50 2.96 12:10 7.19 5.28 04:40 1.07 12:50 1.95 1.57 05:15 0.119 12:10 0.689 0.414 0.414 03/01/2021 04:30 2.95 19:55 7.04 5.10 04:25 0.99 18:40 1.93 1.53 04:25 0.110 21:00 0.671 0.382 0.382 03/02/2021 03:05 2.95 20:35 6.99 5.02 03:15 0.96 19:30 1.90 1.53 03:15 0.110 20:05 0.646 0.374 0.374 03/03/2021 04:30 2.89 20:55 6.89 5.04 04:15 1.00 20:30 1.89 1.54 04:15 0.109 20:05 0.641 0.376 0.376 0.23 03/04/2021 04:15 3.08 21:40 6.87 5.03 04:00 1.05 20:40 1.92 1.54 04:00 0.125 20:05 0.648 0.376 0.376 03/05/2021 04:40 2.93 21:20 6.25 4.96 03:00 0.95 18:45 1.90 1.54 04:25 0.112 20:55 0.566 0.367 0.367 03/06/2021 05:35 2.81 11:25 6.53 5.09 06:20 1.04 12:10 1.87 1.56 05:35 0.112 11:25 0.613 0.388 0.388 03/07/2021 05:15 2.87 12:00 6.92 5.21 05:20 0.95 19:40 1.94 1.57 05:20 0.100 20:50 0.645 0.407 0.407 03/08/2021 03:45 2.99 19:45 6.92 5.04 04:20 1.07 21:45 2.00 1.54 03:55 0.123 21:45 0.665 0.375 0.375 03/09/2021 04:40 2.96 20:35 7.03 5.00 03:35 1.03 19:20 1.87 1.53 03:35 0.120 20:25 0.651 0.369 0.369 0.02 03/10/2021 02:15 3.26 20:40 6.83 5.13 02:20 1.11 21:50 1.90 1.57 02:20 0.142 21:00 0.647 0.389 0.389 0.86 03/11/2021 04:10 3.21 21:20 7.06 5.10 04:05 1.12 21:35 1.96 1.57 04:05 0.140 20:25 0.671 0.386 0.386 0.09 03/12/2021 04:25 3.10 21:10 6.38 5.01 04:35 1.02 19:40 1.89 1.55 04:35 0.122 20:50 0.563 0.372 0.372 0.12 03/13/2021 04:55 2.87 11:40 6.62 5.04 04:10 0.92 11:40 1.87 1.54 04:10 0.103 11:40 0.630 0.380 0.380 03/14/2021 05:00 3.05 20:25 7.11 5.24 04:15 0.99 18:40 1.93 1.58 04:15 0.126 20:10 0.677 0.409 0.409 03/15/2021 03:00 3.09 19:45 7.00 5.09 02:30 1.12 17:55 1.89 1.55 03:10 0.134 20:30 0.665 0.384 0.384 0.14 03/16/2021 02:00 3.12 21:55 7.23 5.14 03:35 1.03 22:10 1.90 1.55 03:35 0.129 21:50 0.690 0.388 0.388 03/17/2021 03:35 3.06 21:25 7.09 5.06 02:35 1.06 22:10 1.92 1.55 04:15 0.126 20:25 0.679 0.382 0.382 03/18/2021 03:25 3.03 22:00 6.68 5.00 05:30 1.08 23:00 1.92 1.57 03:25 0.132 21:35 0.626 0.378 0.378 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM03, Pipe Height: 15.00 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-28

11.13.a
Sewer Master Plan Update Packet Pg. 419
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

5.10 1.55

16.161

0.385

1.46 Page B-29

11.13.a
Sewer Master Plan Update Packet Pg. 420
Site Commentary
Site Information
Chino_FM04
Pipe Dimensions 11.63 " x 12.00 "
Silt Level 0.00"
Overview
Site Chino_FM04 functioned under very low flow conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow was very low depth and stagnant.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions were at the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.59 0.00 0.000
Minimum 0.31 0.00 0.000
Maximum 2.29 0.00 0.000
Time of Minimum 3/10/2021 10:25 PM 2/5/2021 12:00 AM 2/5/2021 12:00 AM Time of Maximum 3/14/2021 10:45 PM 2/5/2021 12:00 AM 2/5/2021 12:00 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-30

11.13.a
Sewer Master Plan Update Packet Pg. 421
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM04

11.63 No flow, stagnate water in line
half way through.

Not investigated

0.25"

0.00 10'
Precast/Good
VCP/Good

0.50 2/3/21 @0830
Standard Traffic Control with No Safety Concerns
6711 Bickmore Ave
Not Investigated

12.00 2/3/21
Sensor
Location

10.00'

11.63 x 12.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
flow
dir.

Chino
I-11-18
Page B-31

11.13.a
Sewer Master Plan Update Packet Pg. 422
Page B-32

11.13.a
Sewer Master Plan Update Packet Pg. 423
Page B-33

11.13.a
Sewer Master Plan Update Packet Pg. 424
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 07:45 0.50 16:30 0.51 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/06/2021 02:20 0.51 13:50 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/07/2021 23:55 0.51 03:05 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/08/2021 03:40 0.51 16:55 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/09/2021 05:50 0.51 13:05 0.52 0.52 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/10/2021 01:15 0.52 03:30 0.52 0.52 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/11/2021 00:00 0.52 00:00 0.52 0.52 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/12/2021 00:00 0.52 00:00 0.52 0.52 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/13/2021 00:00 0.52 00:00 0.52 0.52 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/14/2021 10:00 0.51 00:00 0.52 0.52 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/15/2021 00:00 0.51 00:00 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/16/2021 00:00 0.51 00:00 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/17/2021 01:40 0.50 00:00 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/18/2021 01:05 0.50 00:00 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/19/2021 00:00 0.51 00:00 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/20/2021 00:00 0.51 00:00 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/21/2021 04:25 0.50 00:00 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/22/2021 06:30 0.50 23:55 0.51 0.50 23:55 0.00 23:55 0.00 0.00 23:55 0.000 23:55 0.000 0.000 0.000 02/23/2021 07:20 0.50 16:20 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/24/2021 06:15 0.50 16:15 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/25/2021 08:15 0.50 11:45 0.51 0.51 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/26/2021 07:10 0.50 15:20 0.51 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/27/2021 04:40 0.50 11:10 0.51 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/28/2021 12:35 0.50 16:45 0.51 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/01/2021 04:30 0.50 17:10 0.51 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/02/2021 06:50 0.50 23:55 0.51 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/03/2021 14:00 0.50 10:35 0.51 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.23 03/04/2021 07:05 0.50 10:00 0.50 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/05/2021 18:55 0.50 01:00 0.50 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/06/2021 15:50 0.50 12:15 0.50 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/07/2021 18:40 0.50 16:35 0.50 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/08/2021 11:20 0.49 08:55 0.50 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/09/2021 16:00 0.49 23:55 0.50 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.02 03/10/2021 22:25 0.31 15:45 0.51 0.48 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.86 03/11/2021 14:05 0.35 00:50 1.80 0.71 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.09 03/12/2021 00:00 1.03 04:15 1.96 1.49 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.12 03/13/2021 05:10 1.06 20:35 1.93 1.47 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/14/2021 22:05 1.27 22:45 2.29 1.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/15/2021 22:15 0.37 00:00 2.26 1.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.14 03/16/2021 10:50 0.37 16:20 1.12 0.56 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/17/2021 11:30 0.33 11:20 0.53 0.49 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/18/2021 20:45 0.50 23:50 0.50 0.50 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM04, Pipe Height: 11.63 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-34

11.13.a
Sewer Master Plan Update Packet Pg. 425
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

0.59 0.00

0.000

0.000

1.46 Page B-35

11.13.a
Sewer Master Plan Update Packet Pg. 426
Site Commentary
Site Information
Chino_FM05
Pipe Dimensions 17.75 "
Silt Level 0.00"
Overview
Site Chino_FM05 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 4.94 5.66 1.480
Minimum 2.96 3.66 0.517
Maximum 6.55 6.53 2.320
Time of Minimum 2/6/2021 5:05 AM 3/13/2021 5:10 AM 3/13/2021 5:00 AM Time of Maximum 3/6/2021 12:15 PM 2/7/2021 11:40 AM 2/21/2021 1:10 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-36

11.13.a
Sewer Master Plan Update Packet Pg. 427
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM05

17.75 Good straight through flow
Not investigated

0.25"

4.80 8'
Precast/Good
VCP/Good

3.00 2/4/21 @ 9:00am
Standard Traffic Control with No Safety Concerns
14450 Central Ave
Not Investigated

17.75 2/4/21
Sensor
Location
8'

17.75" x 17.75"
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
N-7-18
Page B-37

11.13.a
Sewer Master Plan Update Packet Pg. 428
Page B-38

11.13.a
Sewer Master Plan Update Packet Pg. 429
Page B-39

11.13.a
Sewer Master Plan Update Packet Pg. 430
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 05:05 2.97 13:55 5.46 4.60 05:05 4.25 09:40 6.30 5.72 05:05 0.520 13:55 1.810 1.354 1.354 02/06/2021 05:05 2.96 12:05 6.10 4.72 05:15 4.37 10:45 6.50 5.79 05:05 0.534 14:10 2.168 1.429 1.429 02/07/2021 06:15 3.03 11:50 6.31 4.78 05:30 4.39 11:40 6.53 5.79 05:30 0.555 11:50 2.288 1.463 1.463 02/08/2021 04:20 3.07 21:15 6.16 4.89 03:55 4.48 08:15 6.32 5.76 03:55 0.577 19:45 2.140 1.488 1.488 02/09/2021 03:00 3.26 20:35 6.17 4.92 02:45 4.49 20:20 6.27 5.71 03:00 0.643 20:35 2.144 1.478 1.478 02/10/2021 04:15 3.16 12:45 6.14 4.93 03:55 4.34 19:50 6.28 5.74 04:15 0.585 12:45 2.124 1.494 1.494 02/11/2021 05:20 3.19 20:30 6.00 4.91 05:15 4.41 09:10 6.27 5.79 05:20 0.605 20:35 2.058 1.493 1.493 02/12/2021 03:40 3.21 13:15 5.71 4.83 04:05 4.48 19:25 6.22 5.73 03:40 0.616 11:20 1.894 1.442 1.442 0.04 02/13/2021 05:50 3.25 12:20 6.24 4.84 05:45 4.33 10:20 6.22 5.63 05:45 0.605 12:20 2.154 1.430 1.430 02/14/2021 06:30 3.06 11:50 6.42 4.78 05:15 4.26 10:10 6.27 5.60 06:30 0.560 11:50 2.252 1.406 1.406 02/15/2021 04:05 3.17 13:40 6.17 4.90 05:10 4.28 20:35 6.22 5.60 03:50 0.583 13:35 2.109 1.459 1.459 02/16/2021 04:20 3.18 20:35 6.18 4.90 04:25 4.22 19:15 6.30 5.69 04:25 0.570 20:35 2.153 1.472 1.472 0.01 02/17/2021 04:20 3.29 20:50 6.05 4.92 04:15 4.35 19:05 6.42 5.75 04:15 0.619 20:50 2.137 1.490 1.490 02/18/2021 04:40 3.20 21:15 5.97 4.87 04:00 4.38 21:10 6.38 5.78 04:05 0.599 21:10 2.092 1.479 1.479 02/19/2021 04:10 3.23 11:15 5.95 4.86 04:10 4.35 13:30 6.29 5.72 04:10 0.600 13:35 2.025 1.457 1.457 02/20/2021 03:55 3.35 12:55 6.43 4.93 04:20 4.42 09:25 6.30 5.66 04:25 0.650 12:55 2.266 1.476 1.476 02/21/2021 04:05 3.42 13:10 6.55 5.03 05:25 4.23 13:15 6.25 5.60 04:10 0.662 13:10 2.320 1.509 1.509 02/22/2021 05:25 3.52 20:55 6.35 5.11 04:15 4.26 10:25 6.29 5.63 05:25 0.691 20:55 2.223 1.541 1.541 02/23/2021 04:15 3.46 21:20 6.12 5.02 04:15 4.36 20:45 6.27 5.71 04:15 0.665 21:10 2.116 1.515 1.515 02/24/2021 04:25 3.33 20:25 5.88 4.89 04:00 4.37 19:35 6.31 5.75 04:25 0.634 20:35 2.005 1.476 1.476 02/25/2021 04:45 3.25 21:20 5.91 4.87 04:45 4.45 19:40 6.31 5.74 04:45 0.619 21:20 2.014 1.466 1.466 02/26/2021 05:00 3.39 11:10 5.94 4.96 04:00 4.32 09:15 6.28 5.72 04:00 0.652 11:15 2.023 1.497 1.497 02/27/2021 05:15 3.48 12:45 6.42 5.03 06:05 4.47 11:10 6.25 5.65 05:15 0.695 12:45 2.251 1.512 1.512 02/28/2021 06:00 3.40 11:45 6.51 4.99 05:50 4.00 13:05 6.24 5.56 05:50 0.596 12:20 2.275 1.485 1.485 03/01/2021 05:10 3.18 20:25 6.26 4.90 04:05 4.25 20:15 6.32 5.66 04:20 0.580 20:25 2.203 1.468 1.468 03/02/2021 04:30 3.30 21:10 6.15 4.92 04:20 4.26 21:00 6.26 5.66 04:15 0.612 21:10 2.128 1.469 1.469 03/03/2021 03:45 3.34 13:40 5.97 4.90 03:55 4.22 19:35 6.29 5.64 03:55 0.613 20:15 2.026 1.455 1.455 0.09 03/04/2021 03:50 3.32 20:40 6.11 4.94 05:00 4.25 20:25 6.20 5.67 03:50 0.613 20:40 2.092 1.482 1.482 03/05/2021 05:20 3.43 12:20 5.80 4.93 04:35 4.18 20:45 6.21 5.60 04:20 0.639 12:20 1.913 1.454 1.454 03/06/2021 03:55 3.37 12:15 6.55 5.03 05:15 4.19 12:00 6.17 5.56 04:50 0.624 12:05 2.292 1.492 1.492 03/07/2021 03:50 3.45 13:10 6.47 5.08 05:55 4.24 20:15 6.16 5.56 04:20 0.660 13:05 2.244 1.513 1.513 03/08/2021 05:25 3.43 20:20 6.28 5.07 04:00 4.25 20:20 6.16 5.58 05:05 0.652 20:20 2.167 1.513 1.513 03/09/2021 05:20 3.45 20:45 6.36 5.08 04:45 4.29 20:35 6.18 5.61 04:40 0.654 20:45 2.196 1.518 1.518 0.15 03/10/2021 03:00 3.56 20:50 6.24 5.18 02:30 4.48 20:40 6.20 5.74 03:05 0.714 20:50 2.150 1.583 1.583 0.98 03/11/2021 04:35 3.59 20:45 6.32 5.16 05:10 4.50 08:35 6.22 5.69 04:35 0.731 20:45 2.168 1.569 1.569 0.08 03/12/2021 04:55 3.46 11:25 6.17 5.02 04:05 4.34 09:25 6.15 5.64 05:00 0.666 11:25 2.087 1.499 1.499 03/13/2021 05:00 3.28 13:10 6.50 5.05 05:10 3.66 10:50 6.11 5.46 05:00 0.517 13:10 2.239 1.483 1.483 03/14/2021 05:35 3.57 19:50 6.37 5.10 03:35 4.30 20:05 6.17 5.53 03:20 0.689 19:50 2.197 1.511 1.511 03/15/2021 03:45 3.45 20:45 6.29 5.04 03:50 4.22 19:00 6.17 5.58 03:45 0.651 20:45 2.158 1.496 1.496 0.18 03/16/2021 02:55 3.37 21:40 6.32 4.91 02:40 4.27 20:50 6.22 5.61 02:55 0.637 21:40 2.202 1.446 1.446 03/17/2021 04:55 3.29 22:05 6.12 4.88 04:20 4.08 22:05 6.20 5.62 04:20 0.585 22:05 2.103 1.439 1.439 03/18/2021 04:00 3.33 21:10 6.21 4.92 04:05 4.25 21:25 6.19 5.62 04:00 0.614 21:10 2.140 1.455 1.454 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM05, Pipe Height: 17.75 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-40

11.13.a
Sewer Master Plan Update Packet Pg. 431
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

4.94 5.66

62.154

1.480

1.53 Page B-41

11.13.a
Sewer Master Plan Update Packet Pg. 432
Site Commentary
Site Information
Chino_FM06
Pipe Dimensions 17.88 "
Silt Level 0.00"
Overview
Site Chino_FM06 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

This line is located downstream of location Chino_FM30 and Chino_FM13. A review of balancing indicates no problem.

Chino_FM06 balancing exhibited classic commercial/industrial net during the week with nearly no net flow over most weekends.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.58 1.58 0.167
Minimum 1.61 0.75 0.040
Maximum 3.87 3.46 0.622
Time of Minimum 2/8/2021 6:05 AM 3/18/2021 4:15 AM 2/8/2021 6:05 AM Time of Maximum 2/18/2021 4:30 PM 2/18/2021 4:30 PM 2/18/2021 4:30 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-42

11.13.a
Sewer Master Plan Update Packet Pg. 433
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM06

17.88 Good straight through flow
Not investigated

0.25"

1.35 6'
Precast/Good
VCP/Good

2.00 1/25/21 @ 9:30am
Standard Traffic Control with No Safety Concerns
14485 Monte Vista Ave
Not Investigated

17.88 2/3/21
Sensor
Location
6'

17.88 x 17.88
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
N-7-16
Page B-43

11.13.a
Sewer Master Plan Update Packet Pg. 434
Page B-44

11.13.a
Sewer Master Plan Update Packet Pg. 435
Page B-45

11.13.a
Sewer Master Plan Update Packet Pg. 436
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 04:20 1.71 14:45 3.18 2.49 04:15 0.80 12:55 2.24 1.53 04:20 0.045 12:55 0.298 0.156 0.156 02/06/2021 03:50 1.76 13:30 2.85 2.38 03:50 0.92 11:25 1.91 1.43 03:50 0.053 13:25 0.217 0.132 0.132 02/07/2021 05:45 1.71 11:10 2.82 2.30 05:40 0.86 11:30 1.80 1.33 05:40 0.047 11:30 0.201 0.117 0.117 02/08/2021 06:05 1.61 13:20 3.20 2.50 06:05 0.79 13:10 2.16 1.44 06:05 0.040 13:10 0.294 0.149 0.149 02/09/2021 04:35 1.68 16:30 3.11 2.50 04:25 0.81 16:25 1.98 1.43 04:25 0.043 16:25 0.259 0.146 0.146 02/10/2021 03:45 1.66 11:40 3.24 2.52 03:15 0.83 15:20 2.11 1.49 03:45 0.044 11:40 0.287 0.154 0.154 02/11/2021 04:20 1.66 13:20 3.20 2.50 04:20 0.85 15:40 2.26 1.51 04:20 0.045 13:20 0.280 0.154 0.154 02/12/2021 05:05 1.75 10:55 3.13 2.50 05:00 0.93 16:30 2.24 1.57 05:00 0.053 10:55 0.285 0.159 0.159 0.04 02/13/2021 04:25 1.84 11:30 2.91 2.42 04:40 0.95 11:20 2.30 1.51 04:40 0.059 11:20 0.275 0.143 0.143 02/14/2021 04:40 1.73 11:45 2.83 2.34 05:35 0.93 14:35 2.07 1.43 05:35 0.052 14:35 0.233 0.130 0.130 02/15/2021 04:15 1.76 13:05 3.17 2.52 04:15 0.97 13:05 2.21 1.57 04:15 0.056 13:05 0.300 0.161 0.161 02/16/2021 04:50 1.78 15:20 3.11 2.56 04:00 0.82 15:00 2.15 1.57 04:00 0.049 15:00 0.279 0.165 0.165 0.01 02/17/2021 04:25 1.72 16:30 3.25 2.57 04:15 0.84 16:25 2.39 1.56 04:15 0.048 16:25 0.331 0.166 0.166 02/18/2021 04:45 1.83 16:30 3.87 2.61 04:25 0.93 16:30 3.46 1.60 04:25 0.058 16:30 0.622 0.173 0.173 02/19/2021 04:45 1.80 13:10 3.08 2.57 04:35 0.93 12:35 2.08 1.55 04:40 0.056 12:35 0.265 0.162 0.162 02/20/2021 04:35 1.72 13:55 2.96 2.39 03:55 0.89 13:55 1.90 1.39 04:35 0.050 13:55 0.232 0.130 0.130 02/21/2021 06:00 1.71 13:45 2.91 2.31 06:30 0.85 13:45 1.80 1.30 06:30 0.047 13:45 0.215 0.116 0.116 02/22/2021 04:10 1.72 16:05 3.41 2.57 05:10 0.91 16:05 2.56 1.52 04:10 0.053 16:05 0.384 0.161 0.161 02/23/2021 05:50 1.77 13:05 3.21 2.56 05:40 0.89 13:05 2.18 1.51 05:45 0.052 13:05 0.300 0.158 0.158 02/24/2021 04:45 1.70 09:40 3.11 2.56 04:15 0.89 17:50 2.35 1.63 04:20 0.049 14:35 0.304 0.172 0.172 02/25/2021 04:15 1.74 13:35 3.12 2.57 04:05 0.87 13:40 2.34 1.67 04:10 0.049 13:40 0.306 0.176 0.176 02/26/2021 03:10 1.92 13:20 3.24 2.67 02:45 0.97 13:05 2.60 1.78 02:45 0.066 13:05 0.358 0.199 0.199 02/27/2021 04:50 2.06 12:15 3.04 2.60 04:45 1.16 11:45 2.24 1.66 04:50 0.084 11:45 0.273 0.174 0.174 02/28/2021 04:00 2.01 16:30 3.46 2.55 04:10 1.03 16:30 2.39 1.57 04:05 0.073 16:30 0.365 0.159 0.159 03/01/2021 04:50 1.98 14:20 3.22 2.69 04:40 1.07 10:50 2.16 1.65 04:40 0.073 14:20 0.296 0.183 0.183 03/02/2021 04:05 2.03 11:15 3.24 2.71 04:00 1.00 14:50 2.21 1.66 04:00 0.070 14:50 0.299 0.187 0.187 03/03/2021 04:05 2.16 13:55 3.43 2.79 02:45 1.08 12:30 2.46 1.79 02:45 0.087 13:55 0.369 0.210 0.210 0.09 03/04/2021 04:50 2.09 09:35 3.27 2.82 03:55 1.13 14:30 2.54 1.85 03:55 0.086 14:30 0.357 0.220 0.220 03/05/2021 04:40 2.24 11:45 3.32 2.82 03:10 1.26 11:30 2.80 1.90 04:30 0.104 11:30 0.399 0.224 0.224 03/06/2021 05:50 2.17 13:45 3.13 2.66 05:55 1.19 12:10 2.49 1.75 05:55 0.094 12:10 0.328 0.189 0.189 03/07/2021 05:20 2.16 14:55 3.12 2.68 03:05 1.27 14:45 2.27 1.76 04:40 0.101 14:45 0.298 0.191 0.191 03/08/2021 03:50 2.18 11:30 3.31 2.78 03:50 1.19 11:30 2.45 1.81 03:50 0.093 11:30 0.353 0.210 0.210 03/09/2021 04:15 2.06 11:05 3.26 2.70 02:10 1.12 14:15 2.53 1.71 04:10 0.082 14:20 0.349 0.191 0.191 0.15 03/10/2021 02:30 1.94 07:05 3.74 2.74 02:25 1.04 07:05 3.00 1.77 02:25 0.069 07:05 0.512 0.203 0.203 0.98 03/11/2021 03:10 1.96 12:50 3.21 2.70 02:40 1.05 12:45 2.34 1.72 02:40 0.073 12:45 0.318 0.191 0.191 0.08 03/12/2021 04:55 2.00 10:05 3.27 2.64 04:50 1.04 10:05 2.38 1.64 04:50 0.073 10:05 0.336 0.178 0.178 03/13/2021 06:25 1.81 11:20 2.96 2.38 05:05 0.96 11:20 2.09 1.41 05:05 0.058 11:20 0.256 0.130 0.130 03/14/2021 04:25 1.70 12:35 2.86 2.35 05:10 0.85 12:25 1.82 1.30 05:10 0.046 12:25 0.207 0.118 0.118 03/15/2021 03:35 1.85 10:00 3.40 2.68 01:55 0.86 17:40 2.17 1.49 03:35 0.055 09:45 0.316 0.167 0.167 0.18 03/16/2021 03:55 1.83 13:05 3.27 2.70 03:50 0.92 11:15 2.12 1.53 03:50 0.057 12:50 0.284 0.174 0.174 03/17/2021 03:50 1.82 16:55 3.23 2.61 03:45 0.90 17:25 1.94 1.45 03:45 0.054 16:55 0.258 0.156 0.156 03/18/2021 04:25 1.84 13:25 3.44 2.63 04:15 0.75 13:25 2.30 1.50 04:25 0.046 13:25 0.349 0.164 0.164 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM06, Pipe Height: 17.88 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-46

11.13.a
Sewer Master Plan Update Packet Pg. 437
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

2.58 1.58

7.004

0.167

1.53 Page B-47

11.13.a
Sewer Master Plan Update Packet Pg. 438
Site Commentary
Site Information
Chino_FM07
Pipe Dimensions 10.38 "
Silt Level 0.00"
Overview
Site Chino_FM07 generally functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. Backwater conditions were experienced from February 25, 2021 to March 4, 2021 when a downstream flume was clogged with grease causing slower and deeper flow conditions. Surcharge conditions were experienced at this location. Review of the scattergraph shows that both free flow and backwater conditions were recorded at this location.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.30 2.31 0.097
Minimum 1.11 0.13 0.021
Maximum 14.81 3.60 0.526
Time of Minimum 3/9/2021 3:20 AM 3/2/2021 8:55 AM 3/4/2021 4:25 AM Time of Maximum 3/3/2021 12:35 PM 3/12/2021 1:10 PM 2/26/2021 5:30 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-48

11.13.a
Sewer Master Plan Update Packet Pg. 439
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM07

10.38 Good straight through flow
Not investigated

0.25"

1.66 12'
Precast/Good
VCP/Good

1.13 2/3/21 @ 3:00am
Standard Traffic Control with No Safety Concerns
14365 Pipeline Ave
Not Investigated

10.38 2/3/21
12'

10.38 x 10.38
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
N-5-4
Page B-49

11.13.a
Sewer Master Plan Update Packet Pg. 440
Page B-50

11.13.a
Sewer Master Plan Update Packet Pg. 441
Page B-51

11.13.a
Sewer Master Plan Update Packet Pg. 442
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 04:55 1.26 12:10 2.55 1.59 04:55 0.97 12:55 3.39 2.57 04:55 0.025 12:00 0.212 0.099 0.099 02/06/2021 04:05 1.23 14:40 1.70 1.51 04:10 1.00 12:15 3.32 2.55 04:10 0.026 15:55 0.133 0.091 0.091 02/07/2021 04:35 1.23 21:50 1.73 1.49 03:40 1.01 16:25 3.29 2.48 04:20 0.026 16:25 0.135 0.086 0.086 02/08/2021 03:30 1.24 21:40 2.45 1.61 04:35 0.98 11:10 3.11 2.24 04:35 0.026 21:40 0.173 0.089 0.089 02/09/2021 04:50 1.21 11:50 2.09 1.62 04:35 1.05 11:50 3.09 2.23 04:35 0.028 11:50 0.169 0.088 0.088 02/10/2021 03:10 1.31 15:00 2.29 1.68 05:00 0.91 15:00 3.37 2.26 05:00 0.026 15:00 0.210 0.094 0.094 02/11/2021 04:20 1.26 06:25 2.02 1.69 02:45 1.02 14:20 3.35 2.59 03:05 0.028 14:20 0.163 0.109 0.109 02/12/2021 03:40 1.22 13:10 1.82 1.53 02:00 1.11 20:25 3.33 2.74 03:50 0.029 13:10 0.147 0.098 0.098 0.04 02/13/2021 03:50 1.18 17:05 1.81 1.49 04:45 1.14 17:05 3.47 2.76 04:45 0.030 17:05 0.154 0.095 0.095 02/14/2021 04:10 1.19 12:05 1.78 1.42 03:40 1.08 16:00 3.31 2.50 03:40 0.027 14:50 0.128 0.082 0.082 02/15/2021 03:15 1.16 13:30 1.77 1.47 03:00 1.18 13:30 3.40 2.63 03:00 0.028 13:30 0.147 0.090 0.090 02/16/2021 03:35 1.24 11:45 1.67 1.50 04:20 0.89 21:30 3.36 2.69 04:20 0.023 21:30 0.132 0.093 0.093 0.01 02/17/2021 03:50 1.22 06:10 1.78 1.47 04:25 0.97 14:35 3.40 2.73 04:25 0.026 06:10 0.146 0.092 0.092 02/18/2021 03:45 1.19 13:30 8.49 1.56 10:10 0.62 16:05 3.39 2.65 03:30 0.028 13:25 0.254 0.093 0.093 02/19/2021 05:10 1.17 14:15 1.77 1.49 03:35 0.85 13:35 3.43 2.83 05:10 0.022 14:15 0.147 0.097 0.097 02/20/2021 04:50 1.26 07:25 2.75 1.49 07:25 0.93 17:10 3.36 2.67 04:50 0.025 18:30 0.144 0.092 0.092 02/21/2021 04:10 1.21 11:35 1.88 1.45 03:20 0.93 16:30 3.31 2.50 03:30 0.024 11:35 0.142 0.084 0.084 02/22/2021 01:15 1.19 21:40 2.12 1.51 03:45 0.90 16:00 3.40 2.68 03:45 0.024 21:40 0.169 0.094 0.094 02/23/2021 04:55 1.29 10:45 5.62 1.57 10:40 0.43 11:30 3.36 2.71 05:25 0.033 10:25 0.224 0.096 0.096 02/24/2021 03:25 1.24 08:15 5.09 1.57 08:10 0.48 16:20 3.35 2.69 03:15 0.031 08:20 0.177 0.096 0.096 02/25/2021 04:40 1.20 15:30 9.72 3.39 23:35 0.22 15:05 3.41 1.73 23:55 0.034 15:25 0.248 0.089 0.089 02/26/2021 04:30 2.88 05:35 8.79 6.12 00:00 0.22 05:30 1.68 0.55 01:40 0.023 05:30 0.526 0.134 0.134 02/27/2021 03:25 5.12 18:55 8.22 6.22 08:50 0.21 11:55 0.44 0.25 03:25 0.042 11:55 0.120 0.059 0.059 02/28/2021 03:20 4.83 10:25 7.28 5.98 07:40 0.17 20:00 0.38 0.25 07:40 0.037 15:50 0.094 0.057 0.057 03/01/2021 03:30 4.77 18:05 10.54 6.21 01:25 0.17 19:55 0.63 0.33 01:25 0.029 17:55 0.170 0.079 0.079 03/02/2021 03:30 4.32 12:30 10.48 6.01 08:55 0.13 12:25 0.91 0.29 03:25 0.026 12:25 0.330 0.068 0.068 03/03/2021 03:25 4.06 12:35 14.81 5.56 11:10 0.20 13:45 1.24 0.34 03:25 0.031 13:45 0.469 0.069 0.069 0.09 03/04/2021 23:55 1.29 13:40 10.67 3.96 04:25 0.15 18:00 3.29 1.26 04:25 0.021 15:20 0.214 0.075 0.075 03/05/2021 03:40 1.18 09:10 2.31 1.44 04:35 1.07 18:30 3.36 2.64 04:35 0.027 09:10 0.164 0.087 0.087 03/06/2021 04:05 1.22 09:40 2.31 1.49 05:15 1.08 14:55 3.39 2.68 04:10 0.031 14:50 0.160 0.093 0.093 03/07/2021 02:05 1.17 13:25 1.58 1.38 01:35 1.07 13:20 3.37 2.41 02:05 0.027 13:20 0.122 0.075 0.075 03/08/2021 01:20 1.16 11:55 1.69 1.44 05:20 1.14 17:05 3.34 2.59 05:20 0.029 11:55 0.119 0.086 0.086 03/09/2021 03:20 1.11 06:10 1.83 1.45 05:15 1.20 18:40 3.36 2.58 05:15 0.030 06:10 0.136 0.086 0.086 0.15 03/10/2021 01:15 1.25 14:10 1.93 1.52 02:40 1.07 06:05 3.39 2.66 02:40 0.030 11:45 0.151 0.094 0.094 0.98 03/11/2021 03:00 1.26 14:15 1.85 1.47 05:25 1.07 14:05 3.39 2.56 05:25 0.029 14:15 0.143 0.086 0.086 0.08 03/12/2021 00:35 1.24 13:10 2.06 1.61 05:15 0.94 13:10 3.60 2.82 05:15 0.025 13:10 0.192 0.112 0.112 03/13/2021 01:05 1.49 17:05 2.00 1.69 05:05 1.76 17:05 3.49 3.18 05:05 0.065 17:05 0.179 0.129 0.129 03/14/2021 01:30 1.49 14:15 2.01 1.72 03:45 2.40 16:25 3.50 3.20 02:00 0.090 14:15 0.177 0.133 0.133 03/15/2021 04:05 1.55 04:10 2.06 1.79 23:50 2.41 11:35 3.47 3.22 23:50 0.098 09:35 0.177 0.141 0.141 0.18 03/16/2021 04:45 1.54 15:35 2.15 1.85 02:05 2.06 15:35 3.49 3.16 02:05 0.082 15:35 0.199 0.146 0.146 03/17/2021 02:00 1.51 10:50 2.41 1.89 02:50 2.19 10:50 3.54 3.20 02:50 0.090 10:50 0.237 0.152 0.152 03/18/2021 00:15 1.55 15:30 2.10 1.88 04:35 2.58 15:30 3.59 3.26 00:15 0.100 15:30 0.197 0.153 0.153 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM07, Pipe Height: 10.38 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-52

11.13.a
Sewer Master Plan Update Packet Pg. 443
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

2.30 2.31

4.061

0.097

1.53 Page B-53

11.13.a
Sewer Master Plan Update Packet Pg. 444
Site Commentary
Site Information
Chino_FM08
Pipe Dimensions 15.25 "
Silt Level 0.00"
Overview
Site Chino_FM08 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. Weekday and weekend flow patterns differ indicating some portion of non-residential flow is serviced by this line. No surcharge conditions were experienced at this location. Review of the scattergraph shows a small but repeatable hydraulic jump occurring at this monitoring location.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

This line is located downstream of location Chino_ FM18 and Chino_FM19. A review of balancing indicates no problem. Chino_ FM18 and Chino_FM19 are overflow pipes and do not carry the main upstream flow.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 4.38 3.01 0.615
Minimum 2.42 2.05 0.181
Maximum 6.86 3.65 1.298
Time of Minimum 2/27/2021 4:55 AM 3/5/2021 4:45 AM 2/27/2021 4:55 AM Time of Maximum 3/9/2021 12:05 PM 3/9/2021 1:00 PM 3/9/2021 12:05 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-54

11.13.a
Sewer Master Plan Update Packet Pg. 445
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM08

15.25 Good straight through flow
Not investigated

0.25"

3.16 10'
Precast/Good
VCP/Good

3.75 2/4/21 @ 9:00am
Standard Traffic Control with No Safety Concerns
4780 Eucalyptus Ave
Not Investigated

15.25 2/4/21
Sensor
Location
10'

15.25 x 15.25
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
N-6-23
Page B-55

11.13.a
Sewer Master Plan Update Packet Pg. 446
Page B-56

11.13.a
Sewer Master Plan Update Packet Pg. 447
Page B-57

11.13.a
Sewer Master Plan Update Packet Pg. 448
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 04:50 2.99 11:20 6.32 4.90 04:30 2.64 14:25 3.58 3.17 04:50 0.302 11:20 1.132 0.747 0.747 02/06/2021 04:15 2.78 10:50 5.61 3.83 04:10 2.54 11:05 3.38 2.90 04:15 0.261 10:45 0.919 0.476 0.476 02/07/2021 04:30 2.78 11:30 4.35 3.58 06:15 2.48 11:35 3.04 2.81 04:30 0.257 11:30 0.585 0.417 0.417 02/08/2021 04:45 2.92 12:25 6.58 4.95 04:35 2.57 12:25 3.64 3.18 04:40 0.283 12:25 1.231 0.766 0.766 02/09/2021 04:35 2.90 15:35 6.33 4.79 04:35 2.61 10:05 3.59 3.15 04:35 0.283 15:35 1.149 0.717 0.717 02/10/2021 04:00 2.62 17:30 6.32 4.72 04:55 2.11 17:30 3.53 3.08 04:00 0.212 17:30 1.132 0.697 0.697 02/11/2021 04:15 2.73 11:25 6.51 4.68 04:05 2.26 12:05 3.57 3.09 04:15 0.228 11:25 1.175 0.689 0.689 02/12/2021 04:15 2.85 11:50 6.23 4.71 04:15 2.28 09:55 3.54 3.08 04:15 0.241 09:55 1.112 0.690 0.690 0.04 02/13/2021 01:50 2.96 08:30 4.67 3.68 02:45 2.25 08:30 3.13 2.81 02:45 0.253 08:30 0.668 0.432 0.432 02/14/2021 07:25 2.56 11:30 3.98 3.37 04:55 2.05 13:40 2.95 2.67 07:25 0.199 09:45 0.497 0.366 0.366 02/15/2021 04:55 2.80 13:50 5.87 4.62 03:40 2.29 12:15 3.43 3.04 04:55 0.239 13:50 0.992 0.665 0.665 02/16/2021 02:05 2.91 11:00 6.39 4.79 03:25 2.16 11:00 3.56 3.10 04:25 0.252 11:00 1.161 0.711 0.711 0.01 02/17/2021 04:30 2.85 12:00 5.88 4.73 04:35 2.19 13:20 3.50 3.10 04:30 0.236 12:00 1.001 0.698 0.698 02/18/2021 04:45 2.83 11:50 6.04 4.64 04:50 2.33 10:25 3.47 3.08 04:45 0.245 11:50 1.034 0.671 0.671 02/19/2021 04:15 2.86 14:40 6.32 4.64 04:30 2.44 14:40 3.57 3.11 04:10 0.275 14:40 1.144 0.681 0.681 02/20/2021 04:00 2.75 12:05 4.85 3.55 01:55 2.28 11:55 3.19 2.78 02:00 0.239 12:05 0.709 0.408 0.408 02/21/2021 06:05 2.56 19:50 4.14 3.41 05:30 2.16 19:50 3.00 2.70 06:05 0.200 19:50 0.540 0.377 0.377 02/22/2021 03:10 2.71 09:20 5.99 4.63 03:10 2.28 12:25 3.49 3.08 03:10 0.224 11:05 1.029 0.678 0.678 02/23/2021 03:50 2.94 16:15 5.90 4.71 04:15 2.35 08:55 3.48 3.13 04:15 0.263 16:15 1.014 0.698 0.698 02/24/2021 04:25 2.77 15:10 6.10 4.73 04:35 2.37 10:15 3.51 3.14 04:25 0.261 15:10 1.062 0.705 0.705 02/25/2021 03:25 2.71 09:50 6.35 4.70 04:20 2.36 09:50 3.57 3.13 03:25 0.246 09:50 1.152 0.701 0.701 02/26/2021 05:20 2.77 12:30 6.07 4.64 03:30 2.38 12:00 3.54 3.10 05:20 0.259 12:35 1.056 0.679 0.679 02/27/2021 04:55 2.42 09:30 4.47 3.39 04:45 2.15 09:30 3.10 2.71 04:55 0.181 09:30 0.623 0.375 0.375 02/28/2021 05:35 2.47 10:45 4.10 3.40 05:45 2.16 21:45 2.97 2.70 05:35 0.187 10:45 0.523 0.374 0.374 03/01/2021 03:05 2.77 13:05 6.53 4.67 03:15 2.27 13:05 3.61 3.09 03:05 0.236 13:05 1.208 0.690 0.690 03/02/2021 04:20 2.58 14:50 6.06 4.65 04:25 2.38 09:35 3.50 3.12 04:20 0.227 14:50 1.060 0.686 0.686 03/03/2021 03:20 3.02 11:00 6.24 4.83 04:10 2.40 14:00 3.52 3.14 04:10 0.278 11:00 1.109 0.728 0.728 0.09 03/04/2021 04:45 2.68 11:05 6.15 4.72 03:45 2.30 09:20 3.51 3.12 04:45 0.224 11:05 1.086 0.703 0.703 03/05/2021 04:50 2.50 11:00 6.06 4.62 04:45 2.05 11:20 3.53 3.08 04:45 0.182 11:20 1.060 0.675 0.675 03/06/2021 04:45 2.50 10:35 5.57 4.24 02:15 2.18 10:40 3.41 2.99 02:15 0.193 10:40 0.922 0.577 0.577 03/07/2021 04:55 2.54 11:35 4.35 3.47 02:40 2.20 11:35 3.05 2.74 04:55 0.202 11:35 0.589 0.389 0.389 03/08/2021 04:40 2.68 11:15 6.22 4.66 04:20 2.28 11:10 3.54 3.09 04:40 0.223 11:15 1.110 0.687 0.687 03/09/2021 04:40 2.64 12:05 6.86 4.66 04:35 2.23 13:00 3.65 3.11 04:40 0.213 12:05 1.298 0.690 0.690 0.15 03/10/2021 03:15 2.69 07:40 5.56 4.12 03:15 2.27 07:40 3.38 2.97 03:15 0.221 07:40 0.912 0.541 0.541 0.98 03/11/2021 02:45 2.95 09:15 6.11 4.72 05:05 2.52 17:15 3.53 3.14 02:45 0.290 09:15 1.073 0.701 0.701 0.08 03/12/2021 04:15 2.81 09:25 5.93 4.58 04:15 2.33 11:00 3.53 3.08 04:15 0.242 09:25 1.025 0.663 0.663 03/13/2021 05:25 2.65 13:05 5.82 4.32 02:15 2.26 13:05 3.51 2.99 02:20 0.220 13:05 1.008 0.595 0.595 03/14/2021 04:05 2.45 11:20 4.60 3.39 05:05 2.06 11:20 3.09 2.69 04:05 0.184 11:20 0.643 0.373 0.373 03/15/2021 03:30 2.62 10:20 6.22 4.66 03:10 2.21 16:45 3.52 3.08 03:35 0.212 10:20 1.097 0.688 0.688 0.18 03/16/2021 03:15 2.57 11:05 6.31 4.65 03:10 2.12 14:55 3.54 3.09 03:15 0.198 11:05 1.131 0.682 0.682 03/17/2021 02:40 2.78 14:55 5.92 4.63 04:25 2.29 10:00 3.51 3.10 04:15 0.236 14:55 1.017 0.678 0.678 03/18/2021 04:15 2.54 14:10 6.12 4.65 04:15 2.16 14:05 3.52 3.07 04:15 0.194 14:05 1.084 0.682 0.682 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM08, Pipe Height: 15.25 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-58

11.13.a
Sewer Master Plan Update Packet Pg. 449
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

4.38 3.01

25.845

0.615

1.53 Page B-59

11.13.a
Sewer Master Plan Update Packet Pg. 450
Site Commentary
Site Information
Chino_FM09
Pipe Dimensions 11.88 "
Silt Level 0.00"
Overview
Site Chino_FM09 functioned under very low flow conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow was typically stagnant.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions were at the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.03 0.00 0.000
Minimum 0.00 0.00 0.000
Maximum 1.43 0.00 0.000
Time of Minimum 2/5/2021 12:00 AM 2/5/2021 12:00 AM 2/5/2021 12:00 AM Time of Maximum 3/10/2021 7:10 AM 2/5/2021 12:00 AM 2/5/2021 12:00 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-60

11.13.a
Sewer Master Plan Update Packet Pg. 451
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM09

11.88 No flow
Not investigated

0.25"

0.00 10'
Precast/Good
VCP/Good

0.00 2/3/21 @
Standard Traffic Control with No Safety Concerns
14514 Central (Located on Eucalyptus)
Not Investigated

11.88 2/3/21
Sensor
10'
Location

11.88 x 11.88
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
N-7-27
Page B-61

11.13.a
Sewer Master Plan Update Packet Pg. 452
Page B-62

11.13.a
Sewer Master Plan Update Packet Pg. 453
Page B-63

11.13.a
Sewer Master Plan Update Packet Pg. 454
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/06/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/07/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/08/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/09/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/10/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/11/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/12/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.04 02/13/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/14/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/15/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/16/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.01 02/17/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/18/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/19/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/20/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/21/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/22/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/23/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/24/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/25/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/26/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/27/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/28/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/01/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/02/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/03/2021 00:00 0.00 13:25 0.98 0.08 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.09 03/04/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/05/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/06/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/07/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/08/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/09/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.15 03/10/2021 00:00 0.00 07:10 1.43 0.60 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.98 03/11/2021 13:35 0.00 01:40 1.31 0.55 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.08 03/12/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/13/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/14/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/15/2021 00:00 0.00 09:25 0.80 0.13 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.18 03/16/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/17/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/18/2021 00:00 0.00 00:00 0.00 0.00 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM09, Pipe Height: 11.88 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-64

11.13.a
Sewer Master Plan Update Packet Pg. 455
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

0.03 0.00

0.000

0.000

1.53 Page B-65

11.13.a
Sewer Master Plan Update Packet Pg. 456
Site Commentary
Site Information
Chino_FM10
Pipe Dimensions 7.88 " x 7.75"
Silt Level 0.00"
Overview
Site Chino_FM10 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 1.76 2.26 0.084
Minimum 1.19 0.99 0.023
Maximum 2.42 3.00 0.154
Time of Minimum 2/13/2021 5:30 AM 2/15/2021 4:10 AM 2/15/2021 4:10 AM Time of Maximum 2/24/2021 8:15 AM 2/26/2021 8:20 AM 2/24/2021 8:15 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-66

11.13.a
Sewer Master Plan Update Packet Pg. 457
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM10

7.88 Good straight through flow
Not investigated

0.25"

2.84 10'
Precast/Good
VCP/Good

2.00 2/1/21 @ 2:30pm
Standard Traffic Control with No Safety Concerns
14596 San Antonio Ave
Not Investigated

7.75 2/1/21
Sensor
10'
Location

7.88 x 7.75
FM10
(N-11-81)
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
f ol w
dir.

Chino
N-11-81
FM11
(N-11-82)
Page B-67

11.13.a
Sewer Master Plan Update Packet Pg. 458
Page B-68

11.13.a
Sewer Master Plan Update Packet Pg. 459
Page B-69

11.13.a
Sewer Master Plan Update Packet Pg. 460
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 01:40 1.25 19:55 2.00 1.68 04:35 1.37 20:25 2.88 2.29 04:35 0.032 20:25 0.123 0.079 0.079 02/06/2021 05:05 1.34 10:05 2.11 1.74 03:00 1.41 12:55 2.87 2.33 05:05 0.035 10:05 0.128 0.085 0.085 02/07/2021 06:25 1.25 10:30 2.25 1.77 05:25 1.10 13:00 2.83 2.28 05:25 0.025 10:55 0.141 0.086 0.086 02/08/2021 04:10 1.27 20:25 2.16 1.76 04:10 1.30 08:15 2.79 2.27 04:10 0.029 20:25 0.131 0.084 0.084 02/09/2021 05:05 1.35 20:30 2.11 1.76 03:55 1.21 20:20 2.81 2.26 03:55 0.030 20:20 0.127 0.083 0.083 02/10/2021 05:25 1.22 21:30 2.25 1.78 04:40 1.31 21:15 2.78 2.27 05:25 0.031 21:30 0.141 0.085 0.085 02/11/2021 03:50 1.30 09:10 2.30 1.80 04:50 1.37 21:55 2.83 2.29 03:45 0.032 09:10 0.144 0.087 0.087 02/12/2021 01:00 1.26 21:10 2.32 1.74 03:00 1.31 20:55 2.81 2.21 01:00 0.030 21:10 0.144 0.081 0.081 02/13/2021 05:30 1.19 11:40 2.27 1.73 04:55 1.20 13:40 2.80 2.26 05:30 0.024 10:45 0.139 0.083 0.083 02/14/2021 03:40 1.26 10:50 2.13 1.71 05:05 1.22 10:10 2.83 2.30 05:05 0.029 10:35 0.131 0.082 0.082 02/15/2021 04:20 1.26 21:00 2.14 1.72 04:10 0.99 20:15 2.91 2.28 04:10 0.023 20:15 0.134 0.082 0.082 02/16/2021 02:25 1.26 20:50 2.24 1.74 04:20 1.04 19:00 2.82 2.23 04:20 0.024 20:50 0.141 0.081 0.081 02/17/2021 01:50 1.25 18:30 2.26 1.73 03:55 1.16 14:10 2.85 2.27 03:55 0.027 18:30 0.141 0.082 0.082 02/18/2021 03:35 1.21 20:40 2.23 1.71 04:10 1.09 21:55 2.85 2.25 04:00 0.025 20:40 0.139 0.081 0.081 02/19/2021 04:55 1.27 21:45 2.18 1.75 03:55 1.38 21:45 2.79 2.24 04:55 0.035 21:45 0.135 0.082 0.082 02/20/2021 04:25 1.38 12:05 2.24 1.78 04:20 1.41 17:35 2.83 2.31 04:20 0.036 12:05 0.140 0.086 0.086 02/21/2021 02:30 1.35 11:50 2.38 1.81 04:25 1.53 19:15 2.87 2.29 02:30 0.039 11:50 0.149 0.088 0.088 02/22/2021 03:20 1.20 21:35 2.41 1.86 05:10 1.21 20:55 2.81 2.23 03:20 0.029 20:20 0.153 0.090 0.090 02/23/2021 04:45 1.20 19:55 2.39 1.80 04:25 1.08 22:00 2.92 2.20 04:25 0.024 19:55 0.151 0.085 0.085 02/24/2021 04:55 1.30 08:15 2.42 1.84 05:20 1.20 08:00 2.85 2.21 05:20 0.030 08:15 0.154 0.087 0.087 02/25/2021 03:45 1.23 22:30 2.17 1.79 02:25 1.23 20:45 2.85 2.22 03:45 0.027 22:30 0.134 0.084 0.084 02/26/2021 02:10 1.46 08:40 2.29 1.84 03:00 1.47 08:20 3.00 2.19 02:10 0.041 08:20 0.151 0.086 0.086 02/27/2021 04:15 1.23 08:45 2.24 1.76 04:45 1.47 11:00 2.84 2.28 03:50 0.035 09:10 0.141 0.085 0.085 02/28/2021 06:00 1.21 19:25 2.12 1.71 00:40 1.36 20:30 2.86 2.27 04:10 0.029 19:25 0.131 0.082 0.082 03/01/2021 04:05 1.29 08:25 2.05 1.71 03:55 1.33 19:05 2.84 2.27 04:10 0.031 08:30 0.124 0.081 0.081 03/02/2021 04:45 1.30 20:20 2.22 1.76 02:05 1.31 21:55 2.84 2.29 02:05 0.032 20:20 0.137 0.085 0.085 03/03/2021 04:30 1.43 08:15 2.16 1.78 04:25 1.48 18:00 2.79 2.34 04:25 0.041 08:15 0.132 0.087 0.087 0.23 03/04/2021 04:40 1.22 19:25 2.16 1.71 04:50 1.30 19:45 2.83 2.23 04:50 0.029 19:25 0.131 0.079 0.079 03/05/2021 04:40 1.23 08:25 2.15 1.74 04:20 1.25 20:15 2.78 2.21 04:40 0.029 08:25 0.130 0.080 0.080 03/06/2021 04:15 1.26 19:00 2.18 1.76 04:00 1.29 11:50 2.81 2.26 04:15 0.029 19:00 0.132 0.083 0.083 03/07/2021 04:20 1.36 11:45 2.13 1.79 05:10 1.33 21:05 2.84 2.31 05:10 0.035 11:45 0.128 0.087 0.087 03/08/2021 04:10 1.23 20:20 2.06 1.76 04:10 1.32 19:25 2.95 2.25 04:10 0.028 21:15 0.125 0.084 0.084 03/09/2021 04:55 1.43 19:10 2.14 1.80 03:35 1.40 21:50 2.84 2.30 03:35 0.038 19:10 0.132 0.087 0.087 0.02 03/10/2021 04:45 1.36 20:25 2.17 1.77 04:35 1.37 17:40 2.80 2.27 04:35 0.034 20:25 0.132 0.085 0.085 0.86 03/11/2021 04:10 1.34 20:35 2.22 1.79 01:55 1.49 21:05 2.80 2.24 04:10 0.036 20:35 0.132 0.085 0.085 0.09 03/12/2021 02:50 1.43 08:35 2.16 1.78 02:55 1.42 08:35 2.76 2.27 02:55 0.038 08:35 0.132 0.084 0.084 0.12 03/13/2021 05:25 1.35 09:50 2.11 1.75 05:10 1.31 16:30 2.87 2.31 05:10 0.032 09:35 0.127 0.084 0.084 03/14/2021 04:10 1.34 19:25 2.18 1.76 03:45 1.27 12:55 2.83 2.27 03:45 0.031 19:45 0.134 0.084 0.084 03/15/2021 03:45 1.32 07:15 2.21 1.75 03:40 1.29 21:25 2.76 2.23 03:40 0.031 07:20 0.134 0.082 0.082 0.14 03/16/2021 01:55 1.37 21:00 2.05 1.75 02:10 1.48 22:35 2.79 2.23 02:10 0.038 21:00 0.120 0.081 0.081 03/17/2021 04:40 1.26 20:20 2.16 1.72 04:40 1.24 20:35 2.83 2.19 04:40 0.028 20:20 0.131 0.079 0.079 03/18/2021 04:25 1.34 22:10 2.14 1.78 02:05 1.49 22:25 2.80 2.30 02:05 0.038 22:10 0.132 0.086 0.086 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM10, Pipe Height: 7.88 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-70

11.13.a
Sewer Master Plan Update Packet Pg. 461
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

1.76 2.26

3.519

0.084

1.46 Page B-71

11.13.a
Sewer Master Plan Update Packet Pg. 462
Site Commentary
Site Information
Chino_FM11
Pipe Dimensions 14.88 "
Silt Level 0.00"
Overview
Site Chino_FM11 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 4.65 3.53 0.761
Minimum 2.84 2.11 0.227
Maximum 6.89 4.27 1.511
Time of Minimum 3/8/2021 3:50 AM 2/8/2021 5:00 AM 3/8/2021 3:50 AM Time of Maximum 2/6/2021 6:40 PM 3/17/2021 8:50 PM 2/6/2021 6:40 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-72

11.13.a
Sewer Master Plan Update Packet Pg. 463
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM11

14.88 Good straight through flow
Not investigated

0.25"

4.05 12'
Precast/Good
VCP/Good

5.13 2/1/21 @ 2:00pm
Standard Traffic Control with No Safety Concerns
14596 San Antonio Ave
Not Investigated

14.88 2/1/21
Sensor
12'
Location

14.88 x 14.88
FM10
(N-11-81)
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
f ol w
dir.

Chino
N-11-82
FM11
(N-11-82)
Page B-73

11.13.a
Sewer Master Plan Update Packet Pg. 464
Page B-74

11.13.a
Sewer Master Plan Update Packet Pg. 465
Page B-75

11.13.a
Sewer Master Plan Update Packet Pg. 466
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 04:20 3.00 20:35 5.59 4.64 04:00 2.20 09:20 4.06 3.53 04:20 0.269 20:35 1.062 0.759 0.759 02/06/2021 05:50 3.07 18:40 6.89 4.76 05:00 2.30 18:40 4.27 3.54 05:50 0.270 18:40 1.511 0.793 0.793 02/07/2021 04:50 3.06 12:50 6.33 4.87 04:55 2.27 13:35 4.13 3.56 04:55 0.271 12:50 1.285 0.827 0.827 02/08/2021 04:30 3.15 20:55 5.95 4.68 05:00 2.11 20:45 4.08 3.54 05:00 0.277 20:50 1.187 0.769 0.769 02/09/2021 04:25 2.90 21:30 5.77 4.57 03:50 2.41 20:55 4.06 3.56 04:25 0.267 21:25 1.134 0.751 0.751 02/10/2021 04:20 3.15 20:45 5.83 4.61 03:40 2.36 20:25 4.05 3.58 03:40 0.294 20:20 1.133 0.760 0.760 02/11/2021 03:25 3.18 21:15 5.97 4.63 03:45 2.36 20:25 4.16 3.56 03:25 0.319 20:25 1.210 0.760 0.760 02/12/2021 04:30 3.08 20:30 5.33 4.51 04:50 2.32 18:50 3.96 3.53 04:40 0.283 11:05 0.980 0.725 0.725 02/13/2021 04:45 3.08 12:20 5.87 4.64 04:25 2.31 09:45 4.02 3.53 04:50 0.275 12:20 1.142 0.760 0.760 02/14/2021 05:00 3.12 12:30 5.90 4.67 04:50 2.32 12:25 4.04 3.54 04:50 0.287 12:30 1.161 0.773 0.773 02/15/2021 04:55 3.11 20:35 6.00 4.68 04:35 2.32 20:40 4.10 3.56 04:35 0.288 20:40 1.205 0.775 0.775 02/16/2021 04:00 2.95 20:10 5.95 4.57 04:45 2.29 21:05 4.12 3.58 04:00 0.257 20:10 1.197 0.755 0.755 02/17/2021 04:10 3.04 20:15 5.84 4.57 04:05 2.38 21:00 4.14 3.62 04:10 0.282 20:20 1.168 0.760 0.760 02/18/2021 04:50 3.10 21:05 5.83 4.51 04:45 2.29 21:10 4.12 3.59 04:45 0.272 21:05 1.170 0.740 0.740 02/19/2021 04:20 3.11 20:05 5.41 4.53 03:55 2.37 10:10 4.01 3.58 04:20 0.286 20:10 1.027 0.742 0.742 02/20/2021 03:55 3.13 11:30 5.90 4.67 05:30 2.17 12:25 4.07 3.55 05:30 0.272 11:30 1.169 0.772 0.772 02/21/2021 04:30 3.00 20:25 5.95 4.74 05:05 2.25 19:40 4.07 3.52 05:10 0.268 20:25 1.175 0.789 0.789 02/22/2021 04:05 3.00 20:35 6.04 4.81 04:55 2.29 19:50 4.10 3.53 04:55 0.272 20:20 1.200 0.802 0.802 02/23/2021 04:00 3.28 21:00 5.96 4.65 03:55 2.32 20:30 4.19 3.57 03:55 0.297 21:00 1.202 0.767 0.767 02/24/2021 03:30 2.98 20:25 5.64 4.50 03:20 2.30 21:50 4.15 3.61 03:30 0.264 20:25 1.120 0.745 0.745 02/25/2021 04:20 2.96 20:35 5.56 4.48 04:30 2.34 20:35 4.19 3.63 04:20 0.259 20:35 1.117 0.741 0.741 02/26/2021 04:35 3.17 09:05 5.49 4.54 04:35 2.36 12:10 4.19 3.59 04:35 0.287 09:10 1.061 0.745 0.745 02/27/2021 04:55 2.99 11:10 6.00 4.74 04:55 2.32 12:40 4.08 3.51 04:55 0.259 11:20 1.195 0.782 0.782 02/28/2021 05:20 3.00 20:30 6.09 4.90 06:00 2.25 09:35 4.05 3.47 06:00 0.256 20:30 1.188 0.814 0.814 03/01/2021 04:40 3.01 21:20 5.99 4.78 04:40 2.28 20:50 3.98 3.44 04:40 0.257 21:20 1.168 0.771 0.771 03/02/2021 04:10 3.09 21:20 6.22 4.75 04:00 2.22 20:25 3.96 3.40 04:00 0.264 21:20 1.203 0.757 0.757 03/03/2021 04:25 2.98 20:35 5.93 4.74 04:30 2.28 19:30 3.96 3.40 04:30 0.257 20:35 1.134 0.753 0.753 0.23 03/04/2021 04:35 3.07 20:50 6.15 4.78 04:00 2.18 20:00 3.97 3.42 04:00 0.255 20:55 1.182 0.768 0.768 03/05/2021 03:55 3.20 09:05 5.60 4.76 04:20 2.25 19:10 3.96 3.44 04:30 0.291 20:05 1.044 0.758 0.758 03/06/2021 04:35 3.02 10:55 5.97 4.78 05:25 2.23 11:30 3.89 3.40 05:10 0.260 10:55 1.133 0.764 0.764 03/07/2021 05:00 2.96 20:40 5.97 4.79 05:00 2.24 21:40 4.01 3.47 05:00 0.247 20:40 1.164 0.788 0.788 03/08/2021 03:50 2.84 20:50 6.11 4.59 03:50 2.19 19:15 4.03 3.48 03:50 0.227 20:50 1.193 0.738 0.738 03/09/2021 03:55 2.95 20:50 5.87 4.60 03:30 2.29 19:15 4.03 3.49 03:30 0.270 19:55 1.139 0.741 0.741 0.02 03/10/2021 02:55 3.11 21:15 5.92 4.66 02:45 2.68 19:15 4.11 3.55 02:50 0.321 21:10 1.167 0.762 0.762 0.86 03/11/2021 03:30 3.10 20:20 5.96 4.63 03:15 2.33 20:20 4.21 3.53 03:15 0.278 20:20 1.228 0.754 0.754 0.09 03/12/2021 04:05 2.96 08:35 5.34 4.51 04:10 2.22 09:25 4.17 3.50 04:10 0.248 08:35 1.022 0.722 0.722 0.12 03/13/2021 04:45 2.90 10:35 5.91 4.63 04:30 2.19 12:30 4.11 3.50 04:45 0.257 12:30 1.161 0.754 0.754 03/14/2021 05:25 3.01 20:15 5.92 4.69 04:40 2.31 11:00 4.26 3.58 05:25 0.263 20:15 1.180 0.786 0.786 03/15/2021 02:25 3.15 20:15 6.03 4.57 03:45 2.38 19:20 4.10 3.58 03:20 0.296 20:15 1.178 0.752 0.752 0.14 03/16/2021 02:30 3.07 21:10 5.90 4.50 03:25 2.46 21:25 4.20 3.60 02:30 0.290 21:15 1.186 0.741 0.741 03/17/2021 03:20 2.94 20:55 5.74 4.44 03:30 2.35 20:50 4.27 3.58 03:20 0.260 20:50 1.180 0.725 0.725 03/18/2021 03:40 3.02 20:55 5.76 4.50 04:05 2.36 20:45 4.08 3.57 03:50 0.278 20:45 1.131 0.732 0.732 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM11, Pipe Height: 14.88 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-76

11.13.a
Sewer Master Plan Update Packet Pg. 467
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

4.65 3.53

31.975

0.761

1.46 Page B-77

11.13.a
Sewer Master Plan Update Packet Pg. 468
Site Commentary
Site Information
Chino_FM12
Pipe Dimensions 10.00 "
Silt Level 0.00"
Overview
Site Chino_FM12 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. Review of the scattergraph shows that backwater conditions occurred on February 8, 2021 and March 7, 2021. In addition, the scattergraph indicates that the line is impacted by the buildup and shedding of debris.

Flow, depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

This line is located upstream of location Chino_FM15. See location Chino_FM15 for balancing details.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 1.95 2.09 0.105
Minimum 1.31 0.76 0.031
Maximum 2.95 2.78 0.199
Time of Minimum 2/21/2021 5:50 AM 3/7/2021 5:05 AM 2/8/2021 5:35 AM Time of Maximum 2/8/2021 7:15 PM 2/12/2021 5:55 PM 2/20/2021 11:05 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-78

11.13.a
Sewer Master Plan Update Packet Pg. 469
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM12

10.00 Good straight through flow
Not investigated

0.25"

0.84 12'
Precast/Good
VCP/Good

1.50 2/2/21 @ 2:00pm
Standard Traffic Control with No Safety Concerns
13841 Roswell Ave
Not Investigated

10.00 2/2/21
Sensor
12'
Location

10.00 x 10.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
P-4-6
Page B-79

11.13.a
Sewer Master Plan Update Packet Pg. 470
Page B-80

11.13.a
Sewer Master Plan Update Packet Pg. 471
Page B-81

11.13.a
Sewer Master Plan Update Packet Pg. 472
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 03:50 1.42 12:30 2.37 1.94 03:55 1.15 21:35 2.47 2.04 03:55 0.035 13:15 0.150 0.102 0.102 02/06/2021 05:35 1.33 10:20 2.57 1.92 03:55 1.14 10:25 2.51 2.00 03:40 0.034 10:20 0.173 0.100 0.100 02/07/2021 05:15 1.35 00:30 2.31 1.89 03:15 1.14 00:30 2.44 1.95 05:25 0.033 00:30 0.151 0.095 0.095 02/08/2021 05:35 1.31 19:15 2.95 1.99 03:40 1.14 10:15 2.46 1.91 05:35 0.031 20:20 0.168 0.098 0.098 02/09/2021 02:45 1.31 10:05 2.37 1.90 02:25 1.15 18:10 2.58 2.00 02:25 0.032 10:05 0.151 0.098 0.098 02/10/2021 05:30 1.43 13:50 2.30 1.97 03:40 1.45 11:35 2.58 2.13 03:40 0.048 11:40 0.156 0.108 0.108 02/11/2021 04:20 1.51 13:40 2.33 1.96 02:55 1.16 09:30 2.54 2.10 02:55 0.040 09:30 0.147 0.105 0.105 02/12/2021 04:40 1.51 18:15 2.41 1.98 04:05 1.36 17:55 2.78 2.15 04:05 0.047 18:00 0.173 0.109 0.109 0.04 02/13/2021 05:50 1.50 11:10 2.45 2.00 01:40 1.24 11:05 2.66 2.09 02:10 0.045 11:10 0.179 0.108 0.108 02/14/2021 05:25 1.51 13:30 2.37 1.97 05:05 1.17 11:55 2.61 2.08 05:05 0.040 12:50 0.155 0.106 0.106 02/15/2021 04:00 1.44 10:20 2.50 1.98 04:25 1.25 19:45 2.51 2.02 04:25 0.040 10:20 0.168 0.104 0.104 02/16/2021 05:15 1.49 09:35 2.41 1.98 02:55 1.14 09:35 2.63 2.08 02:55 0.041 09:35 0.172 0.106 0.106 0.01 02/17/2021 05:00 1.34 19:25 2.49 1.94 05:40 1.14 19:25 2.73 2.03 04:40 0.033 19:25 0.187 0.102 0.102 02/18/2021 05:30 1.38 10:35 2.37 1.93 05:25 1.26 18:45 2.61 2.08 05:25 0.038 10:25 0.155 0.103 0.103 02/19/2021 04:05 1.37 13:40 2.40 1.94 04:05 1.22 13:25 2.60 2.07 04:05 0.036 13:20 0.157 0.103 0.103 02/20/2021 05:10 1.39 11:05 2.57 1.90 05:05 1.27 11:05 2.77 2.07 05:25 0.041 11:05 0.199 0.101 0.101 02/21/2021 05:50 1.31 12:05 2.40 1.89 05:15 1.14 20:20 2.57 2.07 05:15 0.031 12:00 0.156 0.100 0.100 02/22/2021 05:05 1.40 10:20 2.45 1.89 03:55 1.27 11:05 2.59 2.11 03:55 0.039 10:25 0.167 0.101 0.101 02/23/2021 05:00 1.40 10:50 2.30 1.85 02:05 1.18 15:40 2.50 2.07 04:20 0.039 10:50 0.146 0.096 0.096 02/24/2021 05:10 1.43 17:00 2.34 1.89 02:05 1.17 11:30 2.64 2.13 02:05 0.038 11:20 0.149 0.102 0.102 02/25/2021 05:20 1.51 10:15 2.30 1.91 03:30 1.16 19:10 2.59 2.13 03:30 0.041 10:15 0.152 0.103 0.103 02/26/2021 05:30 1.42 11:35 2.49 1.97 03:00 1.36 11:30 2.70 2.15 02:35 0.044 11:35 0.184 0.109 0.109 02/27/2021 05:40 1.38 21:30 2.22 1.88 05:30 1.20 11:00 2.65 2.12 05:30 0.035 12:00 0.150 0.102 0.102 02/28/2021 05:05 1.38 20:20 2.37 1.94 02:35 1.34 11:15 2.69 2.12 05:05 0.041 20:20 0.153 0.105 0.105 03/01/2021 03:55 1.41 08:45 2.46 1.97 03:35 1.23 11:50 2.48 2.04 04:05 0.040 08:45 0.164 0.104 0.104 03/02/2021 06:20 1.51 09:45 2.38 1.98 00:50 1.32 21:30 2.49 2.04 04:30 0.047 09:45 0.157 0.103 0.103 03/03/2021 04:10 1.43 19:50 2.54 2.00 04:15 1.15 18:40 2.62 2.04 04:15 0.036 19:55 0.173 0.107 0.107 0.09 03/04/2021 05:00 1.36 11:25 2.52 1.99 04:25 1.33 20:45 2.62 2.05 05:05 0.041 11:25 0.172 0.107 0.107 03/05/2021 04:50 1.40 15:50 2.60 2.01 03:00 1.18 16:20 2.57 2.10 04:50 0.037 15:50 0.186 0.111 0.111 03/06/2021 05:45 1.52 18:45 2.34 1.94 05:40 1.19 11:10 2.58 2.12 05:40 0.040 18:50 0.152 0.105 0.105 03/07/2021 04:35 1.52 11:15 2.27 1.92 05:05 0.76 11:15 2.69 2.05 05:05 0.036 11:15 0.162 0.100 0.100 03/08/2021 04:50 1.45 10:35 2.37 1.89 02:50 1.15 11:15 2.64 2.09 02:50 0.039 10:35 0.154 0.100 0.100 03/09/2021 04:30 1.31 14:15 2.34 1.89 04:05 1.17 11:00 2.61 2.12 04:05 0.036 10:30 0.154 0.101 0.101 0.15 03/10/2021 02:15 1.51 15:10 2.34 1.91 00:25 1.43 19:15 2.71 2.23 02:10 0.051 15:10 0.154 0.107 0.107 0.98 03/11/2021 03:45 1.59 20:55 2.37 1.97 03:55 1.63 12:50 2.58 2.20 03:55 0.059 21:05 0.158 0.110 0.110 0.08 03/12/2021 03:05 1.47 12:20 2.66 2.01 03:45 1.20 18:50 2.60 2.16 03:45 0.041 16:45 0.187 0.113 0.113 03/13/2021 05:20 1.42 12:20 2.40 1.97 04:40 1.35 12:55 2.57 2.17 04:40 0.043 12:20 0.163 0.110 0.110 03/14/2021 06:00 1.52 12:45 2.42 1.98 06:00 1.43 09:30 2.74 2.14 06:00 0.048 09:30 0.165 0.109 0.109 03/15/2021 04:15 1.37 14:20 2.43 1.98 00:25 1.18 19:30 2.58 2.07 03:50 0.039 14:25 0.159 0.106 0.106 0.18 03/16/2021 04:35 1.52 15:50 2.49 2.03 00:40 1.30 20:35 2.63 2.13 04:35 0.047 20:35 0.161 0.113 0.113 03/17/2021 05:40 1.54 12:10 2.49 2.02 02:55 1.48 07:25 2.59 2.16 05:05 0.054 12:10 0.177 0.113 0.113 03/18/2021 04:00 1.53 22:20 2.41 2.00 04:00 1.51 20:50 2.65 2.20 04:00 0.051 20:50 0.168 0.112 0.112 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM12, Pipe Height: 10.00 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-82

11.13.a
Sewer Master Plan Update Packet Pg. 473
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

1.95 2.09

4.395

0.105

1.53 Page B-83

11.13.a
Sewer Master Plan Update Packet Pg. 474
Site Commentary
Site Information
Chino_FM13
Pipe Dimensions 17.88 "
Silt Level 0.00"
Overview
Site Chino_FM13 exhibited dry pipe/very low depth conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. Depth increased three times throughout the study period; no velocity was observed. Review of the scattergraph shows that flow was typically stagnant. The conditions present in this line allows debris to settle in this stretch of pipe.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions are at the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

This line is located upstream of location Chino_FM06. See location Chino_FM06 for balancing details.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.16 0.00 0.000
Minimum 0.00 0.00 0.000
Maximum 1.80 0.00 0.000
Time of Minimum 2/5/2021 6:20 AM 2/5/2021 12:00 AM 2/5/2021 12:00 AM Time of Maximum 3/15/2021 10:30 AM 2/5/2021 12:00 AM 2/5/2021 12:00 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-84

11.13.a
Sewer Master Plan Update Packet Pg. 475
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM13

17.88 No Flow/Dry Pipe
Not investigated

0.25"

0.00 12'
Precast/Good
VCP/Good

0.00 2/3/21 @ 1:00pm
Standard Traffic Control with No Safety Concerns
5181 Edison Ave
Not Investigated

17.88 2/3/21
12'

17.88 x 17.88
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
flow
dir.

Chino
O-7-12
Page B-85

11.13.a
Sewer Master Plan Update Packet Pg. 476
Page B-86

11.13.a
Sewer Master Plan Update Packet Pg. 477
Page B-87

11.13.a
Sewer Master Plan Update Packet Pg. 478
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 06:20 0.00 19:20 0.04 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/06/2021 00:35 0.00 11:45 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/07/2021 03:25 0.00 17:40 0.04 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/08/2021 00:15 0.00 18:55 0.06 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/09/2021 02:30 0.00 17:35 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/10/2021 00:00 0.00 14:15 0.03 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/11/2021 01:15 0.00 22:45 0.04 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/12/2021 03:20 0.00 00:00 0.03 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.04 02/13/2021 01:40 0.00 13:25 0.04 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/14/2021 00:15 0.00 21:40 0.03 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/15/2021 00:00 0.00 17:05 0.12 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/16/2021 01:20 0.00 09:00 0.04 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.01 02/17/2021 01:35 0.00 04:40 0.04 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/18/2021 00:55 0.00 06:40 0.03 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/19/2021 12:45 0.00 07:30 0.05 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/20/2021 02:00 0.00 13:05 0.04 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/21/2021 07:50 0.00 02:50 0.04 0.02 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/22/2021 00:00 0.00 13:45 0.03 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/23/2021 00:15 0.00 06:50 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/24/2021 00:00 0.00 12:30 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/25/2021 00:00 0.00 09:35 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/26/2021 02:00 0.00 10:15 0.03 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/27/2021 01:25 0.00 01:20 0.03 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 02/28/2021 01:05 0.00 09:30 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/01/2021 01:40 0.00 11:10 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/02/2021 00:15 0.00 06:10 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/03/2021 00:30 0.00 13:45 1.32 0.48 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.09 03/04/2021 08:10 0.00 00:05 0.71 0.14 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/05/2021 00:05 0.00 14:35 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/06/2021 01:30 0.00 18:40 0.04 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/07/2021 00:40 0.00 16:45 0.03 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/08/2021 00:05 0.00 15:00 0.04 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/09/2021 02:15 0.00 17:05 0.04 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.15 03/10/2021 00:15 0.00 06:25 1.75 1.35 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.98 03/11/2021 23:55 0.76 04:10 1.57 1.30 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.08 03/12/2021 08:50 0.00 00:00 0.76 0.17 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/13/2021 09:45 0.00 09:15 0.04 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/14/2021 01:30 0.00 14:05 0.03 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/15/2021 00:00 0.00 10:30 1.80 1.05 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 0.18 03/16/2021 23:55 0.90 00:00 1.51 1.23 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/17/2021 15:00 0.00 00:00 0.89 0.36 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 03/18/2021 00:00 0.00 10:40 0.05 0.01 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM13, Pipe Height: 17.88 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-88

11.13.a
Sewer Master Plan Update Packet Pg. 479
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

0.16 0.00

0.000

0.000

1.53 Page B-89

11.13.a
Sewer Master Plan Update Packet Pg. 480
Site Commentary
Site Information
Chino_FM14
Pipe Dimensions 14.75 " x 15.25 "
Silt Level 0.00"
Overview
Site Chino_FM14 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location however, review of the scattergraph shows that backwater did occur during the March 10, 2021 rain event.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.55 3.20 0.299
Minimum 1.92 1.29 0.082
Maximum 3.19 4.30 0.493
Time of Minimum 3/7/2021 5:15 AM 2/13/2021 5:15 AM 3/7/2021 4:30 AM Time of Maximum 3/10/2021 8:30 PM 2/16/2021 9:20 PM 2/16/2021 9:20 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-90

11.13.a
Sewer Master Plan Update Packet Pg. 481
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM14

14.75 Good straight through flow
Not investigated

0.25"

2.06 6'
Precast/Good
VCP/Good

1.88 2/2/21 @ 10:43am
Standard Traffic Control with No Safety Concerns
14323 Fern Ave
Not Investigated

15.25 2/2/21
Sensor
Location
6'

14.75 x 15.25
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
O-11-79
Page B-91

11.13.a
Sewer Master Plan Update Packet Pg. 482
Page B-92

11.13.a
Sewer Master Plan Update Packet Pg. 483
Page B-93

11.13.a
Sewer Master Plan Update Packet Pg. 484
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 04:40 2.00 06:35 2.78 2.58 04:40 1.57 13:30 3.98 3.29 04:40 0.101 19:35 0.402 0.312 0.312 02/06/2021 06:45 2.01 08:00 2.84 2.55 04:40 1.43 10:50 4.08 3.28 04:40 0.103 10:45 0.424 0.307 0.307 02/07/2021 06:35 2.05 10:30 2.89 2.58 06:20 1.70 12:10 4.14 3.36 06:20 0.116 10:30 0.451 0.320 0.320 02/08/2021 04:05 2.14 23:55 2.91 2.64 04:00 1.40 20:35 4.08 3.32 04:00 0.103 17:55 0.436 0.324 0.324 02/09/2021 04:30 2.07 19:25 2.93 2.60 03:55 1.51 19:30 4.09 3.24 04:30 0.105 19:25 0.446 0.311 0.311 02/10/2021 04:40 2.13 23:55 2.98 2.56 03:30 1.59 19:45 4.11 3.27 03:30 0.117 19:45 0.427 0.309 0.309 02/11/2021 03:40 2.16 07:45 2.92 2.62 03:35 1.53 20:55 4.10 3.18 03:40 0.110 20:55 0.422 0.308 0.308 02/12/2021 04:30 2.11 07:30 3.01 2.61 04:20 1.44 18:40 3.99 3.14 04:40 0.106 14:30 0.410 0.303 0.303 02/13/2021 05:05 2.08 23:15 2.97 2.62 05:15 1.29 21:50 4.14 3.18 05:15 0.089 11:50 0.425 0.311 0.311 02/14/2021 04:15 2.04 00:30 2.91 2.60 04:10 1.33 11:25 4.07 3.19 04:10 0.088 11:25 0.428 0.309 0.309 02/15/2021 05:15 2.07 00:05 3.04 2.61 04:05 1.46 20:25 4.15 3.15 05:35 0.107 20:25 0.436 0.307 0.307 02/16/2021 04:15 2.04 21:20 2.98 2.58 04:15 1.41 21:20 4.30 3.15 04:15 0.094 21:20 0.493 0.302 0.302 02/17/2021 04:45 2.07 07:05 2.99 2.56 03:30 1.35 20:00 4.25 3.17 03:30 0.095 20:00 0.448 0.298 0.298 02/18/2021 03:20 2.06 14:40 3.04 2.53 05:25 1.49 21:20 4.16 3.15 04:35 0.103 21:25 0.424 0.291 0.291 02/19/2021 04:40 2.16 07:20 3.03 2.54 03:30 1.53 22:10 4.05 3.24 03:30 0.117 13:15 0.402 0.299 0.299 02/20/2021 05:55 2.13 14:35 2.86 2.52 05:45 1.49 21:15 4.07 3.22 05:45 0.110 12:50 0.393 0.294 0.294 02/21/2021 04:05 2.00 00:45 2.82 2.49 03:45 1.47 20:05 4.25 3.21 04:05 0.103 20:05 0.431 0.290 0.290 02/22/2021 04:55 2.06 10:25 2.80 2.52 02:35 1.57 20:15 4.10 3.21 04:55 0.113 10:25 0.398 0.295 0.295 02/23/2021 03:30 2.05 10:30 2.77 2.53 03:25 1.39 20:30 4.18 3.20 03:25 0.094 19:50 0.424 0.297 0.297 02/24/2021 04:25 2.06 23:55 2.91 2.55 04:20 1.40 21:05 4.10 3.20 04:20 0.096 11:00 0.403 0.298 0.298 02/25/2021 04:00 2.04 23:45 2.89 2.52 03:05 1.49 21:10 4.09 3.19 04:00 0.102 21:05 0.403 0.293 0.293 02/26/2021 03:40 2.13 12:50 2.81 2.53 03:25 1.42 13:10 4.13 3.21 03:25 0.104 13:15 0.432 0.295 0.295 02/27/2021 04:45 2.03 00:15 2.95 2.51 04:50 1.40 21:25 4.16 3.23 04:50 0.093 12:40 0.388 0.294 0.294 02/28/2021 05:40 1.93 08:40 2.91 2.47 05:25 1.39 20:25 4.18 3.24 05:35 0.089 20:25 0.423 0.289 0.289 03/01/2021 04:35 2.07 11:20 2.92 2.56 03:00 1.50 21:05 4.11 3.18 04:30 0.107 21:05 0.434 0.299 0.299 03/02/2021 04:35 2.09 15:30 2.93 2.56 02:25 1.50 21:15 4.17 3.17 04:35 0.111 21:00 0.444 0.299 0.299 03/03/2021 04:25 2.02 00:05 2.87 2.51 03:35 1.39 18:20 4.07 3.12 03:35 0.098 20:55 0.387 0.285 0.285 0.23 03/04/2021 04:25 2.03 14:45 3.19 2.53 04:25 1.40 21:45 4.20 3.18 04:25 0.092 20:15 0.440 0.296 0.296 03/05/2021 00:50 2.40 01:35 2.82 2.58 04:30 1.74 20:10 4.03 3.26 04:30 0.146 20:10 0.393 0.304 0.304 03/06/2021 04:55 1.99 23:30 2.88 2.53 04:55 1.29 10:20 4.16 3.14 04:55 0.082 10:20 0.442 0.293 0.293 03/07/2021 05:15 1.92 14:30 2.82 2.51 04:30 1.29 21:00 4.15 3.19 04:30 0.082 20:30 0.406 0.294 0.294 03/08/2021 04:00 2.07 16:40 2.95 2.54 04:55 1.54 19:15 4.23 3.16 04:30 0.111 21:15 0.417 0.293 0.293 03/09/2021 04:15 2.02 14:20 2.93 2.52 04:05 1.35 20:25 4.21 3.16 04:05 0.091 20:50 0.415 0.290 0.290 0.02 03/10/2021 04:45 2.02 20:30 3.19 2.57 05:40 1.46 21:15 4.02 3.09 04:25 0.106 21:05 0.485 0.291 0.291 0.86 03/11/2021 03:25 2.00 14:20 2.83 2.52 03:00 1.47 21:25 4.13 3.19 03:00 0.098 20:25 0.415 0.295 0.295 0.09 03/12/2021 04:35 2.04 10:10 2.90 2.54 02:55 1.54 21:15 4.15 3.21 04:35 0.103 08:25 0.419 0.300 0.300 0.12 03/13/2021 06:05 2.03 21:55 2.76 2.48 06:05 1.51 12:55 4.08 3.18 06:05 0.099 12:55 0.395 0.287 0.287 03/14/2021 06:40 2.00 00:35 2.84 2.49 04:55 1.38 20:20 4.23 3.21 04:55 0.093 20:30 0.440 0.291 0.291 03/15/2021 03:05 2.21 20:00 2.80 2.58 03:05 1.64 20:00 4.19 3.21 03:05 0.122 20:00 0.438 0.303 0.303 0.14 03/16/2021 03:10 2.01 14:40 2.85 2.53 03:05 1.37 21:05 4.14 3.14 03:05 0.092 19:50 0.423 0.292 0.292 03/17/2021 02:45 1.97 20:55 2.91 2.53 01:55 1.32 20:20 4.13 3.10 02:40 0.087 21:00 0.412 0.289 0.289 03/18/2021 03:55 2.07 00:55 2.77 2.53 04:20 1.53 22:15 4.19 3.16 03:55 0.104 22:15 0.427 0.292 0.292 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM14, Pipe Height: 14.75 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-94

11.13.a
Sewer Master Plan Update Packet Pg. 485
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

2.55 3.20

12.545

0.299

1.46 Page B-95

11.13.a
Sewer Master Plan Update Packet Pg. 486
Site Commentary
Site Information
Chino_FM15
Pipe Dimensions 15.00 " x 14.88 "
Silt Level 0.00"
Overview
Site Chino_FM15 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, data are of lower confidence due to the very slow velocity which resulted in poor quality velocity data values overall.

This line is located downstream of location Chino_FM12. A review of balancing indicates that the site is generally not balanced. Balance did occur for a period during the night of February 8, 2021 where a spike in flow took place at Chino_FM15 and a simultaneous backwater condition took place upstream at Chino_FM12.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.19 0.90 0.066
Minimum 1.52 0.25 0.012
Maximum 3.01 1.59 0.174
Time of Minimum 2/9/2021 2:35 AM 3/15/2021 3:25 AM 3/15/2021 3:25 AM Time of Maximum 2/12/2021 6:05 PM 2/8/2021 7:25 PM 2/8/2021 7:25 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-96

11.13.a
Sewer Master Plan Update Packet Pg. 487
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM15

15.00 Good straight through flow
Not investigated

0.25"

0.66 12'
Precast/Good
VCP/Good

1.50 2/3/21 @ 4:10am
Standard Traffic Control with No Safety Concerns
3911 Grand Ave
Not Investigated

14.88 2/3/21
Sensor
Location
12'

15.00 x 14.88
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
Chino
P-4-28
Page B-97

11.13.a
Sewer Master Plan Update Packet Pg. 488
Page B-98

11.13.a
Sewer Master Plan Update Packet Pg. 489
Page B-99

11.13.a
Sewer Master Plan Update Packet Pg. 490
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 05:50 1.65 14:00 2.63 2.22 05:25 0.31 13:25 1.29 0.93 05:25 0.015 13:25 0.116 0.070 0.070 02/06/2021 06:00 1.57 10:45 2.67 2.18 06:40 0.27 10:45 1.37 0.87 06:40 0.012 10:45 0.129 0.065 0.065 02/07/2021 05:45 1.58 13:15 2.61 2.16 06:25 0.32 21:35 1.27 0.90 06:25 0.015 13:15 0.111 0.066 0.066 02/08/2021 06:00 1.58 19:25 2.96 2.25 03:15 0.33 19:25 1.59 0.94 03:15 0.016 19:25 0.174 0.074 0.074 02/09/2021 02:35 1.52 21:20 2.50 2.12 02:30 0.30 18:25 1.35 0.93 02:30 0.013 18:25 0.114 0.067 0.067 02/10/2021 05:50 1.64 11:55 2.67 2.20 01:55 0.43 20:05 1.40 0.99 01:55 0.023 11:55 0.131 0.074 0.074 02/11/2021 03:35 1.66 09:45 2.62 2.19 06:55 0.48 09:35 1.30 0.91 03:35 0.026 09:35 0.115 0.067 0.067 02/12/2021 05:00 1.66 18:05 3.01 2.19 05:55 0.51 18:05 1.43 0.90 05:00 0.026 18:05 0.160 0.067 0.067 0.04 02/13/2021 06:05 1.67 11:25 2.71 2.20 03:25 0.51 12:15 1.44 0.94 06:05 0.026 11:25 0.132 0.071 0.071 02/14/2021 06:20 1.71 12:00 2.61 2.17 00:50 0.41 12:00 1.36 0.99 00:50 0.023 12:00 0.124 0.072 0.072 02/15/2021 05:10 1.60 11:50 2.58 2.16 05:10 0.49 10:35 1.35 0.99 05:10 0.022 10:35 0.118 0.072 0.072 02/16/2021 05:30 1.69 09:50 2.70 2.20 04:10 0.52 12:05 1.40 1.00 04:10 0.026 10:00 0.132 0.075 0.075 0.01 02/17/2021 05:55 1.53 10:20 2.54 2.14 04:30 0.29 13:05 1.36 0.90 04:30 0.013 13:05 0.119 0.066 0.066 02/18/2021 05:40 1.56 18:50 2.53 2.15 02:10 0.42 13:35 1.27 0.87 05:40 0.020 18:35 0.104 0.063 0.063 02/19/2021 04:35 1.59 12:10 2.57 2.17 06:20 0.43 09:45 1.23 0.86 04:35 0.022 12:30 0.103 0.063 0.063 02/20/2021 05:35 1.56 11:20 2.76 2.11 06:20 0.42 11:25 1.31 0.84 05:35 0.020 11:25 0.127 0.059 0.059 02/21/2021 05:50 1.53 11:15 2.51 2.10 03:35 0.30 18:25 1.25 0.85 03:35 0.013 20:30 0.107 0.061 0.061 02/22/2021 03:40 1.60 12:05 2.61 2.17 00:50 0.37 12:40 1.27 0.88 03:30 0.019 12:05 0.111 0.065 0.065 02/23/2021 05:30 1.59 11:55 2.50 2.11 00:40 0.44 14:35 1.19 0.84 05:30 0.022 12:00 0.094 0.058 0.058 02/24/2021 05:35 1.63 11:30 2.63 2.18 06:45 0.45 10:40 1.22 0.85 05:35 0.024 10:40 0.113 0.063 0.063 02/25/2021 04:20 1.69 10:30 2.56 2.19 06:40 0.43 21:05 1.24 0.85 06:40 0.023 21:05 0.104 0.063 0.063 02/26/2021 05:45 1.60 11:45 2.82 2.21 04:35 0.41 11:40 1.37 0.87 04:35 0.021 11:40 0.138 0.065 0.065 02/27/2021 05:55 1.57 12:10 2.68 2.15 04:10 0.42 12:10 1.29 0.84 04:10 0.019 12:10 0.123 0.061 0.061 02/28/2021 05:30 1.60 10:10 2.58 2.16 06:20 0.37 11:10 1.22 0.84 07:00 0.018 10:05 0.106 0.061 0.061 03/01/2021 05:05 1.59 12:00 2.52 2.15 02:00 0.41 13:30 1.22 0.85 02:00 0.021 12:00 0.100 0.062 0.062 03/02/2021 04:55 1.69 10:00 2.51 2.17 02:50 0.39 09:25 1.31 0.90 02:50 0.020 09:30 0.106 0.065 0.065 03/03/2021 04:35 1.60 18:55 2.62 2.19 01:05 0.32 12:15 1.33 0.87 01:05 0.016 12:15 0.116 0.065 0.065 0.09 03/04/2021 05:25 1.57 20:15 2.60 2.18 01:20 0.29 20:15 1.31 0.87 01:20 0.014 20:15 0.119 0.064 0.064 03/05/2021 05:15 1.60 12:30 2.62 2.21 02:45 0.38 11:55 1.26 0.87 02:45 0.019 11:55 0.111 0.065 0.065 03/06/2021 05:55 1.70 12:40 2.62 2.19 01:30 0.41 10:35 1.19 0.87 03:20 0.022 10:45 0.107 0.064 0.064 03/07/2021 05:05 1.68 11:40 2.65 2.18 07:00 0.44 10:10 1.31 0.89 07:00 0.023 10:15 0.119 0.066 0.066 03/08/2021 05:10 1.65 11:30 2.57 2.18 05:00 0.36 11:30 1.27 0.90 05:00 0.017 11:30 0.113 0.066 0.066 03/09/2021 05:05 1.61 21:35 2.59 2.17 03:30 0.34 12:55 1.38 0.89 03:30 0.017 13:00 0.124 0.065 0.065 0.15 03/10/2021 02:25 1.73 19:30 2.57 2.24 04:50 0.38 07:35 1.23 0.87 04:50 0.020 07:35 0.104 0.066 0.066 0.98 03/11/2021 04:10 1.79 13:15 2.65 2.24 04:15 0.42 13:05 1.26 0.89 04:10 0.022 13:05 0.117 0.068 0.068 0.08 03/12/2021 03:30 1.67 12:55 2.66 2.24 04:30 0.30 14:50 1.33 0.89 04:30 0.015 12:30 0.118 0.069 0.069 03/13/2021 05:30 1.64 12:00 2.61 2.24 05:35 0.47 09:35 1.37 0.90 05:35 0.022 09:35 0.126 0.068 0.068 03/14/2021 05:40 1.73 11:35 2.74 2.24 03:10 0.40 11:35 1.29 0.88 03:10 0.022 11:35 0.126 0.068 0.068 03/15/2021 04:40 1.61 10:55 2.59 2.19 03:25 0.25 19:45 1.28 0.87 03:25 0.012 19:45 0.110 0.065 0.065 0.18 03/16/2021 05:00 1.70 11:20 2.64 2.24 03:10 0.44 08:25 1.28 0.90 03:10 0.022 11:20 0.115 0.068 0.068 03/17/2021 05:55 1.73 15:50 2.61 2.25 04:20 0.39 12:20 1.33 0.92 04:20 0.020 12:20 0.120 0.071 0.071 03/18/2021 04:15 1.72 21:00 2.67 2.26 05:15 0.39 21:05 1.33 0.97 05:15 0.021 21:00 0.125 0.075 0.075 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM15, Pipe Height: 15.00 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-100

11.13.a
Sewer Master Plan Update Packet Pg. 491
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

2.19 0.90

2.789

0.066

1.53 Page B-101

11.13.a
Sewer Master Plan Update Packet Pg. 492
Site Commentary
Site Information
Chino_FM16
Pipe Dimensions 18 "
Silt Level 0.00"
Overview
Site Chino_FM16 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

This line is located downstream of location Chino_FM24. A review of balancing indicates no problem.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 4.38 3.46 0.777
Minimum 2.94 1.47 0.195
Maximum 5.69 5.07 1.327
Time of Minimum 2/28/2021 5:55 AM 2/6/2021 6:55 AM 2/20/2021 5:05 AM Time of Maximum 2/6/2021 3:35 PM 3/15/2021 8:40 PM 3/6/2021 5:20 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-102

11.13.a
Sewer Master Plan Update Packet Pg. 493
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM16

18.00 Good straight through flow
Not investigated

0.25"

1.90 12'
Precast/Good
VCP/Good

2.89 2/3/21 @ 1:00pm
Standard Traffic Control with No Safety Concerns
13192 Pipeline Ave
Not Investigated

18.00 2/3/21
Sensor
12'
Location

18.00 x 18.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
R-5-8
Page B-103

11.13.a
Sewer Master Plan Update Packet Pg. 494
Page B-104

11.13.a
Sewer Master Plan Update Packet Pg. 495
Page B-105

11.13.a
Sewer Master Plan Update Packet Pg. 496
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 04:15 3.16 13:15 4.98 4.39 03:10 1.65 14:10 4.07 3.20 04:25 0.225 13:15 1.018 0.722 0.722 02/06/2021 04:15 3.24 15:35 5.69 4.37 06:55 1.47 12:15 4.69 3.28 06:05 0.217 15:35 1.226 0.740 0.740 02/07/2021 05:45 2.99 11:35 4.99 4.24 05:45 1.60 11:55 4.69 3.38 05:45 0.200 13:00 1.180 0.736 0.736 02/08/2021 04:55 3.11 17:20 5.04 4.36 04:05 1.62 18:45 4.52 3.42 04:05 0.218 14:30 1.090 0.767 0.767 02/09/2021 04:35 3.19 13:35 4.90 4.39 04:20 1.76 20:55 4.52 3.33 04:20 0.242 20:55 1.085 0.745 0.745 02/10/2021 04:30 3.06 09:35 4.93 4.37 04:10 1.60 18:45 4.47 3.28 04:10 0.209 22:00 1.077 0.738 0.738 02/11/2021 05:20 3.18 10:55 5.14 4.45 04:05 1.48 19:00 4.59 3.29 04:05 0.206 19:00 1.112 0.760 0.760 02/12/2021 04:20 3.31 08:55 5.01 4.51 03:55 1.73 20:30 4.29 3.21 04:20 0.252 20:30 1.093 0.749 0.749 0.04 02/13/2021 05:10 3.13 12:50 5.22 4.38 06:10 1.57 13:25 4.54 3.31 06:10 0.215 12:50 1.151 0.749 0.749 02/14/2021 05:35 3.13 10:35 5.08 4.37 05:35 1.54 12:10 4.65 3.26 05:35 0.205 12:10 1.174 0.739 0.739 02/15/2021 05:20 3.20 11:15 5.19 4.33 06:20 1.62 20:35 4.56 3.32 04:45 0.229 13:10 1.168 0.742 0.742 02/16/2021 04:45 3.21 18:15 4.99 4.30 05:15 1.55 20:30 4.56 3.27 04:10 0.230 18:40 1.144 0.711 0.711 0.01 02/17/2021 04:20 3.27 22:15 5.18 4.26 04:05 1.50 20:00 4.46 3.26 04:05 0.214 21:50 1.107 0.700 0.700 02/18/2021 04:30 3.11 11:05 5.00 4.33 04:45 1.51 20:30 4.65 3.23 04:45 0.202 20:10 1.080 0.710 0.710 02/19/2021 04:05 3.08 20:00 5.19 4.32 03:55 1.66 19:25 4.16 3.24 03:55 0.216 19:50 1.123 0.713 0.713 02/20/2021 05:50 3.06 10:00 5.54 4.29 05:05 1.49 11:40 4.82 3.28 05:05 0.195 11:40 1.227 0.721 0.721 02/21/2021 05:15 3.09 11:05 5.33 4.39 05:40 1.56 13:50 4.59 3.31 05:10 0.206 12:15 1.236 0.764 0.764 02/22/2021 04:35 3.14 19:15 5.04 4.31 04:10 1.73 20:10 4.65 3.34 04:10 0.234 19:10 1.177 0.734 0.734 02/23/2021 04:05 3.28 18:00 5.07 4.35 04:05 1.70 21:20 4.85 3.49 04:05 0.243 21:25 1.185 0.769 0.769 02/24/2021 04:55 3.09 18:20 5.23 4.37 05:20 1.78 19:20 4.84 3.47 05:20 0.252 19:20 1.163 0.774 0.774 02/25/2021 04:25 3.00 12:25 5.36 4.32 04:10 1.93 20:50 4.96 3.48 04:40 0.248 20:50 1.210 0.766 0.766 02/26/2021 04:10 3.02 21:10 5.22 4.33 03:10 1.84 21:15 4.56 3.48 05:00 0.252 21:10 1.135 0.770 0.770 02/27/2021 04:15 3.10 10:00 5.18 4.30 07:05 1.73 12:00 4.81 3.58 05:30 0.262 10:00 1.186 0.785 0.785 02/28/2021 05:55 2.94 09:55 5.27 4.28 07:10 1.69 12:25 4.91 3.64 05:55 0.212 09:55 1.236 0.803 0.803 03/01/2021 04:25 3.19 12:55 5.15 4.36 04:15 2.05 21:00 4.74 3.57 04:20 0.288 21:00 1.171 0.789 0.789 03/02/2021 04:25 3.00 18:20 5.28 4.33 03:00 1.92 20:40 4.93 3.50 04:45 0.243 18:20 1.180 0.771 0.771 03/03/2021 04:25 3.09 16:15 5.24 4.35 03:15 1.88 21:05 4.88 3.55 04:15 0.264 20:45 1.194 0.789 0.789 0.09 03/04/2021 04:30 3.23 11:00 5.28 4.43 03:30 2.14 21:40 4.89 3.66 03:30 0.314 20:20 1.190 0.827 0.827 03/05/2021 04:25 3.20 13:10 5.34 4.54 05:15 1.77 19:40 4.65 3.59 05:15 0.262 19:50 1.216 0.840 0.840 03/06/2021 05:15 3.10 17:20 5.46 4.54 05:10 1.99 13:10 4.97 3.63 05:10 0.265 17:20 1.327 0.859 0.859 03/07/2021 05:20 2.99 10:10 5.40 4.46 06:35 1.76 13:55 4.84 3.63 06:35 0.247 10:15 1.280 0.842 0.842 03/08/2021 05:10 3.27 10:20 5.26 4.49 04:45 2.08 19:15 4.81 3.66 04:45 0.304 20:55 1.197 0.843 0.843 03/09/2021 04:10 3.36 12:25 5.26 4.51 06:00 2.00 21:05 5.04 3.64 04:10 0.331 21:05 1.296 0.843 0.843 0.15 03/10/2021 03:55 3.48 10:55 5.47 4.61 04:00 2.18 20:05 4.85 3.71 04:00 0.344 20:30 1.265 0.881 0.881 0.98 03/11/2021 04:30 3.51 20:40 5.41 4.57 05:10 2.28 18:45 4.79 3.59 05:10 0.364 20:40 1.268 0.841 0.841 0.08 03/12/2021 04:30 3.15 09:35 5.36 4.44 04:00 1.98 20:35 4.33 3.41 04:35 0.267 13:35 1.098 0.777 0.777 03/13/2021 05:20 3.02 19:10 5.20 4.35 06:55 1.75 12:10 4.77 3.53 06:25 0.234 11:00 1.226 0.796 0.796 03/14/2021 05:20 3.02 14:40 5.35 4.32 04:40 1.70 12:00 4.92 3.65 04:40 0.225 14:40 1.264 0.809 0.809 03/15/2021 03:35 3.02 13:55 5.30 4.34 05:20 1.84 20:40 5.07 3.68 03:30 0.245 19:50 1.297 0.817 0.817 0.18 03/16/2021 03:30 3.02 13:05 5.27 4.38 04:20 1.87 21:05 4.98 3.66 03:15 0.244 21:45 1.290 0.824 0.824 03/17/2021 04:50 3.03 15:25 5.30 4.37 05:50 1.96 20:35 5.02 3.63 05:50 0.271 21:00 1.230 0.811 0.811 03/18/2021 04:40 3.06 16:55 5.34 4.39 04:35 1.96 21:20 4.89 3.50 04:35 0.255 20:00 1.218 0.788 0.787 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM16, Pipe Height: 18.00 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-106

11.13.a
Sewer Master Plan Update Packet Pg. 497
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

4.38 3.46

32.651

0.777

1.53 Page B-107

11.13.a
Sewer Master Plan Update Packet Pg. 498
Site Commentary
Site Information
Chino_FM17
Pipe Dimensions 18.00 "
Silt Level 0.00"
Overview
Site Chino_FM17 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

This line is located downstream of locations Chino_FM23, Chino_FM26 and Chino_FM27. A review of balancing indicates no problem.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 5.62 2.40 0.766
Minimum 3.34 1.49 0.219
Maximum 7.27 3.07 1.281
Time of Minimum 2/28/2021 5:30 AM 2/5/2021 4:00 AM 2/28/2021 5:30 AM Time of Maximum 2/7/2021 12:10 PM 3/9/2021 8:05 PM 2/7/2021 12:35 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-108

11.13.a
Sewer Master Plan Update Packet Pg. 499
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM17

18.00 Good straight through flow
Not investigated

0.25"

1.92 10'
Precast/Good
VCP/Good

4.00 2/4/21 @ 8:30am
Standard Traffic Control with No Safety Concerns
4200-4214 Chino Ave (Use 13313 Preciado)
Not Investigated

18.00 2/4/21
Sensor
Location
10'

18.00 x 18.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
Chino
R-5-42
Page B-109

11.13.a
Sewer Master Plan Update Packet Pg. 500
Page B-110

11.13.a
Sewer Master Plan Update Packet Pg. 501
Page B-111

11.13.a
Sewer Master Plan Update Packet Pg. 502
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 03:45 3.56 18:35 6.47 5.54 04:00 1.49 18:20 2.78 2.37 04:00 0.244 18:20 1.026 0.741 0.741 02/06/2021 04:05 3.63 12:35 7.08 5.63 03:40 1.55 12:30 2.95 2.40 03:40 0.260 12:30 1.229 0.772 0.772 02/07/2021 06:10 3.58 12:10 7.27 5.65 05:40 1.61 11:30 2.99 2.40 05:40 0.261 12:35 1.281 0.784 0.784 02/08/2021 04:45 3.70 20:45 7.03 5.63 03:55 1.68 20:55 2.92 2.40 04:45 0.286 20:50 1.203 0.767 0.767 02/09/2021 03:45 3.69 20:10 6.92 5.58 03:45 1.65 20:20 2.87 2.38 03:45 0.277 20:10 1.157 0.752 0.752 02/10/2021 03:40 3.59 20:05 6.78 5.59 04:10 1.62 20:05 2.84 2.40 03:35 0.268 20:05 1.118 0.760 0.760 02/11/2021 03:15 3.73 19:25 6.91 5.61 04:20 1.62 19:00 2.88 2.40 04:20 0.285 18:55 1.158 0.759 0.759 02/12/2021 03:00 3.77 13:55 6.51 5.57 03:00 1.69 13:45 2.77 2.39 03:00 0.294 13:50 1.032 0.747 0.747 0.04 02/13/2021 04:40 3.58 11:55 7.03 5.56 04:35 1.65 12:10 3.03 2.38 04:40 0.266 12:10 1.215 0.755 0.755 02/14/2021 05:55 3.64 13:40 7.11 5.56 05:00 1.56 11:50 3.05 2.38 05:00 0.259 11:50 1.247 0.754 0.754 02/15/2021 04:00 3.61 20:45 7.02 5.65 03:55 1.61 20:45 2.91 2.41 03:55 0.265 20:45 1.201 0.780 0.780 02/16/2021 03:30 3.80 20:35 6.97 5.68 03:30 1.70 21:15 2.87 2.42 03:30 0.299 20:40 1.164 0.781 0.781 0.01 02/17/2021 03:45 3.62 18:40 6.75 5.63 03:45 1.64 17:05 2.85 2.41 03:45 0.268 18:40 1.105 0.771 0.771 02/18/2021 03:35 3.73 18:40 6.76 5.63 04:45 1.61 20:05 2.83 2.41 03:35 0.284 21:10 1.100 0.766 0.766 02/19/2021 03:40 3.59 12:55 6.55 5.58 03:40 1.63 12:55 2.78 2.39 03:40 0.264 12:55 1.045 0.753 0.753 02/20/2021 03:35 3.70 11:30 7.13 5.66 03:35 1.66 12:30 2.92 2.41 03:35 0.280 12:30 1.230 0.781 0.781 02/21/2021 05:35 3.66 12:35 7.15 5.69 05:55 1.50 11:25 2.97 2.41 05:55 0.257 12:35 1.244 0.791 0.791 02/22/2021 03:45 3.68 20:10 7.22 5.65 03:45 1.66 20:00 2.92 2.41 03:45 0.279 20:00 1.248 0.774 0.774 02/23/2021 03:45 3.64 20:50 6.92 5.57 03:45 1.66 20:55 2.87 2.40 03:45 0.274 20:50 1.160 0.753 0.753 02/24/2021 03:30 3.61 21:20 6.92 5.61 02:55 1.63 21:15 2.86 2.39 03:15 0.268 21:20 1.156 0.759 0.759 02/25/2021 03:55 3.63 20:15 6.68 5.57 03:40 1.61 10:45 2.84 2.38 03:50 0.268 20:15 1.074 0.745 0.745 02/26/2021 03:50 3.67 19:10 6.51 5.61 04:00 1.61 19:05 2.75 2.39 04:00 0.272 19:05 1.022 0.755 0.755 02/27/2021 04:45 3.59 10:40 7.01 5.62 04:35 1.63 10:45 2.89 2.39 04:35 0.265 10:45 1.191 0.765 0.765 02/28/2021 05:30 3.34 11:55 7.03 5.60 04:55 1.49 11:15 2.93 2.38 05:30 0.219 11:50 1.199 0.765 0.765 03/01/2021 03:15 3.61 19:25 6.87 5.56 03:15 1.64 20:40 2.84 2.38 03:15 0.268 20:40 1.136 0.748 0.748 03/02/2021 03:45 3.55 19:25 6.86 5.50 03:45 1.63 20:05 2.84 2.37 03:45 0.259 19:25 1.136 0.732 0.732 03/03/2021 02:45 3.55 20:20 6.81 5.50 03:30 1.58 19:55 2.81 2.36 03:30 0.252 20:20 1.113 0.732 0.732 0.09 03/04/2021 03:40 3.60 20:35 6.96 5.62 03:40 1.64 20:35 2.86 2.40 03:40 0.266 20:35 1.166 0.766 0.766 03/05/2021 03:40 3.61 19:50 6.58 5.53 03:35 1.64 19:50 2.76 2.38 03:35 0.269 19:50 1.044 0.736 0.736 03/06/2021 04:40 3.63 11:50 7.00 5.63 03:30 1.63 11:35 3.03 2.40 04:35 0.273 11:35 1.240 0.770 0.770 03/07/2021 05:35 3.60 13:25 7.06 5.70 05:40 1.49 12:50 2.92 2.41 05:40 0.245 13:25 1.196 0.795 0.795 03/08/2021 03:35 3.67 19:40 7.00 5.68 02:35 1.64 19:55 2.92 2.41 03:35 0.281 19:55 1.199 0.781 0.781 03/09/2021 03:35 3.59 20:35 6.99 5.64 03:40 1.64 20:05 3.07 2.41 03:35 0.266 20:05 1.236 0.770 0.770 0.15 03/10/2021 02:55 3.74 19:50 6.80 5.82 02:25 1.71 19:00 2.90 2.47 02:55 0.295 19:00 1.144 0.815 0.815 0.98 03/11/2021 02:40 3.88 19:30 6.67 5.71 02:20 1.70 18:35 2.79 2.44 02:40 0.316 19:30 1.072 0.786 0.786 0.08 03/12/2021 03:40 3.58 20:20 6.55 5.57 03:30 1.63 15:35 2.77 2.38 03:40 0.263 15:40 1.025 0.749 0.749 03/13/2021 03:45 3.63 12:35 7.14 5.63 05:15 1.66 12:05 2.95 2.39 03:50 0.273 12:05 1.243 0.771 0.771 03/14/2021 04:50 3.60 11:10 6.96 5.67 04:15 1.64 13:35 2.93 2.40 04:50 0.269 11:20 1.169 0.781 0.781 03/15/2021 03:15 3.72 16:45 6.98 5.69 02:35 1.64 19:45 2.91 2.42 02:35 0.284 19:45 1.181 0.786 0.786 0.18 03/16/2021 03:05 3.69 20:55 6.97 5.72 02:30 1.69 20:45 2.91 2.44 03:05 0.286 20:45 1.188 0.793 0.793 03/17/2021 04:20 3.68 21:25 6.94 5.70 03:00 1.55 21:20 2.86 2.42 03:00 0.265 21:20 1.158 0.787 0.787 03/18/2021 03:20 3.67 21:05 6.91 5.63 03:25 1.63 20:25 2.87 2.40 03:25 0.273 20:25 1.156 0.765 0.765 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM17, Pipe Height: 18.00 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-112

11.13.a
Sewer Master Plan Update Packet Pg. 503
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

5.62 2.40

32.192

0.766

1.53 Page B-113

11.13.a
Sewer Master Plan Update Packet Pg. 504
Site Commentary
Site Information
Chino_FM18
Pipe Dimensions 10.00 "
Silt Level 0.00"
Overview
Site Chino_FM18 is an overflow pipe that functioned under low flow conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow remained low in depth with minimal velocity throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions are at the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

This line is located upstream of location Chino_FM08. See location Chino_FM08 for balancing details.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.45 0.58 0.004
Minimum 0.16 0.05 0.000
Maximum 1.51 2.27 0.032
Time of Minimum 3/10/2021 11:40 PM 3/16/2021 9:45 PM 3/10/2021 10:55 PM Time of Maximum 3/15/2021 8:55 AM 3/10/2021 12:10 AM 3/10/2021 12:10 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 99
Velocity (ft/s) 99
Quantity (MGD) 99
Page B-114

11.13.a
Sewer Master Plan Update Packet Pg. 505
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM18

10.00 Good straight through flow
Not investigated

0.25"

4.05 10'
Precast/Good
VCP/Good

5.13 2/2/21 @ 12:00pm
Standard Traffic Control with No Safety Concerns
Ramona Ave & Danito CT
Not Investigated

10.00 2/2/21
Sensor
10'
Location

10.00 x 10.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
ADS Site Location
Location
f ol w
dir.

Chino
R-6-65
Page B-115

11.13.a
Sewer Master Plan Update Packet Pg. 506
Page B-116

11.13.a
Sewer Master Plan Update Packet Pg. 507
Page B-117

11.13.a
Sewer Master Plan Update Packet Pg. 508
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 02:25 0.33 18:00 0.69 0.49 13:35 0.09 07:40 1.25 0.72 13:35 0.000 11:30 0.010 0.005 0.005 02/06/2021 23:35 0.39 07:40 0.61 0.49 15:30 0.17 07:50 0.76 0.65 15:30 0.001 07:50 0.006 0.004 0.004 02/07/2021 18:10 0.30 18:20 0.68 0.39 07:45 0.16 18:55 0.70 0.59 07:45 0.001 18:20 0.006 0.003 0.003 02/08/2021 18:05 0.21 12:05 0.69 0.37 06:00 0.21 11:45 0.78 0.57 18:10 0.000 11:45 0.008 0.003 0.003 02/09/2021 05:25 0.17 12:25 0.91 0.51 01:45 0.08 13:25 0.79 0.61 01:45 0.000 12:25 0.012 0.005 0.005 02/10/2021 08:20 0.34 07:35 0.77 0.51 08:10 0.11 16:35 1.17 0.76 08:10 0.000 14:15 0.011 0.005 0.005 02/11/2021 10:20 0.33 18:10 0.64 0.49 10:35 0.09 18:35 1.34 0.76 10:35 0.000 18:05 0.012 0.005 0.005 02/12/2021 00:00 0.45 10:45 0.65 0.51 12:00 0.28 12:20 1.28 0.82 12:00 0.002 12:20 0.011 0.006 0.006 0.04 02/13/2021 06:30 0.50 07:45 0.64 0.55 15:50 0.06 10:45 1.00 0.69 15:50 0.000 07:45 0.009 0.005 0.005 02/14/2021 07:30 0.52 10:35 0.62 0.54 20:25 0.16 10:35 1.24 0.71 20:25 0.001 10:35 0.011 0.005 0.005 02/15/2021 18:45 0.49 17:50 0.57 0.52 19:35 0.19 17:50 1.23 0.69 19:35 0.001 17:50 0.010 0.005 0.005 02/16/2021 13:05 0.22 18:30 0.94 0.43 12:10 0.22 07:45 1.14 0.60 12:10 0.001 18:30 0.017 0.003 0.003 0.01 02/17/2021 01:05 0.25 09:35 1.08 0.36 09:45 0.11 18:30 1.03 0.45 17:30 0.001 09:40 0.012 0.002 0.002 02/18/2021 07:20 0.26 11:05 0.61 0.34 07:25 0.09 11:05 0.89 0.45 07:00 0.000 11:05 0.008 0.002 0.002 02/19/2021 07:10 0.30 18:45 0.64 0.38 11:15 0.09 07:35 1.03 0.49 11:15 0.000 18:45 0.007 0.002 0.002 02/20/2021 20:45 0.27 18:00 0.92 0.42 22:10 0.08 08:40 0.96 0.53 22:10 0.000 18:00 0.013 0.003 0.003 02/21/2021 18:50 0.18 20:05 0.38 0.27 10:05 0.21 07:40 0.84 0.41 22:05 0.000 07:40 0.004 0.001 0.001 02/22/2021 22:55 0.22 18:10 0.60 0.30 16:45 0.07 15:00 0.92 0.44 16:45 0.000 18:10 0.007 0.001 0.001 02/23/2021 01:25 0.22 17:30 0.71 0.41 20:00 0.06 14:55 1.48 0.56 12:00 0.000 17:25 0.013 0.003 0.003 02/24/2021 12:00 0.48 16:00 0.73 0.53 11:40 0.05 09:50 1.40 0.60 11:40 0.000 09:50 0.014 0.004 0.004 02/25/2021 08:55 0.29 10:25 0.81 0.65 08:20 0.07 10:00 1.33 0.78 08:20 0.000 12:50 0.017 0.008 0.008 02/26/2021 11:25 0.33 09:25 1.00 0.63 09:50 0.24 06:20 1.38 0.77 10:10 0.001 09:00 0.022 0.008 0.008 02/27/2021 18:55 0.52 09:15 0.72 0.55 15:40 0.07 05:50 1.29 0.61 15:40 0.001 09:15 0.012 0.005 0.005 02/28/2021 19:00 0.40 05:30 1.01 0.50 18:50 0.12 05:30 1.58 0.61 18:50 0.001 05:30 0.029 0.004 0.004 03/01/2021 09:00 0.35 06:35 0.55 0.44 21:45 0.18 06:25 1.29 0.63 21:45 0.001 09:10 0.009 0.003 0.003 03/02/2021 03:10 0.44 06:30 0.84 0.48 00:45 0.21 06:30 1.43 0.62 00:45 0.001 06:30 0.020 0.004 0.004 03/03/2021 13:55 0.34 04:25 0.86 0.46 18:30 0.26 08:00 1.63 0.71 18:30 0.001 08:00 0.016 0.004 0.004 0.09 03/04/2021 05:55 0.30 08:15 0.81 0.46 09:55 0.29 04:25 1.21 0.67 05:20 0.001 08:15 0.016 0.004 0.004 03/05/2021 04:20 0.36 03:35 0.56 0.41 22:15 0.26 09:15 1.22 0.65 22:15 0.001 03:40 0.009 0.003 0.003 03/06/2021 09:30 0.38 12:15 0.55 0.42 09:50 0.18 12:15 1.06 0.55 09:50 0.001 12:15 0.008 0.003 0.003 03/07/2021 13:35 0.40 08:55 0.53 0.42 19:35 0.10 08:55 1.07 0.56 19:35 0.000 08:55 0.008 0.003 0.003 03/08/2021 04:40 0.29 06:40 0.69 0.49 06:35 0.10 05:30 1.39 0.59 06:35 0.001 05:30 0.012 0.004 0.004 03/09/2021 18:55 0.19 23:55 0.82 0.44 14:30 0.08 23:55 1.50 0.52 14:30 0.000 23:55 0.020 0.004 0.004 0.15 03/10/2021 23:40 0.16 00:15 0.83 0.33 22:55 0.09 00:10 2.27 0.48 22:55 0.000 00:10 0.032 0.002 0.002 0.98 03/11/2021 00:00 0.17 02:00 0.58 0.26 01:30 0.13 00:45 1.22 0.33 00:10 0.000 00:45 0.008 0.001 0.001 0.08 03/12/2021 00:00 0.21 06:50 1.37 0.55 07:30 0.10 06:40 1.02 0.49 05:45 0.000 06:40 0.029 0.004 0.004 03/13/2021 00:10 0.49 12:10 0.97 0.56 05:20 0.12 12:10 0.66 0.49 08:55 0.001 12:10 0.012 0.004 0.004 03/14/2021 16:55 0.46 23:45 0.96 0.55 23:35 0.13 04:10 0.71 0.48 23:35 0.001 04:10 0.009 0.004 0.004 03/15/2021 19:40 0.16 08:55 1.51 0.40 14:55 0.13 09:20 1.10 0.34 19:50 0.000 09:15 0.021 0.002 0.002 0.18 03/16/2021 08:55 0.20 14:45 0.95 0.37 21:45 0.05 11:40 1.06 0.36 21:45 0.000 14:45 0.014 0.002 0.001 03/17/2021 03:45 0.26 09:30 0.87 0.40 12:15 0.06 13:20 0.66 0.36 05:45 0.000 13:20 0.007 0.002 0.002 03/18/2021 18:35 0.18 12:20 1.02 0.42 00:10 0.06 07:55 1.06 0.37 00:10 0.000 13:30 0.013 0.003 0.003 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM18, Pipe Height: 10.00 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-118

11.13.a
Sewer Master Plan Update Packet Pg. 509
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

0.45 0.58

0.154

0.004

1.53 Page B-119

11.13.a
Sewer Master Plan Update Packet Pg. 510
Site Commentary
Site Information
Chino_FM19
Pipe Dimensions 10.00 "
Silt Level 0.00"
Overview
Site Chino_FM19 functioned under very low flow conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow was typically near-stagnant. The flow conditions present in this line allow debris to periodically settled in this stretch of pipe.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions approached the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

This line is located upstream of location Chino_FM08. See location Chino_FM08 for balancing details Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.43 0.44 0.003
Minimum 0.04 0.03 0.000
Maximum 1.46 1.25 0.038
Time of Minimum 2/6/2021 8:35 AM 2/5/2021 12:35 AM 2/7/2021 9:15 PM Time of Maximum 2/11/2021 1:00 PM 3/6/2021 11:10 AM 2/11/2021 1:00 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Page B-120

11.13.a
Sewer Master Plan Update Packet Pg. 511
Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-121

11.13.a
Sewer Master Plan Update Packet Pg. 512
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM19

10.00 low straight through flow
Not investigated

0.25"

0.23 10'
Precast/Good
VCP/Good

0.50 2/1/21 @ 9am
Standard Traffic Control with No Safety Concerns
Yorba Ave & Lanier RD
Not Investigated

10.00 2/1/21
Sensor
Location
10'

10.00 x 10.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
R-6-57
Page B-122

11.13.a
Sewer Master Plan Update Packet Pg. 513
Page B-123

11.13.a
Sewer Master Plan Update Packet Pg. 514
Page B-124

11.13.a
Sewer Master Plan Update Packet Pg. 515
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 00:45 0.06 01:55 0.89 0.38 00:35 0.03 22:15 0.98 0.42 00:35 0.000 17:05 0.009 0.002 0.002 02/06/2021 08:35 0.04 12:10 1.23 0.40 05:00 0.05 13:45 1.00 0.41 08:15 0.000 12:15 0.016 0.003 0.003 02/07/2021 21:15 0.04 23:25 1.11 0.37 09:55 0.05 19:30 0.93 0.42 21:15 0.000 23:35 0.009 0.002 0.002 02/08/2021 16:25 0.07 11:25 1.05 0.34 22:25 0.04 18:20 1.01 0.46 16:25 0.000 11:25 0.019 0.002 0.002 02/09/2021 20:45 0.10 18:20 1.04 0.37 20:00 0.05 23:20 1.11 0.43 22:25 0.000 23:20 0.019 0.002 0.002 02/10/2021 15:45 0.07 23:40 1.21 0.26 07:20 0.05 10:40 1.02 0.37 06:55 0.000 10:40 0.024 0.001 0.001 02/11/2021 05:05 0.07 13:00 1.46 0.36 06:25 0.08 13:00 1.19 0.44 20:00 0.000 13:00 0.038 0.002 0.002 02/12/2021 04:40 0.07 15:35 1.14 0.37 19:30 0.13 08:05 0.98 0.45 02:15 0.000 15:35 0.021 0.002 0.002 0.04 02/13/2021 06:50 0.30 22:45 0.95 0.52 12:00 0.06 21:00 1.10 0.52 00:25 0.000 22:45 0.019 0.004 0.004 02/14/2021 00:20 0.32 18:05 1.09 0.46 17:35 0.13 18:30 1.14 0.47 17:35 0.001 18:25 0.014 0.003 0.003 02/15/2021 11:10 0.33 20:40 1.00 0.50 15:50 0.06 05:20 1.13 0.46 15:50 0.000 14:45 0.013 0.003 0.003 02/16/2021 22:40 0.10 20:40 1.12 0.47 12:50 0.08 14:10 0.95 0.46 22:40 0.000 10:30 0.012 0.003 0.003 0.01 02/17/2021 01:00 0.10 21:40 1.17 0.41 14:45 0.05 19:45 1.00 0.43 01:00 0.000 21:00 0.018 0.003 0.003 02/18/2021 03:50 0.34 09:45 0.87 0.48 20:45 0.05 13:10 0.89 0.46 20:45 0.000 09:45 0.010 0.003 0.003 02/19/2021 14:10 0.31 16:20 1.20 0.49 19:05 0.15 16:55 1.09 0.47 06:40 0.001 16:55 0.024 0.003 0.003 02/20/2021 21:15 0.22 00:30 1.19 0.48 15:20 0.07 17:30 1.06 0.45 21:20 0.000 00:30 0.018 0.003 0.003 02/21/2021 00:05 0.20 12:30 1.19 0.53 22:55 0.17 15:15 1.11 0.47 00:05 0.000 12:30 0.020 0.004 0.004 02/22/2021 00:35 0.33 09:05 1.12 0.56 17:35 0.05 19:25 1.13 0.56 17:35 0.000 10:00 0.016 0.005 0.005 02/23/2021 03:20 0.34 22:10 1.43 0.52 07:10 0.16 12:55 1.09 0.51 07:10 0.001 22:15 0.019 0.004 0.004 02/24/2021 00:45 0.06 22:20 0.83 0.40 18:10 0.09 06:35 0.96 0.44 00:45 0.000 22:15 0.008 0.002 0.002 02/25/2021 00:30 0.09 09:15 1.03 0.37 19:45 0.04 19:35 1.07 0.42 01:10 0.000 09:15 0.016 0.002 0.002 02/26/2021 04:25 0.17 18:40 0.91 0.33 19:50 0.08 10:55 0.98 0.39 19:50 0.000 18:40 0.008 0.002 0.002 02/27/2021 04:35 0.19 21:40 0.97 0.39 13:55 0.09 08:10 0.99 0.43 13:55 0.000 21:35 0.012 0.002 0.002 02/28/2021 03:35 0.19 16:05 1.00 0.40 23:10 0.14 13:35 1.01 0.46 03:35 0.000 16:05 0.017 0.003 0.003 03/01/2021 04:30 0.21 21:25 1.11 0.50 05:35 0.08 23:00 1.01 0.41 05:35 0.000 23:00 0.014 0.003 0.003 03/02/2021 01:45 0.37 14:15 1.33 0.67 11:50 0.07 20:20 1.11 0.44 01:05 0.001 20:20 0.025 0.005 0.005 03/03/2021 17:20 0.19 09:35 0.88 0.43 14:40 0.14 22:20 1.02 0.42 17:20 0.000 22:20 0.014 0.002 0.002 0.09 03/04/2021 01:30 0.05 19:45 1.07 0.38 21:45 0.05 13:50 0.85 0.36 01:30 0.000 19:45 0.016 0.002 0.002 03/05/2021 23:25 0.26 18:35 1.35 0.46 13:05 0.09 06:30 0.92 0.46 16:45 0.000 18:35 0.021 0.003 0.003 03/06/2021 02:15 0.15 11:10 1.26 0.45 03:50 0.15 11:10 1.25 0.44 02:15 0.000 11:10 0.032 0.003 0.003 03/07/2021 22:00 0.19 23:25 1.16 0.40 15:10 0.18 20:15 0.90 0.40 22:00 0.000 23:30 0.010 0.002 0.002 03/08/2021 20:45 0.20 12:40 1.31 0.51 20:25 0.09 22:30 0.99 0.43 20:25 0.000 22:30 0.017 0.003 0.003 03/09/2021 18:25 0.19 19:55 1.08 0.43 15:30 0.04 06:20 0.99 0.46 15:30 0.000 06:30 0.015 0.003 0.003 0.15 03/10/2021 02:25 0.20 20:00 1.11 0.54 17:50 0.06 08:50 1.07 0.52 17:50 0.000 08:50 0.018 0.004 0.004 0.98 03/11/2021 08:40 0.18 20:25 1.21 0.40 07:55 0.09 12:15 0.89 0.41 07:55 0.000 19:00 0.009 0.002 0.002 0.08 03/12/2021 06:55 0.16 10:20 1.21 0.34 09:10 0.08 10:10 1.06 0.40 09:10 0.000 10:20 0.019 0.002 0.002 03/13/2021 02:20 0.16 12:15 1.17 0.36 22:25 0.06 11:00 1.00 0.42 14:25 0.000 18:15 0.018 0.002 0.002 03/14/2021 06:05 0.15 15:05 1.43 0.31 20:05 0.09 15:05 1.06 0.42 20:05 0.000 15:05 0.033 0.002 0.002 03/15/2021 02:15 0.14 18:25 1.06 0.34 13:25 0.14 11:15 1.14 0.47 02:15 0.000 11:15 0.015 0.002 0.002 0.18 03/16/2021 03:50 0.14 16:50 1.00 0.35 06:15 0.21 17:20 1.13 0.45 03:50 0.000 21:45 0.013 0.002 0.002 03/17/2021 02:35 0.14 16:30 1.06 0.45 01:05 0.06 16:35 0.98 0.46 02:35 0.000 20:30 0.010 0.003 0.003 03/18/2021 23:30 0.35 16:30 0.83 0.51 10:30 0.09 12:05 0.92 0.48 10:30 0.000 17:00 0.008 0.003 0.003 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM19, Pipe Height: 10.00 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-125

11.13.a
Sewer Master Plan Update Packet Pg. 516
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

0.43 0.44

0.114

0.003

1.53 Page B-126

11.13.a
Sewer Master Plan Update Packet Pg. 517
Site Commentary
Site Information
Chino_FM20
Pipe Dimensions 8.00 "
Silt Level 0.00"
Overview
Site Chino_FM20 functioned under very low flow conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained near-stagnant throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions are at the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.45 0.14 0.001
Minimum 0.10 0.06 0.000
Maximum 2.48 0.50 0.004
Time of Minimum 2/17/2021 3:05 AM 3/14/2021 10:50 AM 2/17/2021 3:05 AM Time of Maximum 2/28/2021 9:25 PM 3/18/2021 4:55 PM 3/6/2021 11:10 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-127

11.13.a
Sewer Master Plan Update Packet Pg. 518
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM20

8.00 Very low straight through flow
Not investigated

0.25"

0.00 6'
Precast/Good
PVC/Good

0.38 2/2/21 @11am
Standard Traffic Control with No Safety Concerns
13126 Cypress Ave
Not Investigated

8.00 2/2/21
Sensor
Location
6'

8.00 x 8.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
S-10-78
Page B-128

11.13.a
Sewer Master Plan Update Packet Pg. 519
Page B-129

11.13.a
Sewer Master Plan Update Packet Pg. 520
Page B-130

11.13.a
Sewer Master Plan Update Packet Pg. 521
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 22:35 0.30 18:45 0.88 0.50 00:00 0.14 22:30 0.21 0.14 22:35 0.000 22:30 0.002 0.001 0.001 02/06/2021 05:40 0.29 10:20 0.93 0.54 10:25 0.07 11:40 0.19 0.13 05:40 0.000 11:40 0.002 0.001 0.001 02/07/2021 23:30 0.31 12:00 1.14 0.60 23:10 0.09 11:00 0.21 0.14 23:10 0.000 12:15 0.004 0.001 0.001 02/08/2021 02:15 0.24 20:40 0.88 0.47 19:25 0.08 22:25 0.19 0.14 02:15 0.000 20:40 0.002 0.001 0.001 02/09/2021 01:25 0.25 20:55 0.78 0.44 19:20 0.08 00:00 0.14 0.13 01:25 0.000 20:55 0.002 0.001 0.001 02/10/2021 23:45 0.22 18:40 0.88 0.43 00:00 0.14 00:00 0.14 0.14 23:45 0.000 18:40 0.002 0.001 0.001 02/11/2021 01:45 0.19 20:15 1.02 0.46 04:15 0.09 15:15 0.15 0.13 04:15 0.000 20:15 0.002 0.001 0.001 02/12/2021 06:15 0.18 08:45 0.71 0.40 11:25 0.12 08:35 0.17 0.14 06:15 0.000 08:35 0.002 0.001 0.001 0.04 02/13/2021 06:05 0.12 10:45 1.03 0.40 00:00 0.14 10:05 0.16 0.14 06:05 0.000 10:45 0.002 0.001 0.001 02/14/2021 05:55 0.16 10:35 0.88 0.41 10:00 0.10 15:15 0.16 0.14 05:55 0.000 10:35 0.002 0.001 0.001 02/15/2021 04:00 0.15 19:15 0.87 0.39 12:05 0.07 16:10 0.32 0.14 04:00 0.000 16:10 0.002 0.001 0.001 02/16/2021 01:15 0.21 19:05 0.88 0.43 19:10 0.10 19:20 0.15 0.13 01:15 0.000 19:05 0.002 0.001 0.001 0.01 02/17/2021 03:05 0.10 21:20 0.76 0.41 14:00 0.13 00:00 0.14 0.13 03:05 0.000 21:20 0.001 0.001 0.001 02/18/2021 00:35 0.10 20:05 0.76 0.38 21:25 0.08 00:00 0.14 0.13 00:35 0.000 20:05 0.001 0.001 0.001 02/19/2021 00:35 0.17 19:45 0.66 0.38 11:05 0.13 16:15 0.19 0.14 00:35 0.000 16:15 0.001 0.001 0.001 02/20/2021 01:30 0.10 11:15 0.89 0.44 10:00 0.10 11:55 0.22 0.14 01:30 0.000 11:55 0.003 0.001 0.001 02/21/2021 00:50 0.10 11:50 1.25 0.45 10:20 0.11 09:15 0.21 0.14 00:50 0.000 12:00 0.003 0.001 0.001 02/22/2021 00:00 0.10 19:20 0.89 0.38 19:20 0.10 01:55 0.26 0.14 00:00 0.000 20:05 0.002 0.001 0.001 02/23/2021 00:15 0.10 20:00 0.82 0.36 21:00 0.11 00:00 0.14 0.13 00:15 0.000 20:00 0.002 0.001 0.001 02/24/2021 23:45 0.20 21:10 0.74 0.42 00:00 0.14 00:00 0.14 0.14 23:45 0.000 21:10 0.001 0.001 0.001 02/25/2021 03:30 0.10 20:35 0.74 0.37 20:10 0.12 23:25 0.33 0.14 03:30 0.000 20:35 0.001 0.001 0.001 02/26/2021 00:35 0.10 10:35 0.66 0.36 00:00 0.14 00:00 0.14 0.14 00:35 0.000 10:35 0.001 0.000 0.000 02/27/2021 00:40 0.10 13:25 1.12 0.43 11:40 0.09 13:15 0.26 0.14 00:40 0.000 13:35 0.003 0.001 0.001 02/28/2021 03:15 0.10 21:25 2.48 0.42 18:55 0.11 12:00 0.17 0.14 03:15 0.000 10:40 0.002 0.001 0.001 03/01/2021 02:05 0.13 19:30 0.81 0.35 11:40 0.11 21:25 0.18 0.14 02:05 0.000 20:25 0.002 0.001 0.001 03/02/2021 03:00 0.14 21:05 0.73 0.31 19:35 0.10 23:40 0.22 0.14 03:00 0.000 21:05 0.001 0.000 0.000 03/03/2021 00:35 0.18 19:35 1.31 0.40 00:00 0.14 21:00 0.16 0.14 00:35 0.000 19:35 0.003 0.001 0.001 0.09 03/04/2021 00:45 0.20 19:35 1.34 0.55 00:00 0.14 00:10 0.18 0.14 00:45 0.000 19:35 0.003 0.001 0.001 03/05/2021 23:35 0.25 20:40 1.12 0.54 04:35 0.09 18:25 0.20 0.14 23:35 0.000 20:40 0.003 0.001 0.001 03/06/2021 02:45 0.15 12:15 1.44 0.63 13:30 0.09 11:10 0.23 0.14 02:45 0.000 11:10 0.004 0.001 0.001 03/07/2021 04:30 0.16 12:05 1.15 0.62 14:20 0.08 04:20 0.20 0.14 04:30 0.000 12:10 0.003 0.001 0.001 03/08/2021 23:30 0.32 19:45 0.82 0.55 00:00 0.14 21:55 0.21 0.14 23:30 0.000 19:45 0.002 0.001 0.001 03/09/2021 04:45 0.24 20:30 0.91 0.44 09:05 0.09 19:40 0.17 0.13 04:45 0.000 20:30 0.002 0.001 0.001 0.15 03/10/2021 04:10 0.30 20:25 0.93 0.51 00:00 0.14 20:25 0.22 0.14 04:10 0.000 20:25 0.003 0.001 0.001 0.98 03/11/2021 23:25 0.26 19:00 0.93 0.46 20:20 0.11 08:45 0.35 0.14 23:25 0.000 19:00 0.002 0.001 0.001 0.08 03/12/2021 02:15 0.19 08:10 0.69 0.37 00:00 0.14 00:00 0.14 0.14 02:15 0.000 08:10 0.001 0.001 0.001 03/13/2021 06:40 0.24 11:40 1.16 0.50 10:10 0.10 19:50 0.25 0.14 06:40 0.000 11:40 0.003 0.001 0.001 03/14/2021 00:30 0.16 18:45 0.88 0.48 10:50 0.06 14:40 0.23 0.13 00:30 0.000 18:45 0.002 0.001 0.001 03/15/2021 23:15 0.24 19:10 0.85 0.47 20:00 0.08 19:10 0.30 0.14 23:15 0.000 19:10 0.004 0.001 0.001 0.18 03/16/2021 00:35 0.30 19:25 0.85 0.48 19:45 0.08 22:55 0.18 0.13 00:35 0.000 20:15 0.002 0.001 0.001 03/17/2021 23:50 0.25 21:00 0.84 0.44 00:00 0.14 13:35 0.18 0.14 23:50 0.000 21:00 0.002 0.001 0.001 03/18/2021 02:25 0.19 20:10 0.86 0.41 20:15 0.08 16:55 0.50 0.14 02:25 0.000 12:35 0.004 0.001 0.001 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM20, Pipe Height: 8.00 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-131

11.13.a
Sewer Master Plan Update Packet Pg. 522
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

0.45 0.14

0.030

0.001

1.53 Page B-132

11.13.a
Sewer Master Plan Update Packet Pg. 523
Site Commentary
Site Information
Chino_FM21
Pipe Dimensions 14.75 "
Silt Level 0.00"
Overview
Site Chino_FM21 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 3.10 3.14 0.376
Minimum 1.89 1.30 0.080
Maximum 4.67 4.42 0.724
Time of Minimum 3/13/2021 7:35 AM 2/14/2021 5:45 AM 2/14/2021 5:50 AM Time of Maximum 3/5/2021 10:30 AM 2/6/2021 9:40 AM 2/15/2021 1:15 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-133

11.13.a
Sewer Master Plan Update Packet Pg. 524
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM21

14.75 Good straight through flow
Not investigated

0.25"

4.00 18'
Precast/Good
PVC/Good

3.25 2/2/21 @11:30am
Standard Traffic Control with No Safety Concerns
12601-12617 East End Ave
Not Investigated

14.75 2/2/21
Sensor
Location
18'

14.75 x 14.75
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
T-4-9
Page B-134

11.13.a
Sewer Master Plan Update Packet Pg. 525
Page B-135

11.13.a
Sewer Master Plan Update Packet Pg. 526
Page B-136

11.13.a
Sewer Master Plan Update Packet Pg. 527
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 04:00 2.35 11:50 3.68 2.84 04:05 2.35 11:25 4.23 3.37 04:05 0.185 13:20 0.606 0.355 0.355 02/06/2021 05:55 2.26 11:00 3.53 2.78 05:50 2.29 09:40 4.42 3.26 05:50 0.171 11:00 0.572 0.334 0.334 02/07/2021 05:30 2.06 13:00 3.58 2.72 05:35 1.53 11:50 4.21 2.93 05:35 0.101 13:00 0.595 0.298 0.298 02/08/2021 04:35 2.13 12:05 3.78 3.00 04:30 1.47 10:00 4.11 3.26 04:40 0.101 10:00 0.630 0.370 0.370 02/09/2021 03:35 2.50 10:30 4.04 2.90 03:35 2.02 21:05 4.22 3.33 03:35 0.174 10:30 0.664 0.359 0.359 02/10/2021 03:50 1.96 10:45 3.57 2.72 03:45 1.38 12:30 4.09 3.24 03:45 0.084 10:45 0.536 0.320 0.320 02/11/2021 04:20 2.31 12:40 3.30 2.72 04:15 2.14 10:35 3.99 3.22 04:15 0.164 09:45 0.486 0.319 0.319 02/12/2021 03:30 2.38 11:10 3.63 2.83 03:25 2.03 10:25 4.15 2.98 03:25 0.164 11:15 0.539 0.312 0.312 0.04 02/13/2021 04:15 2.38 11:00 3.47 2.92 03:10 1.90 10:30 4.26 3.16 03:15 0.154 10:30 0.567 0.351 0.351 02/14/2021 05:50 1.99 12:35 3.38 2.77 05:45 1.30 14:25 4.31 2.92 05:50 0.080 14:35 0.523 0.300 0.300 02/15/2021 06:50 2.53 13:15 4.08 3.09 06:50 1.89 10:45 4.32 3.23 06:50 0.166 13:15 0.724 0.385 0.385 02/16/2021 04:30 2.56 12:45 3.96 3.06 04:30 1.56 08:55 4.13 3.02 04:30 0.139 11:30 0.569 0.353 0.353 0.01 02/17/2021 04:35 2.34 09:40 3.64 2.77 04:20 2.15 11:00 4.27 3.35 04:20 0.168 09:40 0.576 0.341 0.341 02/18/2021 05:20 2.32 15:35 3.36 2.75 03:10 2.44 07:00 4.15 3.40 03:10 0.194 10:25 0.534 0.341 0.341 02/19/2021 05:25 2.42 14:35 4.11 2.97 03:40 2.15 14:35 4.07 3.16 03:40 0.184 14:35 0.711 0.357 0.357 02/20/2021 05:15 2.37 09:40 4.12 3.20 04:00 2.10 11:55 3.86 3.27 05:15 0.173 10:05 0.644 0.410 0.410 02/21/2021 05:25 1.91 15:00 3.83 3.01 04:30 1.41 10:50 4.04 2.92 05:25 0.084 10:45 0.603 0.342 0.342 02/22/2021 04:25 2.29 13:35 4.00 3.09 04:15 1.46 10:00 3.99 3.05 04:25 0.111 13:35 0.591 0.363 0.363 02/23/2021 04:55 2.70 12:35 3.84 3.18 02:30 2.25 14:30 4.01 3.29 02:30 0.235 08:55 0.626 0.403 0.403 02/24/2021 06:30 2.76 11:55 3.85 3.19 04:15 2.27 12:00 3.93 3.22 06:30 0.226 11:55 0.575 0.398 0.398 02/25/2021 04:20 2.79 16:00 4.13 3.32 03:15 2.33 09:25 4.01 3.20 04:20 0.237 10:45 0.653 0.418 0.418 02/26/2021 04:20 2.73 11:00 4.36 3.31 04:00 2.15 08:00 4.08 3.08 04:00 0.213 15:25 0.655 0.404 0.404 02/27/2021 23:45 2.71 12:40 4.36 3.32 23:45 1.68 10:50 4.05 2.98 23:45 0.163 10:55 0.684 0.393 0.393 02/28/2021 05:15 2.18 11:00 4.03 3.17 04:15 1.45 09:30 3.76 2.78 04:15 0.106 11:00 0.601 0.351 0.351 03/01/2021 02:25 2.30 10:05 4.26 3.29 02:45 1.59 09:00 3.79 2.92 02:25 0.122 10:20 0.643 0.382 0.382 03/02/2021 02:20 2.94 09:10 4.29 3.38 05:10 2.21 12:50 3.93 3.13 03:20 0.249 11:45 0.674 0.420 0.420 03/03/2021 02:00 2.66 12:15 4.12 3.29 03:15 1.99 13:20 4.11 3.14 03:15 0.205 13:20 0.650 0.407 0.407 0.09 03/04/2021 04:30 2.73 11:45 4.15 3.27 04:15 2.35 09:15 3.65 3.13 04:25 0.240 11:45 0.640 0.402 0.402 03/05/2021 02:30 2.66 10:30 4.67 3.37 02:25 2.19 15:10 3.89 3.15 02:30 0.214 12:20 0.707 0.422 0.422 03/06/2021 23:55 2.74 13:45 4.11 3.24 23:45 2.21 10:35 4.09 3.33 23:45 0.222 13:45 0.644 0.421 0.421 03/07/2021 04:10 2.05 10:45 3.81 2.94 06:30 1.46 11:05 3.90 2.83 06:30 0.099 10:45 0.563 0.321 0.321 03/08/2021 05:25 2.36 12:10 4.56 3.37 03:35 1.50 09:05 3.84 2.98 06:20 0.141 09:00 0.689 0.408 0.408 03/09/2021 01:20 2.89 10:10 4.35 3.44 02:10 2.28 13:25 3.86 3.21 02:10 0.247 10:10 0.677 0.443 0.443 0.15 03/10/2021 03:00 2.93 10:00 4.09 3.42 02:55 2.35 16:25 4.08 3.39 02:55 0.257 08:35 0.667 0.461 0.461 0.98 03/11/2021 05:10 2.76 08:00 4.13 3.22 04:20 2.36 13:10 4.06 3.31 04:20 0.242 08:05 0.702 0.414 0.414 0.08 03/12/2021 02:25 2.73 09:30 4.15 3.13 04:45 2.30 09:05 3.98 3.35 04:45 0.233 09:05 0.686 0.402 0.402 03/13/2021 07:35 1.89 13:25 3.98 3.08 07:35 1.42 07:30 4.25 3.10 07:35 0.081 13:25 0.630 0.365 0.365 03/14/2021 04:40 2.09 13:35 3.88 2.99 03:15 1.57 11:20 4.02 2.95 04:45 0.117 13:35 0.559 0.338 0.338 03/15/2021 02:45 2.75 11:25 4.17 3.19 01:15 1.88 17:05 3.84 3.10 04:05 0.204 10:05 0.600 0.383 0.383 0.18 03/16/2021 03:15 2.70 09:00 4.38 3.36 04:05 2.28 11:30 3.83 3.22 03:15 0.222 09:00 0.710 0.429 0.429 03/17/2021 04:50 2.71 12:05 4.34 3.32 02:00 2.16 10:10 3.81 3.01 02:00 0.229 12:15 0.611 0.394 0.394 03/18/2021 04:05 2.87 10:40 4.38 3.39 04:20 2.11 10:30 3.91 3.09 04:20 0.226 11:25 0.712 0.416 0.416 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM21, Pipe Height: 14.75 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-137

11.13.a
Sewer Master Plan Update Packet Pg. 528
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

3.10 3.14

15.804

0.376

1.53 Page B-138

11.13.a
Sewer Master Plan Update Packet Pg. 529
Site Commentary
Site Information
Chino_FM22
Pipe Dimensions 8.00 "
Silt Level 0.00"
Overview
Site Chino_FM22 functioned under low flow conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow typically consisted of low depths with sluggish velocity.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions are at the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.73 0.26 0.003
Minimum 0.23 0.05 0.000
Maximum 2.11 0.69 0.024
Time of Minimum 2/23/2021 1:55 AM 3/1/2021 7:20 AM 2/23/2021 1:55 AM Time of Maximum 2/12/2021 4:10 PM 2/21/2021 10:10 AM 2/8/2021 1:25 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-139

11.13.a
Sewer Master Plan Update Packet Pg. 530
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM22

8.00 Low straight through flow
Not investigated

0.25"

0.00 12'
Precast/Good
VCP/Good

0.75 2/2/21 @12:15pm
Standard Traffic Control with No Safety Concerns
Sholander Ave & Kennedy Ct
Not Investigated

8.00 2/2/21
Sensor
Location
12'

8.00 x 8.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location ADS Site
Location
f ol w
dir.

Chino
T-5-5
Page B-140

11.13.a
Sewer Master Plan Update Packet Pg. 531
Page B-141

11.13.a
Sewer Master Plan Update Packet Pg. 532
Page B-142

11.13.a
Sewer Master Plan Update Packet Pg. 533
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 17:45 0.54 00:50 1.60 0.81 19:20 0.05 17:50 0.57 0.27 19:20 0.000 00:50 0.018 0.004 0.004 02/06/2021 02:15 0.46 13:45 1.64 0.81 20:30 0.06 14:00 0.55 0.30 20:30 0.001 13:45 0.017 0.004 0.004 02/07/2021 05:05 0.44 09:20 1.63 0.74 14:35 0.06 20:35 0.53 0.26 23:40 0.001 20:35 0.015 0.003 0.003 02/08/2021 03:50 0.44 13:25 1.85 0.82 17:10 0.05 13:25 0.62 0.25 10:05 0.000 13:25 0.024 0.004 0.004 02/09/2021 23:05 0.43 12:25 1.95 0.77 20:50 0.06 12:35 0.57 0.25 13:00 0.001 12:35 0.023 0.003 0.003 02/10/2021 16:25 0.51 05:30 1.60 0.79 08:35 0.08 07:50 0.64 0.27 19:40 0.001 07:50 0.019 0.003 0.003 02/11/2021 01:50 0.42 13:00 1.72 0.77 15:35 0.05 17:05 0.53 0.25 00:05 0.000 17:05 0.015 0.003 0.003 02/12/2021 04:25 0.51 16:10 2.11 0.89 15:05 0.05 17:45 0.61 0.28 20:55 0.000 17:45 0.024 0.004 0.004 0.04 02/13/2021 05:55 0.43 22:30 2.00 0.85 17:15 0.07 08:10 0.59 0.27 20:35 0.001 08:10 0.021 0.004 0.004 02/14/2021 22:20 0.49 09:10 1.43 0.84 01:55 0.05 09:10 0.51 0.28 01:55 0.000 09:10 0.014 0.004 0.004 02/15/2021 06:05 0.46 05:25 1.64 0.86 10:30 0.06 05:25 0.56 0.29 13:45 0.000 05:25 0.019 0.004 0.004 02/16/2021 19:30 0.41 09:50 1.38 0.77 22:25 0.06 16:45 0.48 0.26 22:25 0.000 18:45 0.012 0.003 0.003 0.01 02/17/2021 04:20 0.38 20:00 1.26 0.69 09:15 0.09 04:35 0.49 0.24 18:20 0.000 20:00 0.010 0.003 0.003 02/18/2021 02:00 0.34 22:40 1.51 0.66 13:05 0.07 15:45 0.55 0.27 02:00 0.000 22:40 0.013 0.003 0.003 02/19/2021 01:10 0.35 13:55 1.60 0.72 21:35 0.06 13:55 0.61 0.27 22:20 0.000 13:55 0.020 0.003 0.003 02/20/2021 02:10 0.33 17:15 1.20 0.62 07:25 0.07 17:15 0.52 0.24 02:10 0.000 17:15 0.011 0.002 0.002 02/21/2021 19:55 0.45 10:10 1.57 0.74 16:00 0.06 10:10 0.69 0.26 11:50 0.001 10:10 0.021 0.003 0.003 02/22/2021 21:30 0.38 14:25 1.38 0.76 19:30 0.06 05:25 0.53 0.28 18:35 0.001 01:00 0.011 0.003 0.003 02/23/2021 01:55 0.23 15:50 1.64 0.71 23:00 0.06 15:50 0.56 0.25 01:55 0.000 15:50 0.019 0.003 0.003 02/24/2021 11:05 0.30 20:40 1.66 0.66 22:55 0.05 20:35 0.66 0.27 06:10 0.000 20:35 0.020 0.003 0.003 02/25/2021 02:30 0.38 06:45 1.41 0.74 09:25 0.06 16:50 0.52 0.29 02:30 0.001 18:30 0.011 0.003 0.003 02/26/2021 03:20 0.27 17:05 1.91 0.68 20:00 0.05 19:10 0.54 0.27 03:20 0.000 17:05 0.019 0.003 0.003 02/27/2021 01:40 0.29 11:00 1.33 0.60 12:30 0.06 08:25 0.51 0.22 01:40 0.000 08:25 0.012 0.002 0.002 02/28/2021 15:10 0.31 12:25 1.65 0.63 22:50 0.06 09:15 0.62 0.30 22:50 0.001 09:15 0.017 0.003 0.003 03/01/2021 00:40 0.39 20:30 1.46 0.76 07:20 0.05 10:45 0.53 0.27 11:10 0.000 20:30 0.015 0.003 0.003 03/02/2021 05:10 0.34 07:10 1.54 0.68 19:45 0.05 16:00 0.51 0.25 05:10 0.000 07:10 0.015 0.003 0.003 03/03/2021 02:15 0.35 18:00 1.35 0.71 23:20 0.05 11:20 0.53 0.26 02:15 0.000 23:25 0.011 0.003 0.003 0.09 03/04/2021 04:45 0.33 19:20 1.37 0.64 20:50 0.06 06:25 0.52 0.25 04:45 0.000 19:15 0.011 0.002 0.002 03/05/2021 03:20 0.38 06:45 1.34 0.65 22:05 0.06 18:00 0.49 0.26 22:05 0.000 06:45 0.010 0.002 0.002 03/06/2021 22:50 0.36 12:55 1.75 0.72 20:15 0.06 13:00 0.55 0.24 18:00 0.000 12:55 0.017 0.003 0.003 03/07/2021 05:40 0.34 14:50 1.58 0.74 16:05 0.06 14:50 0.62 0.28 16:05 0.000 14:50 0.019 0.003 0.003 03/08/2021 00:35 0.35 20:00 1.47 0.67 11:50 0.05 00:10 0.51 0.26 07:55 0.000 20:00 0.012 0.003 0.003 03/09/2021 04:15 0.40 12:40 1.39 0.69 19:05 0.06 12:40 0.50 0.25 04:15 0.001 12:40 0.013 0.003 0.003 0.15 03/10/2021 09:15 0.31 18:50 1.38 0.74 14:25 0.05 20:10 0.51 0.27 09:15 0.000 18:50 0.013 0.003 0.003 0.98 03/11/2021 02:05 0.38 19:10 1.28 0.70 23:05 0.06 16:00 0.52 0.26 04:20 0.001 15:50 0.010 0.003 0.003 0.08 03/12/2021 08:25 0.39 17:50 1.51 0.71 18:05 0.06 19:20 0.51 0.24 00:10 0.000 17:50 0.014 0.002 0.002 03/13/2021 20:40 0.36 14:40 1.70 0.70 23:15 0.06 14:40 0.60 0.27 20:40 0.000 14:40 0.021 0.003 0.003 03/14/2021 04:25 0.37 17:20 1.59 0.75 22:10 0.05 17:20 0.59 0.24 04:25 0.000 17:20 0.019 0.003 0.003 03/15/2021 22:25 0.43 13:00 1.55 0.78 20:45 0.05 13:00 0.64 0.28 22:25 0.000 13:00 0.020 0.003 0.003 0.18 03/16/2021 06:10 0.42 06:50 1.57 0.72 13:50 0.05 06:50 0.67 0.29 04:05 0.001 06:50 0.021 0.003 0.003 03/17/2021 06:00 0.43 07:40 1.37 0.71 21:30 0.06 17:15 0.53 0.29 21:30 0.000 19:15 0.011 0.003 0.003 03/18/2021 17:25 0.45 07:30 1.36 0.72 18:25 0.06 12:40 0.51 0.26 13:35 0.000 07:30 0.009 0.003 0.003 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM22, Pipe Height: 8.00 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-143

11.13.a
Sewer Master Plan Update Packet Pg. 534
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

0.73 0.26

0.126

0.003

1.53 Page B-144

11.13.a
Sewer Master Plan Update Packet Pg. 535
Site Commentary
Site Information
Chino_FM23
Pipe Dimensions 9.88 " x 10.00 "
Silt Level 0.00"
Overview
Site Chino_FM23 functioned under low flow conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow typically consisted of very low depths with sluggish velocity.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions are at the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

This line is located upstream of location Chino_FM17. See location Chino_FM17 for balancing details.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 1.33 0.27 0.008
Minimum 0.76 0.13 0.002
Maximum 3.36 0.90 0.036
Time of Minimum 3/1/2021 3:35 AM 2/12/2021 2:50 PM 2/10/2021 2:30 AM Time of Maximum 2/26/2021 9:30 PM 2/11/2021 6:15 PM 2/21/2021 10:05 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-145

11.13.a
Sewer Master Plan Update Packet Pg. 536
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM23

9.88 Very low straight through flow
Not investigated

0.25"

0.00 15'
Precast/Good
VCP/Good

1.10 2/2/21 @ 10am
Standard Traffic Control with No Safety Concerns
Ramona Ave & Roosevelt St
Not Investigated

10.00 2/2/21
Sensor
Location
15'

10.00 x 9.88
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
T-6-10
Page B-146

11.13.a
Sewer Master Plan Update Packet Pg. 537
Page B-147

11.13.a
Sewer Master Plan Update Packet Pg. 538
Page B-148

11.13.a
Sewer Master Plan Update Packet Pg. 539
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 14:15 0.91 18:10 2.11 1.22 13:35 0.13 19:50 0.85 0.27 13:35 0.003 04:00 0.033 0.007 0.007 02/06/2021 17:10 0.89 18:00 2.05 1.23 13:55 0.13 21:55 0.88 0.31 15:00 0.002 20:00 0.026 0.008 0.008 02/07/2021 05:45 0.89 11:20 2.42 1.28 00:10 0.13 20:40 0.88 0.31 01:35 0.003 16:45 0.022 0.008 0.008 02/08/2021 01:45 0.83 16:00 2.41 1.22 19:40 0.13 19:15 0.76 0.28 23:30 0.002 10:35 0.027 0.007 0.007 02/09/2021 23:35 0.85 12:10 2.50 1.29 01:10 0.13 21:30 0.82 0.29 01:10 0.002 21:30 0.024 0.008 0.008 02/10/2021 03:35 0.79 17:15 2.82 1.23 02:30 0.13 17:35 0.87 0.31 02:30 0.002 10:30 0.027 0.008 0.008 02/11/2021 12:50 0.92 10:20 2.07 1.26 17:10 0.13 18:15 0.90 0.29 17:45 0.003 03:50 0.036 0.008 0.008 02/12/2021 06:35 0.92 13:10 2.14 1.27 14:50 0.13 19:10 0.88 0.29 06:50 0.002 19:10 0.030 0.008 0.008 0.04 02/13/2021 08:00 0.94 07:10 2.03 1.29 16:30 0.13 21:40 0.88 0.29 16:30 0.003 07:20 0.031 0.008 0.008 02/14/2021 23:50 0.90 07:20 1.78 1.15 21:50 0.13 09:35 0.87 0.31 21:50 0.003 08:50 0.027 0.007 0.007 02/15/2021 00:00 0.90 19:10 2.42 1.17 17:20 0.14 18:35 0.89 0.35 10:35 0.003 09:30 0.030 0.008 0.008 02/16/2021 05:55 0.92 18:30 1.77 1.20 01:50 0.13 06:55 0.89 0.33 01:50 0.003 17:00 0.027 0.008 0.008 0.01 02/17/2021 04:45 0.86 22:50 2.29 1.19 22:25 0.13 11:15 0.89 0.30 11:40 0.002 23:20 0.026 0.007 0.007 02/18/2021 05:30 0.97 16:25 1.96 1.26 10:35 0.13 19:45 0.88 0.28 21:35 0.003 19:05 0.024 0.007 0.007 02/19/2021 00:50 0.96 22:05 2.24 1.32 21:10 0.13 07:55 0.69 0.25 14:25 0.003 09:45 0.023 0.007 0.007 02/20/2021 22:00 0.89 20:25 3.17 1.48 09:15 0.13 11:10 0.88 0.28 17:10 0.002 04:50 0.024 0.009 0.009 02/21/2021 23:10 0.89 10:30 2.22 1.19 23:30 0.13 12:05 0.89 0.32 23:30 0.002 10:05 0.036 0.008 0.008 02/22/2021 03:45 0.80 09:45 2.70 1.14 20:35 0.14 04:00 0.74 0.26 01:15 0.002 17:25 0.026 0.006 0.006 02/23/2021 01:35 0.92 03:55 2.24 1.30 08:30 0.13 08:55 0.78 0.25 15:05 0.003 11:05 0.023 0.007 0.007 02/24/2021 21:40 0.84 06:45 2.24 1.28 09:35 0.13 11:25 0.69 0.25 21:15 0.003 20:20 0.023 0.007 0.007 02/25/2021 12:55 0.88 09:55 2.24 1.19 10:10 0.13 07:25 0.60 0.24 08:05 0.003 07:25 0.018 0.006 0.006 02/26/2021 00:00 0.92 21:30 3.36 1.46 07:15 0.14 17:40 0.68 0.26 00:00 0.004 21:30 0.028 0.008 0.008 02/27/2021 23:20 0.78 08:20 3.13 1.35 11:10 0.13 22:15 0.62 0.25 23:20 0.003 07:20 0.019 0.007 0.007 02/28/2021 01:25 0.83 09:40 2.44 1.16 02:30 0.13 03:55 0.52 0.25 02:30 0.002 14:00 0.022 0.006 0.006 03/01/2021 03:35 0.76 21:40 2.11 1.16 00:00 0.16 07:05 0.38 0.25 03:35 0.003 21:40 0.019 0.006 0.006 03/02/2021 21:40 0.89 18:10 2.51 1.42 19:00 0.14 18:15 0.47 0.25 21:20 0.003 18:15 0.032 0.008 0.008 03/03/2021 05:55 0.86 20:25 1.81 1.10 20:50 0.13 19:15 0.49 0.25 17:35 0.002 21:30 0.016 0.005 0.005 0.09 03/04/2021 04:35 0.98 21:35 2.04 1.23 08:30 0.13 07:25 0.73 0.25 04:05 0.003 07:25 0.024 0.006 0.006 03/05/2021 18:15 1.05 06:30 1.83 1.26 08:45 0.13 04:10 0.84 0.26 17:25 0.003 16:35 0.023 0.007 0.007 03/06/2021 05:10 0.90 15:45 2.76 1.37 12:45 0.15 08:00 0.72 0.25 10:40 0.004 15:45 0.024 0.008 0.008 03/07/2021 05:30 0.91 20:15 1.91 1.18 13:40 0.16 21:15 0.38 0.25 05:30 0.004 08:35 0.013 0.006 0.006 03/08/2021 03:45 0.96 18:55 2.02 1.23 23:30 0.13 07:25 0.49 0.26 23:30 0.003 07:25 0.020 0.007 0.007 03/09/2021 05:05 0.97 08:25 1.84 1.17 09:25 0.13 08:05 0.58 0.25 09:25 0.003 07:20 0.015 0.006 0.006 0.15 03/10/2021 00:05 0.99 18:05 1.96 1.26 12:45 0.18 12:20 0.79 0.26 00:05 0.004 12:20 0.021 0.007 0.007 0.98 03/11/2021 21:20 0.91 22:15 2.12 1.14 17:25 0.15 03:40 0.55 0.25 17:25 0.003 03:40 0.015 0.006 0.006 0.08 03/12/2021 08:30 0.93 08:20 2.48 1.29 07:00 0.18 11:10 0.35 0.25 08:30 0.004 08:20 0.018 0.007 0.007 03/13/2021 03:35 0.96 17:40 2.43 1.49 15:50 0.14 08:20 0.47 0.26 03:35 0.004 17:40 0.018 0.009 0.009 03/14/2021 01:10 1.25 06:35 2.72 1.58 15:30 0.13 06:35 0.30 0.25 15:30 0.006 06:35 0.023 0.009 0.009 03/15/2021 05:55 1.08 22:10 2.84 1.77 05:55 0.25 22:10 0.32 0.26 05:55 0.005 22:10 0.027 0.011 0.011 0.18 03/16/2021 00:50 1.58 12:35 3.07 1.93 18:45 0.13 09:25 0.29 0.25 02:30 0.009 12:35 0.026 0.012 0.012 03/17/2021 23:45 1.62 02:50 2.78 2.16 06:20 0.17 23:50 0.36 0.26 23:45 0.009 02:50 0.025 0.014 0.014 03/18/2021 05:40 1.40 12:50 2.86 1.94 12:55 0.17 05:50 0.39 0.25 05:40 0.008 12:50 0.027 0.012 0.012 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM23, Pipe Height: 9.88 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-149

11.13.a
Sewer Master Plan Update Packet Pg. 540
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

1.33 0.27

0.325

0.008

1.53 Page B-150

11.13.a
Sewer Master Plan Update Packet Pg. 541
Site Commentary
Site Information
Chino_FM24
Pipe Dimensions 18.13 " x 18.00 "
Silt Level 0.00"
Overview
Site Chino_FM24 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

This line is located upstream of location Chino_FM16. See location Chino_FM16 for balancing details.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.96 3.99 0.506
Minimum 1.71 3.13 0.188
Maximum 4.10 4.62 0.871
Time of Minimum 3/14/2021 4:45 AM 2/11/2021 4:25 AM 3/14/2021 4:45 AM Time of Maximum 2/7/2021 12:40 PM 3/15/2021 7:35 PM 3/15/2021 7:35 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-151

11.13.a
Sewer Master Plan Update Packet Pg. 542
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM24

18.13 Good straight through flow
Not investigated

0.25"

3.68 15'
Precast/Good
VCP/Good

1.70 2/2/21 @ 12:45pm
Standard Traffic Control with No Safety Concerns
Pipeline Ave & Walnut Ave
Not Investigated

18.00 2/2/21
Sensor
Location

15.00'

18.13 x 18.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
U-5-44
Page B-152

11.13.a
Sewer Master Plan Update Packet Pg. 543
Page B-153

11.13.a
Sewer Master Plan Update Packet Pg. 544
Page B-154

11.13.a
Sewer Master Plan Update Packet Pg. 545
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 03:55 1.85 12:50 3.51 2.91 04:20 3.26 17:15 4.25 3.86 04:20 0.201 12:55 0.648 0.475 0.475 02/06/2021 06:05 1.85 12:00 4.02 2.99 05:45 3.23 11:50 4.40 3.87 05:55 0.200 11:55 0.824 0.499 0.499 02/07/2021 05:15 1.83 12:40 4.10 3.00 04:55 3.28 13:55 4.38 3.87 05:15 0.200 12:40 0.841 0.506 0.506 02/08/2021 04:25 1.83 19:30 3.75 2.96 03:10 3.24 19:30 4.29 3.88 03:15 0.199 19:30 0.737 0.491 0.491 02/09/2021 04:30 1.84 20:00 3.83 2.92 04:05 3.27 20:10 4.30 3.86 04:35 0.204 20:00 0.758 0.476 0.476 02/10/2021 03:55 1.78 19:30 3.60 2.88 03:40 3.25 19:10 4.21 3.84 04:00 0.192 19:35 0.670 0.467 0.467 02/11/2021 04:55 1.84 20:35 3.66 2.93 04:25 3.13 19:50 4.26 3.87 04:25 0.195 19:50 0.701 0.482 0.482 02/12/2021 04:00 1.88 19:20 3.47 2.90 05:30 3.30 19:20 4.18 3.87 04:00 0.211 19:20 0.643 0.472 0.472 0.04 02/13/2021 04:50 1.79 12:10 3.86 2.95 06:15 3.42 11:55 4.46 4.02 04:45 0.202 12:10 0.798 0.509 0.509 02/14/2021 05:10 1.78 13:15 3.82 2.92 04:55 3.35 13:15 4.45 4.00 04:55 0.196 13:15 0.786 0.499 0.499 02/15/2021 04:35 1.84 20:45 3.73 2.96 04:35 3.44 20:05 4.53 4.05 04:35 0.211 20:05 0.769 0.514 0.514 02/16/2021 04:20 1.83 20:30 3.91 2.92 04:20 3.40 20:35 4.54 4.02 04:20 0.207 20:35 0.822 0.500 0.500 0.01 02/17/2021 04:00 1.83 20:20 3.61 2.92 03:40 3.42 20:20 4.48 4.03 03:55 0.209 20:20 0.730 0.499 0.499 02/18/2021 04:05 1.83 20:10 3.88 2.92 03:55 3.42 20:25 4.50 4.02 04:05 0.209 20:25 0.807 0.499 0.499 02/19/2021 03:30 1.86 19:45 3.49 2.91 03:35 3.38 19:45 4.28 3.97 03:30 0.211 19:45 0.664 0.487 0.487 02/20/2021 05:30 1.80 11:35 3.92 2.96 05:25 3.33 10:50 4.54 3.98 05:30 0.198 11:30 0.824 0.507 0.507 02/21/2021 05:25 1.80 12:20 3.90 2.97 06:15 3.31 11:55 4.42 3.99 05:25 0.197 12:15 0.794 0.513 0.513 02/22/2021 04:00 1.85 19:15 3.83 2.98 04:00 3.40 19:10 4.44 3.99 04:00 0.210 19:10 0.770 0.510 0.510 02/23/2021 03:45 1.82 21:10 3.87 2.90 03:35 3.34 20:45 4.40 3.95 03:40 0.202 21:10 0.783 0.486 0.486 02/24/2021 04:30 1.86 19:00 3.78 2.91 03:40 3.36 18:55 4.46 3.95 03:50 0.210 18:55 0.772 0.488 0.488 02/25/2021 04:00 1.81 20:05 3.76 2.91 03:00 3.34 20:10 4.45 3.95 04:00 0.202 20:10 0.760 0.487 0.487 02/26/2021 03:50 1.82 19:40 3.46 2.90 03:05 3.35 12:35 4.27 3.94 03:50 0.203 19:40 0.643 0.482 0.482 02/27/2021 05:20 1.86 12:00 3.83 2.96 05:20 3.41 12:10 4.54 3.96 05:20 0.213 12:10 0.802 0.503 0.503 02/28/2021 05:30 1.78 12:10 3.94 3.00 05:30 3.34 10:20 4.43 3.97 05:30 0.194 12:25 0.803 0.519 0.519 03/01/2021 04:05 1.92 20:45 3.76 2.96 04:05 3.45 21:35 4.34 3.98 04:05 0.225 20:45 0.742 0.500 0.500 03/02/2021 04:15 1.81 20:35 3.78 2.92 04:15 3.30 19:40 4.38 3.94 04:15 0.198 20:35 0.753 0.488 0.488 03/03/2021 04:00 1.86 20:45 3.80 2.94 02:55 3.36 20:15 4.38 3.96 04:00 0.211 20:40 0.759 0.494 0.494 0.09 03/04/2021 04:00 1.95 21:30 3.73 3.03 03:00 3.49 20:15 4.48 4.07 03:55 0.236 21:30 0.755 0.530 0.530 03/05/2021 03:45 1.79 19:25 3.65 3.01 05:00 3.54 19:40 4.41 4.09 03:45 0.213 19:20 0.721 0.526 0.526 03/06/2021 04:50 1.81 12:55 4.03 3.08 04:30 3.47 12:20 4.60 4.11 04:50 0.210 12:55 0.868 0.553 0.553 03/07/2021 05:40 1.79 11:50 3.92 3.04 03:50 3.47 18:25 4.57 4.09 05:40 0.207 11:45 0.834 0.542 0.542 03/08/2021 04:40 1.85 20:50 3.83 3.05 04:40 3.55 21:20 4.50 4.10 04:40 0.218 20:50 0.787 0.539 0.539 03/09/2021 03:45 1.98 20:50 3.93 3.03 03:40 3.51 20:55 4.56 4.10 03:45 0.239 20:55 0.834 0.535 0.535 0.15 03/10/2021 03:30 2.04 20:20 3.89 3.12 03:00 3.56 19:15 4.50 4.14 03:25 0.255 20:20 0.813 0.562 0.562 0.98 03/11/2021 04:25 2.07 18:35 3.70 3.01 04:25 3.59 20:00 4.45 4.09 04:25 0.261 18:35 0.734 0.522 0.522 0.08 03/12/2021 05:10 1.84 09:50 3.44 2.86 03:50 3.46 20:05 4.41 4.01 05:10 0.215 09:50 0.654 0.480 0.480 03/13/2021 04:50 1.74 12:15 3.82 2.93 04:30 3.42 12:20 4.43 4.03 04:50 0.193 12:15 0.780 0.506 0.506 03/14/2021 04:45 1.71 10:55 3.88 2.99 04:40 3.40 12:15 4.51 4.06 04:45 0.188 10:55 0.794 0.524 0.524 03/15/2021 03:15 1.78 19:40 4.01 3.01 03:05 3.38 19:35 4.62 4.07 03:10 0.198 19:35 0.871 0.530 0.530 0.18 03/16/2021 03:10 1.78 21:25 4.04 3.01 03:05 3.39 21:55 4.56 4.07 03:05 0.197 21:25 0.862 0.531 0.531 03/17/2021 04:20 1.77 20:45 3.87 2.97 04:00 3.43 20:45 4.55 4.06 04:05 0.200 20:45 0.819 0.517 0.517 03/18/2021 04:20 1.78 21:05 3.83 2.89 04:00 3.44 21:05 4.46 4.01 04:20 0.202 21:05 0.789 0.490 0.490 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM24, Pipe Height: 18.13 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-155

11.13.a
Sewer Master Plan Update Packet Pg. 546
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

2.96 3.99

21.239

0.506

1.53 Page B-156

11.13.a
Sewer Master Plan Update Packet Pg. 547
Site Commentary
Site Information
Chino_FM25
Pipe Dimensions 10.25 " x 10.38 "
Silt Level 0.00"
Overview
Site Chino_FM25 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow typically consisted of very low depths with sluggish velocity.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, the hydraulic conditions are at the operational threshold of the sensor. As a result, data quality and accuracy were lower than typical.

This line is located upstream of location Chino_FM30. See location Chino_FM30 for balancing details.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.48 0.29 0.002
Minimum 0.14 0.04 0.000
Maximum 1.63 0.72 0.022
Time of Minimum 3/1/2021 2:45 AM 2/17/2021 1:25 AM 3/1/2021 2:45 AM Time of Maximum 2/5/2021 6:10 PM 3/1/2021 8:25 AM 3/1/2021 8:25 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Page B-157

11.13.a
Sewer Master Plan Update Packet Pg. 548
Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-158

11.13.a
Sewer Master Plan Update Packet Pg. 549
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM25

10.25 Stagnant flow with periodic
cycles of flow
Not investigated

0.25"

0.00 15'
Precast/Good
VCP/Good

0.63 2/2/21 @ 09:45am
Standard Traffic Control with No Safety Concerns
12352 Monte Vista Ave
Not Investigated

10.38 2/2/21
Sensor
Location
15'

10.25 x 10.38
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
U-7-37
Page B-159

11.13.a
Sewer Master Plan Update Packet Pg. 550
Page B-160

11.13.a
Sewer Master Plan Update Packet Pg. 551
Page B-161

11.13.a
Sewer Master Plan Update Packet Pg. 552
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 00:15 0.30 18:10 1.63 0.62 07:05 0.07 01:05 0.62 0.29 07:05 0.000 13:45 0.013 0.003 0.003 02/06/2021 03:45 0.21 15:10 1.16 0.46 03:25 0.10 00:30 0.67 0.29 03:25 0.000 00:30 0.012 0.002 0.002 02/07/2021 01:45 0.18 06:25 1.24 0.51 02:35 0.05 12:20 0.67 0.31 01:55 0.000 09:05 0.009 0.003 0.003 02/08/2021 09:30 0.21 13:00 1.02 0.46 15:00 0.05 05:00 0.63 0.29 15:00 0.000 13:00 0.008 0.002 0.002 02/09/2021 05:20 0.25 10:00 1.28 0.66 06:00 0.08 22:55 0.65 0.34 06:00 0.000 15:55 0.011 0.004 0.004 02/10/2021 23:20 0.20 09:05 0.97 0.39 05:20 0.09 14:55 0.54 0.26 19:20 0.000 09:05 0.008 0.001 0.001 02/11/2021 06:15 0.16 04:10 1.00 0.42 16:55 0.05 07:30 0.60 0.26 16:55 0.000 20:25 0.008 0.002 0.002 02/12/2021 00:10 0.19 20:30 1.12 0.51 05:05 0.06 20:35 0.57 0.27 00:00 0.000 20:35 0.012 0.002 0.002 0.04 02/13/2021 18:35 0.28 15:35 1.21 0.55 05:20 0.10 14:45 0.64 0.31 18:35 0.000 15:35 0.012 0.003 0.003 02/14/2021 18:25 0.24 12:35 1.21 0.46 17:35 0.08 22:20 0.65 0.34 17:35 0.000 11:55 0.011 0.002 0.002 02/15/2021 04:45 0.21 20:20 1.13 0.42 01:20 0.06 20:20 0.66 0.30 01:20 0.000 20:20 0.015 0.002 0.002 02/16/2021 04:00 0.20 09:30 0.98 0.42 06:35 0.07 11:30 0.61 0.28 06:35 0.000 11:30 0.007 0.002 0.002 0.01 02/17/2021 04:20 0.22 20:10 0.86 0.41 01:25 0.04 06:40 0.58 0.27 01:25 0.000 20:10 0.007 0.002 0.002 02/18/2021 01:45 0.20 20:50 0.74 0.37 03:00 0.05 09:30 0.60 0.27 03:00 0.000 17:20 0.004 0.001 0.001 02/19/2021 12:00 0.15 18:25 0.93 0.39 13:30 0.05 18:20 0.69 0.29 13:30 0.000 18:20 0.011 0.002 0.002 02/20/2021 20:10 0.20 23:25 0.95 0.46 15:50 0.07 19:00 0.60 0.29 20:05 0.000 23:25 0.009 0.002 0.002 02/21/2021 05:50 0.22 18:20 1.13 0.53 09:40 0.04 20:25 0.68 0.29 09:40 0.000 20:25 0.012 0.002 0.002 02/22/2021 04:30 0.18 11:40 1.01 0.47 08:05 0.07 18:05 0.69 0.30 08:05 0.000 18:05 0.013 0.002 0.002 02/23/2021 04:45 0.17 17:25 1.10 0.45 00:20 0.06 14:05 0.67 0.31 18:35 0.000 17:25 0.009 0.002 0.002 02/24/2021 10:35 0.18 14:40 1.05 0.47 14:15 0.11 15:05 0.69 0.32 10:35 0.000 15:05 0.013 0.002 0.002 02/25/2021 06:10 0.22 15:35 1.12 0.50 02:45 0.09 11:25 0.67 0.30 05:00 0.000 11:15 0.013 0.002 0.002 02/26/2021 13:10 0.21 21:40 1.10 0.47 01:15 0.13 22:35 0.68 0.29 11:50 0.000 21:40 0.012 0.002 0.002 02/27/2021 23:30 0.21 04:05 1.05 0.47 07:10 0.08 06:05 0.66 0.30 17:15 0.000 12:25 0.010 0.002 0.002 02/28/2021 01:25 0.18 15:45 1.36 0.42 17:00 0.06 10:20 0.61 0.26 15:30 0.000 10:20 0.016 0.002 0.002 03/01/2021 02:45 0.14 08:15 1.48 0.49 02:50 0.08 08:25 0.72 0.28 02:45 0.000 08:25 0.022 0.002 0.002 03/02/2021 20:55 0.18 19:50 1.26 0.41 02:05 0.05 19:50 0.67 0.31 02:05 0.000 19:50 0.018 0.002 0.002 03/03/2021 03:50 0.21 19:40 0.89 0.39 19:15 0.11 16:10 0.63 0.29 05:50 0.000 18:35 0.008 0.002 0.002 0.09 03/04/2021 22:15 0.18 16:55 1.43 0.47 17:15 0.09 07:50 0.60 0.30 00:30 0.000 16:55 0.018 0.002 0.002 03/05/2021 01:40 0.19 23:05 1.17 0.49 15:30 0.09 08:25 0.66 0.29 15:30 0.000 08:25 0.014 0.002 0.002 03/06/2021 02:55 0.20 14:40 1.08 0.53 04:40 0.07 14:55 0.64 0.32 04:40 0.000 09:45 0.011 0.003 0.003 03/07/2021 07:40 0.18 19:35 1.32 0.55 16:50 0.10 14:50 0.67 0.31 16:50 0.000 14:10 0.017 0.003 0.003 03/08/2021 01:45 0.18 19:35 1.59 0.55 03:25 0.09 21:40 0.69 0.29 03:25 0.000 07:00 0.019 0.003 0.003 03/09/2021 04:15 0.22 09:20 0.94 0.44 09:55 0.07 17:00 0.58 0.30 14:40 0.000 09:20 0.010 0.002 0.002 0.15 03/10/2021 02:35 0.24 11:40 0.95 0.49 06:30 0.08 22:55 0.64 0.29 12:30 0.000 17:20 0.008 0.002 0.002 0.98 03/11/2021 03:55 0.23 20:20 1.07 0.43 23:45 0.07 18:25 0.57 0.28 23:45 0.000 20:20 0.011 0.002 0.002 0.08 03/12/2021 04:05 0.23 21:55 0.98 0.42 23:25 0.06 17:00 0.64 0.30 23:25 0.000 15:10 0.008 0.002 0.002 03/13/2021 04:25 0.24 18:40 1.01 0.44 15:50 0.11 18:40 0.64 0.28 02:05 0.000 18:40 0.012 0.002 0.002 03/14/2021 02:00 0.25 18:45 0.97 0.49 15:45 0.06 14:30 0.66 0.28 02:15 0.000 20:20 0.008 0.002 0.002 03/15/2021 23:05 0.26 16:40 1.49 0.51 21:55 0.07 15:40 0.68 0.29 21:55 0.000 16:40 0.018 0.002 0.002 0.18 03/16/2021 00:55 0.25 20:30 1.16 0.45 14:45 0.13 20:30 0.67 0.30 00:30 0.001 20:30 0.016 0.002 0.002 03/17/2021 05:50 0.26 18:25 1.32 0.49 08:20 0.05 21:55 0.62 0.30 08:20 0.000 18:25 0.011 0.002 0.002 03/18/2021 05:45 0.31 16:45 1.57 0.64 12:15 0.07 10:00 0.67 0.31 12:15 0.000 17:20 0.017 0.003 0.003 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM25, Pipe Height: 10.25 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-162

11.13.a
Sewer Master Plan Update Packet Pg. 553
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

0.48 0.29

0.089

0.002

1.53 Page B-163

11.13.a
Sewer Master Plan Update Packet Pg. 554
Site Commentary
Site Information
Chino_FM26
Pipe Dimensions 12.00 " x 12.25 "
Silt Level 0.00"
Overview
Site Chino_FM26 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow consisted of low depth and moderate velocity in this line.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

This line is located upstream of location Chino_FM17. See location Chino_FM17 for balancing details.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 1.22 2.22 0.063
Minimum 0.93 0.52 0.012
Maximum 1.49 4.43 0.160
Time of Minimum 2/18/2021 7:30 AM 2/6/2021 9:40 AM 2/18/2021 7:30 AM Time of Maximum 2/21/2021 11:20 AM 2/17/2021 10:35 AM 3/17/2021 2:20 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-164

11.13.a
Sewer Master Plan Update Packet Pg. 555
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM26

12.00 Low straight through flow
Not investigated

0.25"

1.63 12'
Precast/Good
VCP/Good

0.88 1/25/21 @9am
Standard Traffic Control with No Safety Concerns
12358 Central Ave
Not Investigated

12.25 2/2/21
Sensor
Location
12'

12.00 x 12.25
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
U-7-36
Page B-165

11.13.a
Sewer Master Plan Update Packet Pg. 556
Page B-166

11.13.a
Sewer Master Plan Update Packet Pg. 557
Page B-167

11.13.a
Sewer Master Plan Update Packet Pg. 558
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 20:20 1.10 11:35 1.27 1.20 23:55 0.88 10:30 3.43 1.93 23:55 0.022 10:30 0.096 0.052 0.052 02/06/2021 04:50 0.95 08:45 1.34 1.19 09:40 0.52 14:30 3.46 1.72 04:45 0.013 14:25 0.097 0.047 0.047 02/07/2021 13:15 1.11 15:00 1.24 1.18 07:05 0.67 16:15 2.86 1.61 07:05 0.017 16:15 0.078 0.042 0.042 02/08/2021 07:30 0.97 15:40 1.25 1.19 06:40 0.66 15:40 3.47 1.79 07:30 0.013 15:40 0.100 0.048 0.048 02/09/2021 02:30 1.14 03:00 1.27 1.21 03:40 0.78 12:40 3.46 1.79 03:40 0.020 12:40 0.097 0.049 0.049 02/10/2021 03:55 1.09 16:35 1.29 1.19 03:45 0.71 13:40 3.21 1.55 03:45 0.017 13:40 0.088 0.042 0.042 02/11/2021 05:50 0.99 20:45 1.27 1.19 05:25 0.62 13:35 3.45 1.82 05:15 0.013 13:35 0.099 0.050 0.050 02/12/2021 18:05 1.15 11:00 1.32 1.22 04:30 1.11 18:30 3.44 1.96 04:30 0.028 10:00 0.098 0.054 0.054 0.04 02/13/2021 03:10 1.01 01:55 1.28 1.20 03:20 0.61 15:55 3.22 1.71 03:20 0.013 15:55 0.090 0.046 0.046 02/14/2021 03:25 1.12 16:20 1.25 1.19 08:35 0.79 15:55 3.42 1.77 08:35 0.020 15:55 0.093 0.048 0.048 02/15/2021 19:50 1.10 12:20 1.26 1.19 23:30 0.79 11:55 3.32 1.90 23:30 0.020 11:55 0.095 0.051 0.051 02/16/2021 06:20 1.01 02:55 1.24 1.17 06:25 0.64 13:00 3.21 1.72 06:25 0.015 20:20 0.088 0.045 0.045 0.01 02/17/2021 03:25 1.04 15:50 1.38 1.20 02:50 0.66 10:35 4.43 2.05 03:25 0.015 10:35 0.146 0.056 0.056 02/18/2021 07:30 0.93 13:50 1.39 1.17 07:30 0.64 14:15 3.29 2.14 07:30 0.012 13:50 0.107 0.057 0.057 02/19/2021 06:50 1.02 12:05 1.43 1.17 04:10 0.78 12:05 3.50 2.07 04:10 0.017 12:05 0.122 0.055 0.055 02/20/2021 08:30 1.04 22:35 1.35 1.20 07:05 0.82 11:10 3.09 2.09 07:05 0.020 17:05 0.091 0.057 0.057 02/21/2021 02:10 1.05 11:20 1.49 1.27 02:10 1.03 16:00 3.76 2.22 02:10 0.023 16:00 0.129 0.066 0.066 02/22/2021 06:10 1.14 14:05 1.29 1.23 06:10 1.13 21:20 3.77 2.01 06:10 0.028 21:20 0.113 0.057 0.057 02/23/2021 00:25 1.13 01:30 1.31 1.21 04:00 0.84 11:25 3.42 1.84 04:00 0.021 11:25 0.096 0.051 0.051 02/24/2021 03:45 1.07 06:05 1.30 1.22 03:00 0.70 15:35 3.38 1.78 03:00 0.018 15:35 0.096 0.049 0.049 02/25/2021 06:30 1.09 23:35 1.37 1.22 06:30 0.82 19:10 3.76 1.91 06:30 0.019 19:10 0.112 0.054 0.054 02/26/2021 01:10 1.12 00:00 1.36 1.22 03:35 0.86 19:15 3.40 1.93 03:35 0.021 19:15 0.100 0.053 0.053 02/27/2021 06:40 1.11 12:35 1.29 1.22 06:45 0.80 14:50 3.41 2.06 06:45 0.020 10:40 0.101 0.058 0.058 02/28/2021 04:15 1.13 22:30 1.39 1.28 04:15 1.07 09:40 3.47 2.38 04:15 0.026 22:20 0.112 0.072 0.072 03/01/2021 16:25 1.25 11:35 1.37 1.30 16:25 1.74 08:25 3.49 2.44 16:25 0.050 11:35 0.115 0.075 0.075 03/02/2021 23:35 1.17 19:00 1.41 1.26 23:35 1.27 10:50 3.19 2.12 23:35 0.033 10:50 0.100 0.062 0.062 03/03/2021 04:25 1.05 22:05 1.34 1.23 04:25 0.64 22:05 3.88 2.44 04:25 0.014 22:05 0.122 0.070 0.070 0.09 03/04/2021 06:40 1.24 10:45 1.47 1.31 07:10 2.51 18:35 4.18 3.60 07:10 0.071 10:45 0.150 0.111 0.111 03/05/2021 03:20 1.22 16:55 1.42 1.30 05:50 2.61 15:40 4.28 3.67 05:50 0.073 15:40 0.144 0.113 0.113 03/06/2021 21:10 1.19 13:20 1.41 1.27 23:35 1.99 11:10 4.32 3.72 23:35 0.054 11:10 0.146 0.110 0.110 03/07/2021 05:00 1.17 12:05 1.32 1.23 03:50 1.69 08:40 4.24 3.31 03:50 0.044 22:30 0.127 0.093 0.093 03/08/2021 01:15 1.20 15:30 1.46 1.30 03:45 2.71 19:10 4.38 3.71 03:45 0.074 15:30 0.155 0.113 0.113 03/09/2021 05:55 1.21 21:30 1.41 1.30 04:55 2.66 10:25 4.31 3.69 04:55 0.074 21:30 0.143 0.112 0.112 0.15 03/10/2021 06:25 1.24 19:55 1.47 1.32 13:50 2.48 19:55 4.19 3.58 13:50 0.071 19:55 0.152 0.112 0.112 0.98 03/11/2021 23:25 1.16 00:00 1.40 1.28 07:20 1.38 00:55 4.08 2.41 07:20 0.037 00:55 0.134 0.072 0.072 0.08 03/12/2021 02:10 1.11 23:50 1.29 1.22 02:10 0.87 16:20 3.47 1.89 02:10 0.021 16:20 0.101 0.053 0.053 03/13/2021 06:45 1.09 15:55 1.30 1.19 06:45 0.81 17:05 2.97 1.78 06:45 0.019 15:50 0.082 0.048 0.048 03/14/2021 03:30 1.10 15:05 1.29 1.20 03:30 0.70 14:55 3.46 1.86 03:30 0.016 14:55 0.102 0.051 0.051 03/15/2021 04:20 1.05 11:35 1.29 1.20 04:20 0.64 11:20 3.19 1.89 04:20 0.014 14:25 0.091 0.051 0.051 0.18 03/16/2021 03:10 1.06 03:40 1.36 1.19 03:05 0.66 16:25 2.85 1.81 03:10 0.015 16:25 0.078 0.049 0.049 03/17/2021 04:50 1.06 14:20 1.47 1.19 03:35 0.69 14:20 4.40 1.73 03:35 0.016 14:20 0.160 0.047 0.047 03/18/2021 06:05 0.98 04:45 1.26 1.19 06:05 0.73 22:35 3.05 1.70 06:05 0.015 22:35 0.081 0.046 0.046 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM26, Pipe Height: 12.00 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-168

11.13.a
Sewer Master Plan Update Packet Pg. 559
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

1.22 2.22

2.647

0.063

1.53 Page B-169

11.13.a
Sewer Master Plan Update Packet Pg. 560
Site Commentary
Site Information
Chino_FM27
Pipe Dimensions 7.88 "
Silt Level 0.00"
Overview
Site Chino_FM27 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows both free flow and backwater conditions were recorded throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

This line is located upstream of location Chino_FM17. See location Chino_FM17 for balancing details.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 1.87 1.10 0.046
Minimum 1.05 0.27 0.006
Maximum 3.47 1.92 0.107
Time of Minimum 2/28/2021 4:15 AM 2/5/2021 2:35 AM 2/28/2021 5:35 AM Time of Maximum 2/16/2021 11:00 AM 2/23/2021 11:15 AM 3/18/2021 7:20 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-170

11.13.a
Sewer Master Plan Update Packet Pg. 561
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM27

7.88 Low straight through flow
Not investigated

0.25"

0.30 10'
Precast/Good
VCP/Good

0.75 2/4/21 @ 8:45am
Standard Traffic Control with No Safety Concerns
12479 Central Ave
Not Investigated

7.88 2/4/21
Sensor
Location
10'

7.88 x 7.88
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
U-8-29
Page B-171

11.13.a
Sewer Master Plan Update Packet Pg. 562
Page B-172

11.13.a
Sewer Master Plan Update Packet Pg. 563
Page B-173

11.13.a
Sewer Master Plan Update Packet Pg. 564
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 03:00 1.12 14:35 2.54 1.79 02:35 0.27 22:35 1.83 1.08 02:35 0.006 22:35 0.082 0.043 0.043 02/06/2021 02:15 1.25 17:00 2.51 1.83 05:00 0.32 19:40 1.88 1.08 03:55 0.009 19:40 0.099 0.044 0.044 02/07/2021 02:55 1.22 19:05 2.64 1.82 05:00 0.35 20:05 1.75 1.14 05:20 0.010 19:05 0.094 0.046 0.046 02/08/2021 07:20 1.11 20:55 2.72 1.81 02:30 0.35 20:00 1.83 1.14 02:30 0.010 13:20 0.095 0.045 0.045 02/09/2021 05:25 1.16 21:05 2.94 1.86 04:40 0.42 12:15 1.78 1.08 05:35 0.010 19:40 0.088 0.045 0.045 02/10/2021 06:15 1.31 13:30 2.55 1.83 05:15 0.38 15:10 1.75 1.10 05:15 0.009 13:30 0.094 0.045 0.045 02/11/2021 05:35 1.22 16:00 2.65 1.91 03:25 0.36 11:05 1.74 0.97 03:30 0.008 19:20 0.092 0.042 0.042 02/12/2021 23:40 1.51 09:10 2.55 1.90 02:25 0.35 22:45 1.72 1.01 02:25 0.010 09:15 0.099 0.042 0.042 0.04 02/13/2021 02:40 1.20 10:00 2.51 1.80 02:05 0.32 19:35 1.87 1.08 02:40 0.009 19:35 0.101 0.044 0.044 02/14/2021 04:30 1.22 21:35 2.81 1.78 07:35 0.35 14:00 1.83 1.11 03:55 0.010 14:00 0.091 0.043 0.043 02/15/2021 05:05 1.17 19:25 2.82 1.80 02:05 0.36 08:55 1.79 1.06 02:05 0.009 19:25 0.089 0.043 0.043 02/16/2021 04:15 1.23 11:00 3.47 1.87 05:45 0.35 19:45 1.66 1.08 05:00 0.012 19:45 0.093 0.045 0.045 0.01 02/17/2021 02:40 1.25 18:55 2.67 1.90 04:45 0.30 19:20 1.91 1.14 04:45 0.008 18:55 0.101 0.049 0.049 02/18/2021 02:30 1.33 17:05 2.48 1.96 03:25 0.44 15:25 1.89 1.30 03:25 0.014 13:25 0.102 0.057 0.057 02/19/2021 04:05 1.30 21:35 2.95 1.96 04:30 0.66 20:10 1.88 1.23 04:55 0.019 13:15 0.097 0.053 0.053 02/20/2021 05:50 1.16 21:55 2.60 1.94 04:15 0.56 08:50 1.81 1.27 05:50 0.013 09:45 0.088 0.055 0.055 02/21/2021 04:00 1.35 21:55 2.63 1.91 03:50 0.81 20:20 1.92 1.33 03:50 0.021 13:45 0.106 0.056 0.056 02/22/2021 03:35 1.31 19:10 2.99 1.90 17:25 0.65 07:15 1.89 1.23 03:50 0.020 19:55 0.106 0.051 0.051 02/23/2021 05:30 1.18 21:05 2.70 1.86 02:20 0.39 11:15 1.92 1.13 05:30 0.010 11:15 0.097 0.047 0.047 02/24/2021 02:05 1.21 21:25 2.55 1.85 02:50 0.35 21:35 1.87 1.07 02:05 0.009 10:20 0.107 0.044 0.044 02/25/2021 05:50 1.30 14:25 2.66 1.84 04:10 0.39 18:55 1.88 1.15 04:10 0.010 14:30 0.103 0.047 0.047 02/26/2021 03:55 1.21 21:35 2.70 1.83 05:10 0.38 13:15 1.81 1.06 04:00 0.010 13:15 0.086 0.043 0.043 02/27/2021 06:10 1.20 21:00 2.66 1.82 02:40 0.28 10:45 1.83 1.06 02:40 0.008 09:50 0.091 0.043 0.043 02/28/2021 04:15 1.05 19:35 2.60 1.80 05:35 0.29 06:50 1.79 1.11 05:35 0.006 18:45 0.089 0.045 0.045 03/01/2021 02:35 1.11 18:05 2.68 1.82 03:55 0.39 10:45 1.84 1.13 02:50 0.009 10:45 0.098 0.045 0.045 03/02/2021 03:00 1.21 21:35 2.83 1.85 04:25 0.33 11:55 1.92 1.08 02:40 0.009 08:05 0.101 0.045 0.045 03/03/2021 05:55 1.11 18:55 2.68 1.87 03:50 0.32 14:40 1.74 1.06 03:35 0.008 19:15 0.095 0.044 0.044 0.09 03/04/2021 04:15 1.24 13:55 2.68 1.84 03:00 0.41 10:25 1.88 1.14 03:00 0.009 19:10 0.092 0.047 0.047 03/05/2021 03:30 1.16 22:00 2.63 1.89 02:00 0.28 08:00 1.85 1.01 02:00 0.007 08:00 0.089 0.043 0.043 03/06/2021 03:10 1.09 12:35 2.74 1.87 05:30 0.30 19:15 1.85 1.11 02:50 0.007 10:15 0.107 0.047 0.047 03/07/2021 05:30 1.23 17:45 2.83 1.81 05:05 0.31 13:55 1.92 1.07 05:05 0.007 17:45 0.096 0.044 0.044 03/08/2021 04:50 1.26 10:25 2.45 1.93 05:30 0.28 10:30 1.70 1.06 04:50 0.009 10:30 0.097 0.046 0.046 03/09/2021 04:15 1.15 21:35 2.86 2.02 03:40 0.42 22:45 1.55 0.87 03:20 0.009 21:30 0.094 0.040 0.040 0.15 03/10/2021 06:15 1.20 21:00 2.62 1.90 01:30 0.48 20:05 1.90 1.14 01:35 0.011 08:00 0.103 0.048 0.048 0.98 03/11/2021 05:45 1.23 08:15 2.58 1.84 04:40 0.42 08:10 1.82 1.13 04:40 0.009 12:10 0.095 0.046 0.046 0.08 03/12/2021 03:10 1.21 18:05 2.72 1.91 01:50 0.46 10:30 1.76 1.09 01:15 0.012 10:30 0.096 0.046 0.046 03/13/2021 03:30 1.19 13:35 2.80 1.80 05:25 0.41 11:10 1.90 1.07 03:30 0.009 14:55 0.091 0.043 0.043 03/14/2021 03:20 1.17 19:45 2.61 1.83 03:05 0.38 10:00 1.92 1.05 03:55 0.009 18:25 0.094 0.043 0.043 03/15/2021 05:35 1.24 19:25 2.81 1.98 04:35 0.38 19:00 1.65 1.10 04:35 0.009 19:55 0.107 0.051 0.051 0.18 03/16/2021 02:45 1.20 21:45 3.18 2.05 16:05 0.45 06:30 1.89 1.04 02:50 0.013 09:25 0.093 0.048 0.048 03/17/2021 00:50 1.27 21:10 2.98 1.97 02:30 0.39 07:20 1.90 1.08 02:30 0.012 07:20 0.099 0.048 0.048 03/18/2021 02:10 1.14 12:45 2.66 1.89 01:45 0.32 07:30 1.81 1.05 01:45 0.006 07:20 0.107 0.045 0.045 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM27, Pipe Height: 7.88 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-174

11.13.a
Sewer Master Plan Update Packet Pg. 565
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

1.87 1.10

1.937

0.046

1.53 Page B-175

11.13.a
Sewer Master Plan Update Packet Pg. 566
Site Commentary
Site Information
Chino_FM28
Pipe Dimensions 8.00 "
Silt Level 0.00"
Overview
Site Chino_FM28 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.11 1.19 0.059
Minimum 1.01 0.28 0.005
Maximum 2.97 1.73 0.123
Time of Minimum 2/23/2021 3:45 PM 2/23/2021 4:00 PM 2/23/2021 4:00 PM Time of Maximum 2/13/2021 12:40 PM 2/15/2021 11:30 AM 2/23/2021 6:15 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-176

11.13.a
Sewer Master Plan Update Packet Pg. 567
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM28

8.00 Good straight through flow
Not investigated

0.25"

1.07 20'
Precast/Good
VCP/Good

1.38 2/2/21 @ 8:40am
Standard Traffic Control with No Safety Concerns
4439 Philadelphia St
Not Investigated

8.00 2/2/21
Sensor
Location
20'

8.00 x 8.00
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
V-6-27
Page B-177

11.13.a
Sewer Master Plan Update Packet Pg. 568
Page B-178

11.13.a
Sewer Master Plan Update Packet Pg. 569
Page B-179

11.13.a
Sewer Master Plan Update Packet Pg. 570
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 01:10 1.28 09:30 2.48 2.03 01:10 0.65 12:30 1.55 1.26 01:10 0.015 09:30 0.092 0.059 0.059 02/06/2021 04:20 1.33 14:55 2.70 2.06 04:30 0.76 14:55 1.61 1.25 04:20 0.019 14:55 0.108 0.060 0.060 02/07/2021 05:00 1.34 11:45 2.82 2.04 05:00 0.70 11:40 1.64 1.24 05:00 0.017 11:45 0.113 0.059 0.059 02/08/2021 05:00 1.34 08:50 2.59 2.10 05:20 0.63 11:15 1.66 1.30 05:20 0.016 10:50 0.103 0.064 0.064 02/09/2021 04:45 1.34 18:05 2.49 2.01 04:50 0.74 14:30 1.55 1.24 04:50 0.019 18:05 0.092 0.058 0.058 02/10/2021 04:30 1.29 18:05 2.58 2.01 01:05 0.72 17:45 1.57 1.24 04:30 0.017 18:15 0.098 0.057 0.057 02/11/2021 03:30 1.27 16:00 2.53 2.02 03:30 0.62 18:20 1.52 1.20 03:30 0.014 19:35 0.093 0.057 0.057 02/12/2021 01:20 1.22 18:20 2.66 2.20 00:55 0.57 00:10 1.35 0.98 01:20 0.013 18:15 0.081 0.051 0.051 0.04 02/13/2021 03:50 1.84 12:40 2.97 2.30 05:10 0.52 11:50 1.38 1.00 05:10 0.021 12:40 0.105 0.056 0.056 02/14/2021 03:35 1.76 12:15 2.84 2.26 04:35 0.46 12:10 1.37 0.98 04:30 0.018 12:10 0.098 0.054 0.054 02/15/2021 23:55 1.76 11:25 2.88 2.21 01:35 0.67 11:30 1.73 1.17 01:35 0.027 11:30 0.118 0.061 0.061 02/16/2021 03:00 1.44 17:35 2.80 2.08 02:45 0.76 17:35 1.61 1.22 03:00 0.022 17:35 0.113 0.059 0.059 0.01 02/17/2021 02:25 1.56 12:15 2.64 2.08 05:05 0.72 11:30 1.56 1.21 02:20 0.023 12:15 0.101 0.058 0.058 02/18/2021 03:15 1.28 20:25 2.61 2.05 03:15 0.67 20:25 1.59 1.24 03:15 0.016 20:25 0.102 0.059 0.059 02/19/2021 03:00 1.32 10:55 2.59 2.04 03:00 0.68 10:55 1.62 1.23 03:00 0.017 10:55 0.103 0.058 0.058 02/20/2021 04:45 1.48 11:25 2.85 2.14 05:10 0.79 11:25 1.68 1.29 05:10 0.023 11:25 0.122 0.065 0.065 02/21/2021 06:00 1.28 12:25 2.60 2.06 06:00 0.64 14:55 1.60 1.24 06:00 0.015 14:55 0.100 0.061 0.061 02/22/2021 02:40 1.36 12:05 2.54 2.09 02:40 0.75 12:05 1.57 1.27 02:40 0.019 12:05 0.097 0.062 0.062 02/23/2021 15:45 1.01 18:15 2.88 1.86 16:00 0.28 18:15 1.68 1.02 16:00 0.005 18:15 0.123 0.048 0.048 02/24/2021 02:55 1.39 19:25 2.65 2.07 03:05 0.59 19:25 1.55 1.21 03:15 0.018 19:25 0.101 0.059 0.059 02/25/2021 03:15 1.30 17:45 2.58 2.05 03:15 0.64 10:35 1.60 1.22 03:15 0.015 17:45 0.099 0.058 0.058 02/26/2021 01:50 1.40 11:30 2.55 2.07 03:15 0.76 09:45 1.58 1.28 03:15 0.020 09:45 0.097 0.062 0.062 02/27/2021 03:40 1.36 11:40 2.56 2.01 03:25 0.56 12:00 1.62 1.26 03:25 0.015 12:00 0.099 0.059 0.059 02/28/2021 03:00 1.30 12:25 2.55 2.02 03:00 0.65 20:25 1.60 1.24 03:00 0.015 20:25 0.099 0.058 0.058 03/01/2021 06:05 1.30 20:40 2.49 2.07 06:05 0.66 15:45 1.59 1.28 06:05 0.016 20:40 0.095 0.061 0.061 03/02/2021 03:25 1.36 20:10 2.66 2.03 02:30 0.75 20:35 1.63 1.23 04:10 0.020 20:35 0.106 0.058 0.058 03/03/2021 05:05 1.48 12:45 2.48 2.09 02:45 0.72 12:40 1.53 1.26 05:10 0.022 12:40 0.090 0.061 0.061 0.09 03/04/2021 05:25 1.49 10:05 2.58 2.09 05:25 0.83 10:05 1.55 1.26 05:25 0.024 10:05 0.098 0.060 0.060 03/05/2021 04:55 1.48 13:50 2.49 2.11 04:55 0.82 09:40 1.54 1.27 04:55 0.024 13:50 0.091 0.062 0.062 03/06/2021 04:35 1.38 12:20 2.73 2.09 03:35 0.71 12:40 1.67 1.26 04:35 0.019 12:20 0.113 0.062 0.062 03/07/2021 04:35 1.34 10:05 2.66 2.07 03:20 0.54 10:10 1.65 1.19 04:40 0.014 10:10 0.108 0.059 0.059 03/08/2021 03:00 1.39 09:50 2.65 2.12 03:00 0.73 11:35 1.60 1.27 03:00 0.019 20:00 0.102 0.063 0.063 03/09/2021 04:55 1.54 19:05 2.54 2.10 04:45 0.85 19:05 1.58 1.27 04:50 0.026 19:05 0.097 0.062 0.062 0.15 03/10/2021 02:40 1.51 16:40 2.69 2.17 02:40 0.78 10:40 1.51 1.21 02:40 0.023 16:40 0.096 0.062 0.062 0.98 03/11/2021 02:25 1.59 13:50 2.68 2.21 03:45 0.69 20:05 1.47 1.16 02:25 0.023 20:10 0.095 0.061 0.061 0.08 03/12/2021 04:10 1.49 20:05 2.70 2.13 04:00 0.68 20:05 1.49 1.13 04:10 0.020 20:05 0.099 0.056 0.056 03/13/2021 04:15 1.37 11:25 2.94 2.24 03:20 0.45 11:25 1.54 1.18 03:40 0.013 11:25 0.116 0.064 0.064 03/14/2021 02:00 1.70 14:25 2.91 2.30 02:00 0.64 14:25 1.53 1.17 02:00 0.022 14:25 0.113 0.065 0.065 03/15/2021 02:00 1.81 16:35 2.92 2.32 03:45 0.73 16:35 1.54 1.15 02:00 0.030 16:35 0.115 0.064 0.064 0.18 03/16/2021 04:05 1.43 17:40 2.65 2.18 04:10 0.49 17:40 1.42 1.09 04:10 0.014 17:40 0.093 0.056 0.056 03/17/2021 04:45 1.43 19:20 2.69 2.20 04:35 0.56 18:35 1.43 1.05 04:45 0.016 18:35 0.095 0.055 0.055 03/18/2021 10:10 1.12 13:55 2.93 2.08 09:55 0.38 20:50 1.47 0.96 09:55 0.007 13:55 0.107 0.052 0.052 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM28, Pipe Height: 8.00 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-180

11.13.a
Sewer Master Plan Update Packet Pg. 571
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

2.11 1.19

2.485

0.059

1.53 Page B-181

11.13.a
Sewer Master Plan Update Packet Pg. 572
Site Commentary
Site Information
Chino_FM29
Pipe Dimensions 7.88 "
Silt Level 0.00"
Overview
Site Chino_FM29 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location however significant backwater occurred on February 10, 2021.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 1.92 3.53 0.149
Minimum 1.36 1.58 0.046
Maximum 3.80 4.47 0.292
Time of Minimum 2/24/2021 3:50 AM 3/16/2021 2:00 AM 3/8/2021 2:00 AM Time of Maximum 2/10/2021 10:40 AM 3/15/2021 11:15 AM 2/10/2021 9:15 AM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100
Page B-182

11.13.a
Sewer Master Plan Update Packet Pg. 573
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM29

7.88 Low straight through flow
Not investigated

0.25"

2.60 8'
Precast/Good
VCP/Good

1.63 2/4/21 @ 3am
Standard Traffic Control with No Safety Concerns
11918 Central Ave
Not Investigated

7.88 2/4/21
Sensor
Location
8'

7.88 x 7.88
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
olf w
ri d .

Chino
W-7-51
Page B-183

11.13.a
Sewer Master Plan Update Packet Pg. 574
Page B-184

11.13.a
Sewer Master Plan Update Packet Pg. 575
Page B-185

11.13.a
Sewer Master Plan Update Packet Pg. 576
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 04:05 1.40 21:55 2.55 1.91 03:35 1.84 12:00 4.43 3.57 03:35 0.059 21:50 0.239 0.149 0.149 02/06/2021 03:15 1.41 11:55 2.55 1.93 03:45 1.76 12:00 4.35 3.58 03:45 0.052 11:55 0.265 0.153 0.153 02/07/2021 04:35 1.40 12:25 2.53 1.92 04:55 1.63 16:20 4.36 3.52 04:55 0.047 12:25 0.259 0.150 0.150 02/08/2021 02:15 1.37 07:05 2.23 1.88 03:20 1.69 16:35 4.31 3.49 03:20 0.048 22:00 0.207 0.143 0.143 02/09/2021 02:30 1.37 22:35 2.63 1.90 03:05 1.89 18:45 4.24 3.48 02:35 0.056 21:45 0.228 0.144 0.144 02/10/2021 05:20 1.51 10:40 3.80 2.10 02:55 1.74 22:25 4.22 3.36 02:55 0.053 09:15 0.292 0.157 0.157 02/11/2021 02:45 1.36 14:45 2.68 1.90 02:30 2.14 20:15 4.21 3.57 03:35 0.063 13:25 0.240 0.148 0.148 02/12/2021 01:30 1.43 11:55 2.71 1.90 03:55 2.36 21:20 4.17 3.56 01:30 0.069 16:55 0.240 0.147 0.147 0.04 02/13/2021 04:25 1.48 18:15 2.64 1.94 02:35 1.75 11:55 4.33 3.51 04:10 0.057 18:15 0.243 0.151 0.151 02/14/2021 03:35 1.40 17:40 2.57 1.93 04:20 1.62 12:40 4.28 3.50 04:20 0.048 09:40 0.229 0.149 0.149 02/15/2021 04:25 1.42 08:30 2.54 1.93 03:55 1.84 19:35 4.29 3.54 03:55 0.063 08:30 0.236 0.150 0.150 02/16/2021 03:15 1.41 15:40 2.64 1.94 02:50 1.72 08:30 4.21 3.58 02:50 0.053 15:40 0.252 0.153 0.153 0.01 02/17/2021 02:20 1.44 17:10 2.56 1.93 03:10 2.03 19:45 4.29 3.57 03:10 0.065 14:00 0.243 0.151 0.151 02/18/2021 02:30 1.42 18:25 2.43 1.90 03:00 1.70 10:50 4.22 3.53 03:00 0.052 16:45 0.222 0.147 0.147 02/19/2021 01:45 1.37 14:25 2.61 1.93 02:55 1.89 13:00 4.28 3.58 03:30 0.057 14:25 0.246 0.152 0.152 02/20/2021 05:30 1.37 09:00 2.52 1.94 04:25 1.68 11:15 4.35 3.59 04:25 0.050 11:15 0.250 0.154 0.154 02/21/2021 03:40 1.38 12:30 2.53 1.90 04:35 1.98 12:00 4.31 3.61 04:15 0.061 11:10 0.252 0.151 0.151 02/22/2021 03:25 1.46 18:30 2.41 1.90 02:10 2.43 18:20 4.38 3.62 05:15 0.077 18:30 0.237 0.149 0.149 02/23/2021 04:40 1.44 17:25 2.47 1.91 02:50 2.08 16:15 4.27 3.57 02:10 0.066 13:40 0.228 0.150 0.150 02/24/2021 03:50 1.36 08:50 2.50 1.91 02:25 1.82 13:25 4.31 3.56 02:25 0.052 16:10 0.226 0.149 0.149 02/25/2021 01:55 1.39 23:10 2.63 1.92 03:05 1.96 06:30 4.29 3.59 03:05 0.062 23:10 0.232 0.151 0.151 02/26/2021 03:50 1.39 08:10 2.50 1.95 01:45 1.88 16:10 4.22 3.57 01:45 0.061 08:10 0.229 0.153 0.153 02/27/2021 04:45 1.43 12:00 2.46 1.97 03:45 2.30 16:20 4.34 3.63 03:40 0.075 12:00 0.250 0.159 0.159 02/28/2021 03:15 1.43 07:25 2.53 1.95 04:00 1.76 12:30 4.37 3.59 04:00 0.054 10:55 0.237 0.155 0.155 03/01/2021 03:50 1.38 16:00 2.54 1.90 03:10 1.73 13:00 4.34 3.53 03:10 0.054 16:00 0.238 0.146 0.146 03/02/2021 04:20 1.40 11:35 2.45 1.92 03:05 1.91 18:20 4.26 3.51 03:05 0.059 11:35 0.216 0.148 0.148 03/03/2021 02:25 1.45 08:45 2.39 1.90 03:20 1.88 21:20 4.18 3.54 03:20 0.058 08:45 0.212 0.146 0.146 0.09 03/04/2021 04:25 1.40 20:05 2.45 1.92 02:15 1.84 09:25 4.23 3.46 02:15 0.060 20:05 0.234 0.145 0.145 03/05/2021 02:35 1.45 19:10 2.57 1.93 03:35 1.91 13:20 4.15 3.48 03:35 0.053 19:10 0.237 0.148 0.148 03/06/2021 06:10 1.42 10:25 2.48 1.96 02:20 1.92 11:20 4.24 3.49 04:15 0.064 10:35 0.233 0.151 0.151 03/07/2021 01:50 1.43 08:05 2.33 1.92 01:35 1.76 21:05 4.31 3.45 03:35 0.057 14:30 0.222 0.146 0.146 03/08/2021 01:00 1.44 10:05 2.66 1.90 02:05 1.59 19:55 4.15 3.43 02:00 0.046 10:05 0.233 0.142 0.142 03/09/2021 02:45 1.40 23:25 2.38 1.90 02:00 1.80 17:50 4.23 3.46 02:00 0.056 17:50 0.208 0.143 0.143 0.15 03/10/2021 04:35 1.46 23:35 2.71 1.94 02:10 1.71 22:50 4.26 3.49 02:20 0.053 22:45 0.261 0.149 0.149 0.98 03/11/2021 04:00 1.46 20:50 2.43 1.92 02:30 1.95 10:55 4.13 3.54 02:25 0.070 20:50 0.220 0.148 0.148 0.08 03/12/2021 03:05 1.40 14:20 2.39 1.88 02:05 1.75 11:10 4.15 3.42 02:05 0.056 16:50 0.210 0.139 0.139 03/13/2021 04:35 1.43 11:00 2.53 1.92 03:25 1.75 08:30 4.27 3.46 03:25 0.055 08:30 0.237 0.146 0.146 03/14/2021 04:50 1.39 07:55 2.54 1.92 03:45 1.81 19:00 4.29 3.52 03:45 0.056 14:45 0.226 0.148 0.148 03/15/2021 02:10 1.41 08:20 2.45 1.86 02:00 1.91 11:15 4.47 3.53 02:15 0.061 08:20 0.223 0.142 0.142 0.18 03/16/2021 03:00 1.37 17:35 2.41 1.90 02:00 1.58 09:25 4.39 3.56 02:00 0.047 11:50 0.221 0.148 0.148 03/17/2021 03:25 1.42 11:15 2.51 1.93 03:20 1.65 21:25 4.18 3.46 03:20 0.047 11:15 0.239 0.147 0.147 03/18/2021 05:15 1.42 11:20 2.48 1.95 01:45 1.90 21:15 4.18 3.53 01:45 0.062 11:20 0.236 0.152 0.152 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM29, Pipe Height: 7.88 in, Silt: -- in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-186

11.13.a
Sewer Master Plan Update Packet Pg. 577
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

1.92 3.53

6.249

0.149

1.53 Page B-187

11.13.a
Sewer Master Plan Update Packet Pg. 578
Site Commentary
Site Information
Chino_FM30
Pipe Dimensions 14.00 " x 14.25 "
Silt Level 0.00"
Overview
Site Chino_FM30 functioned under normal conditions during the period Friday, February 5, 2021 to Thursday, March 18, 2021. No surcharge conditions were experienced at this location. Review of the scattergraph shows that flows remained free flowing throughout the period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location.

This line is located upstream of location Chino_FM06. See location Chino_FM06 for balancing details.

Chino_FM30 is located downstream of location Chino_FM02 and Chino_FM25. A review of balancing indicates that Chino_FM30 is out of balance with upstream meters. The imbalance may be caused, in part, by the hydraulic conditions observed at upstream site FM02.

Observations
Average flow depth, velocity, and quantity data observed during Friday, February 5, 2021 to Thursday, March 18, 2021 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 1.63 2.74 0.130
Minimum 1.24 0.63 0.021
Maximum 2.06 3.99 0.234
Time of Minimum 2/14/2021 4:50 AM 2/17/2021 2:00 AM 2/17/2021 2:00 AM Time of Maximum 2/20/2021 2:35 PM 2/17/2021 3:55 PM 2/17/2021 3:55 PM Data Quality
Data uptime observed during the Friday, February 5, 2021 to the Thursday, March 18, 2021 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 99
Velocity (ft/s) 99
Quantity (MGD) 99
Page B-188

11.13.a
Sewer Master Plan Update Packet Pg. 579
ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic/Velocity/Pressure
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
x
Monitor Model
Install Date:

Agency:

Triton +
Peak Doppler
0 Backup
Chino Dudek TFM 2021 Chino
FM30

14.00 Low straight through flow
Not investigated

0.25"

3.69 10'
Precast/Good
VCP/Good

1.63 2/5/21 @ 8:30am
Standard Traffic Control with No Safety Concerns
13505 Monte Vista Ave
Not Investigated

14.25 2/5/21
Sensor
Location
10'

14.00 x 14.25
“
“
--
0 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual/Wireless Collect
"
ADS Site
Location
ADS Site
Location
f ol w
dir.

Chino
Q-7-13
Page B-189

11.13.a
Sewer Master Plan Update Packet Pg. 580
Page B-190

11.13.a
Sewer Master Plan Update Packet Pg. 581
Page B-191

11.13.a
Sewer Master Plan Update Packet Pg. 582
Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 02/05/2021 23:30 1.51 21:20 1.87 1.71 23:25 2.57 18:55 3.59 3.17 23:25 0.107 20:20 0.186 0.155 0.081 02/06/2021 03:05 1.31 10:30 1.95 1.64 03:00 0.81 11:25 3.59 2.78 03:00 0.028 12:50 0.199 0.133 0.133 02/07/2021 04:50 1.28 20:10 1.96 1.63 04:50 1.17 11:20 3.65 2.70 04:50 0.038 11:20 0.206 0.128 0.128 02/08/2021 05:25 1.27 15:25 1.90 1.62 04:00 0.84 18:30 3.63 2.70 04:00 0.029 15:40 0.194 0.129 0.129 02/09/2021 03:50 1.30 18:25 1.89 1.62 04:55 1.17 19:25 3.58 2.72 03:50 0.039 19:25 0.189 0.128 0.128 02/10/2021 02:20 1.28 19:15 1.94 1.62 02:25 0.90 21:05 3.65 2.68 02:25 0.029 17:55 0.198 0.127 0.127 02/11/2021 04:10 1.32 18:25 1.93 1.63 03:25 1.07 17:40 3.57 2.74 03:25 0.037 21:05 0.196 0.129 0.129 02/12/2021 05:20 1.35 17:05 1.88 1.62 03:50 1.31 17:40 3.55 2.73 03:50 0.048 17:05 0.193 0.127 0.127 0.04 02/13/2021 04:20 1.26 13:40 1.92 1.61 05:35 1.11 10:10 3.56 2.68 05:35 0.036 17:10 0.194 0.125 0.125 02/14/2021 04:50 1.24 10:55 1.93 1.58 03:45 1.08 13:35 3.65 2.66 03:45 0.034 10:55 0.201 0.122 0.122 02/15/2021 03:45 1.29 13:10 1.90 1.62 04:20 1.26 19:15 3.63 2.77 03:35 0.042 13:10 0.190 0.131 0.131 02/16/2021 03:15 1.31 18:15 1.93 1.62 02:00 1.37 14:25 3.62 2.77 03:15 0.046 20:15 0.189 0.129 0.129 0.01 02/17/2021 03:20 1.28 18:15 1.94 1.61 02:00 0.63 15:55 3.99 2.70 02:00 0.021 15:55 0.234 0.126 0.126 02/18/2021 03:25 1.28 21:30 1.92 1.61 02:45 1.02 19:05 3.77 2.75 02:45 0.037 20:20 0.197 0.128 0.128 02/19/2021 03:20 1.34 15:40 1.89 1.64 03:05 1.46 17:30 3.57 2.80 03:05 0.052 19:30 0.186 0.132 0.132 02/20/2021 03:40 1.24 14:35 2.06 1.63 03:30 0.70 13:25 3.71 2.65 03:30 0.022 14:35 0.216 0.127 0.127 02/21/2021 05:05 1.26 09:25 1.91 1.61 05:05 1.17 13:10 3.57 2.68 05:05 0.036 12:25 0.195 0.126 0.126 02/22/2021 02:05 1.26 22:05 1.90 1.62 02:15 0.80 12:00 3.68 2.68 02:15 0.025 22:05 0.193 0.127 0.127 02/23/2021 02:20 1.32 18:35 1.91 1.62 05:15 0.78 19:50 3.63 2.73 05:15 0.027 21:30 0.199 0.128 0.128 02/24/2021 03:25 1.28 15:20 1.89 1.63 02:30 0.90 07:50 3.58 2.74 02:30 0.030 17:20 0.191 0.129 0.129 02/25/2021 04:00 1.28 12:00 1.89 1.62 04:00 0.81 18:50 3.61 2.71 04:00 0.026 12:00 0.191 0.127 0.127 02/26/2021 04:40 1.30 10:10 1.88 1.62 02:25 0.86 13:35 3.63 2.73 04:35 0.030 13:35 0.192 0.128 0.128 02/27/2021 04:20 1.26 13:35 1.92 1.62 05:10 0.79 11:40 3.56 2.64 05:10 0.025 13:40 0.195 0.124 0.124 02/28/2021 03:10 1.29 14:10 1.91 1.61 02:40 0.69 20:05 3.61 2.64 02:40 0.023 20:05 0.200 0.123 0.123 03/01/2021 04:00 1.26 21:45 1.96 1.62 04:30 1.17 14:45 3.61 2.68 04:30 0.039 21:40 0.195 0.126 0.126 03/02/2021 04:45 1.29 22:25 1.89 1.61 02:50 0.93 19:10 3.61 2.68 02:50 0.032 20:50 0.191 0.124 0.124 03/03/2021 03:00 1.31 07:30 1.96 1.64 02:30 1.05 15:55 3.62 2.73 02:30 0.036 07:30 0.195 0.130 0.130 0.09 03/04/2021 03:20 1.33 14:20 1.92 1.66 03:30 1.38 14:10 3.73 2.79 03:30 0.048 14:10 0.204 0.135 0.135 03/05/2021 02:50 1.36 12:20 1.99 1.70 04:05 1.26 15:15 3.54 2.84 04:05 0.045 12:25 0.206 0.142 0.142 03/06/2021 05:20 1.37 12:20 1.94 1.67 05:10 1.37 11:35 3.74 2.90 05:10 0.049 11:35 0.195 0.139 0.139 03/07/2021 03:50 1.35 15:35 1.92 1.66 04:15 1.09 14:00 3.66 2.80 04:15 0.039 10:40 0.193 0.136 0.136 03/08/2021 04:00 1.35 09:15 2.04 1.66 02:25 1.33 19:25 3.67 2.76 02:25 0.047 20:50 0.205 0.133 0.133 03/09/2021 02:45 1.28 16:50 1.91 1.62 03:35 0.78 23:40 3.73 2.70 03:35 0.027 20:20 0.190 0.128 0.128 0.15 03/10/2021 02:25 1.33 07:20 1.96 1.68 01:35 1.50 06:35 3.80 2.97 01:35 0.053 06:55 0.217 0.144 0.144 0.98 03/11/2021 04:30 1.35 21:25 1.89 1.66 01:20 1.54 19:20 3.76 2.84 01:20 0.059 19:20 0.199 0.137 0.137 0.08 03/12/2021 04:40 1.31 17:40 1.95 1.66 04:00 1.13 09:35 3.61 2.73 04:00 0.040 17:30 0.195 0.132 0.132 03/13/2021 05:35 1.30 18:20 1.94 1.67 04:55 0.82 15:55 3.71 2.76 04:55 0.030 18:25 0.198 0.134 0.134 03/14/2021 04:20 1.29 13:50 1.96 1.65 03:40 0.93 14:20 3.64 2.69 03:40 0.031 14:20 0.197 0.130 0.130 03/15/2021 03:15 1.31 16:45 1.93 1.64 03:15 1.25 19:10 3.58 2.76 03:15 0.042 16:45 0.200 0.131 0.131 0.18 03/16/2021 02:10 1.32 12:45 1.93 1.63 02:50 0.92 19:45 3.72 2.77 02:50 0.032 16:05 0.191 0.131 0.131 03/17/2021 03:20 1.30 07:35 1.99 1.63 02:55 0.82 20:40 3.59 2.68 02:55 0.028 07:35 0.214 0.127 0.127 03/18/2021 04:55 1.32 21:55 1.94 1.63 03:05 0.90 12:35 3.72 2.72 03:05 0.031 21:55 0.194 0.128 0.128 Daily Tabular Report
Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Chino_FM30, Pipe Height: 14.00 in, Silt: 0.00 in
Report Summary For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-192

11.13.a
Sewer Master Plan Update Packet Pg. 583
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Rain
(in)
Avg
Total

1.63 2.74

5.400

0.130

1.53 Page B-193

11.13.a
Sewer Master Plan Update Packet Pg. 584
Rainfall data
Chino_RG01PLS
Rain Collector Dimensions 8.00 "
Silt Level N/A
The rainfall measured at Chino_RG01PLS from February 05, 2021 to March 18, 2021 is 1.46 inches.

Page B-194

11.13.a
Sewer Master Plan Update Packet Pg. 585
ADS Site Report
Project Name: FM Initials:

Site Name:

Access: Type of
System:

Sanitary
Investigation Information:

Installation Information
Installation Type: Rain Gauge
Monitoring Period: 1/25/21-4/1/21
Increments of Rain Fall:

Monitor Type
Tipping Bucket Dia.

Data Acquisition
Tipping Bucket Model
Quality Form
Address/Location:

SK
Drive
Storm Combined
x
Rain Gauge Area Rain Gauge Photo
Additional Site Information / Comments:

Monitor Model
Install Date:

City:

Rain Alert III
Rain Gauge Data Logger
Chino Dudek TFM 2021 Chino
RG01PLS
8"
16629 Johnson Ave
1/25/21
Sensor
Location
Site Location
Data logger
Tipping
Bucket
Monitor

0.01"
Test Tips: 10 tips on 1/25/21
Other Information:

Hydrological Services TB06
Wireless
Site Location
Rain
Rain Gauge
Page B-195

11.13.a
Sewer Master Plan Update Packet Pg. 586
Page B-196

11.13.a
Sewer Master Plan Update Packet Pg. 587
Date Rain (in)
Time Min Time Max Avg Total
02/05/2021
02/06/2021
02/07/2021
02/08/2021
02/09/2021
02/10/2021
02/11/2021
02/12/2021
02/13/2021
02/14/2021
02/15/2021
02/16/2021
02/17/2021
02/18/2021
02/19/2021
02/20/2021
02/21/2021
02/22/2021
02/23/2021
02/24/2021
02/25/2021
02/26/2021
02/27/2021
02/28/2021
03/01/2021
03/02/2021
03/03/2021 0.23
03/04/2021
03/05/2021
03/06/2021
03/07/2021
03/08/2021
03/09/2021 0.02
03/10/2021 0.86
03/11/2021 0.09
03/12/2021 0.12
03/13/2021
03/14/2021
Daily Tabular Report
Chino_RG01PLS , Silt: -- Daily Tabular Report For The Period 02/05/2021 00:00 - 03/18/2021 23:59 Page B-197

11.13.a
Sewer Master Plan Update Packet Pg. 588
Date Rain (in)
Time Min Time Max Avg Total
03/15/2021 0.14
03/16/2021
03/17/2021
03/18/2021
Rain
(in)
Avg
Total 1.46

Report Summary For The Period 02/05/2021 - 03/18/2021
Page B-198

11.13.a
Sewer Master Plan Update Packet Pg. 589
Rainfall data
Chino_RG02
Rain Collector Dimensions 8.00 "
Silt Level N/A
The rainfall measured at Chino_RG02 from February 05, 2021 to March 18, 2021 is 1.53 inches.

The rainfall measured at Chino_RG02 from February 19, 2021 to April 01, 2021 is 1.48 inches. This is the monitoring period used for location Chino_FM02.

Page B-199

11.13.a
Sewer Master Plan Update Packet Pg. 590
ADS Site Report
Project Name: FM Initials:

Site Name:

Access: Type of
System:

Sanitary
Investigation Information:

Installation Information
Installation Type: Rain Gauge
Monitoring Period: 1/25/21-4/1/21
Increments of Rain Fall:

Monitor Type
Tipping Bucket Dia.

Data Acquisition
Tipping Bucket Model
Quality Form
Address/Location:

SK
Drive
Storm Combined
x
Rain Gauge Area Rain Gauge Photo
Additional Site Information / Comments:

Monitor Model
Install Date:

City:

Rain Alert III
Rain Gauge Data Logger
Chino Dudek TFM 2021 Chino
RG02
8"
11840 S. Benson Ave
1/25/21
Sensor
Location
Site Location
Data logger
Tipping
Bucket
Monitor

0.01"
Test Tips: 10 tips on 1/25/21
Other Information:

Hydrological Services TB06
Wireless
Site Location
Rain
Rain Gauge
Page B-200

11.13.a
Sewer Master Plan Update Packet Pg. 591
Page B-201

11.13.a
Sewer Master Plan Update Packet Pg. 592
Date Rain (in)
Time Min Time Max Avg Total
02/05/2021
02/06/2021
02/07/2021
02/08/2021
02/09/2021
02/10/2021
02/11/2021
02/12/2021 0.04
02/13/2021
02/14/2021
02/15/2021
02/16/2021 0.01
02/17/2021
02/18/2021
02/19/2021
02/20/2021
02/21/2021
02/22/2021
02/23/2021
02/24/2021
02/25/2021
02/26/2021
02/27/2021
02/28/2021
03/01/2021
03/02/2021
03/03/2021 0.09
03/04/2021
03/05/2021
03/06/2021
03/07/2021
03/08/2021
03/09/2021 0.15
03/10/2021 0.98
03/11/2021 0.08
03/12/2021
03/13/2021
03/14/2021
Daily Tabular Report
Chino_RG02 , Silt: -- Daily Tabular Report For The Period 02/05/2021 00:00 - 04/01/2021 23:59 Page B-202

11.13.a
Sewer Master Plan Update Packet Pg. 593
Date Rain (in)
Time Min Time Max Avg Total
03/15/2021 0.18
03/16/2021
03/17/2021
03/18/2021
03/19/2021
03/20/2021
03/21/2021
03/22/2021
03/23/2021
03/24/2021
03/25/2021
03/26/2021
03/27/2021
03/28/2021
03/29/2021
03/30/2021
03/31/2021
04/01/2021
Rain
(in)
Avg
Total 1.53

Report Summary For The Period 02/05/2021 - 04/01/2021
Page B-203

11.13.a
Sewer Master Plan Update Packet Pg. 594
Chino MS211 Sewer Master Plan Page C-1
Appendix C
Pipeline Condition Assessment Log
(FOR INTERNAL USE ONLY)

11.13.a
Sewer Master Plan Update Packet Pg. 595
Chino MS211 Sewer Master Plan Page D-1
Appendix D
CIP Cost Opinion Details

11.13.a
Sewer Master Plan Update Packet Pg. 596
City of Chino
2022 Citywide Sewer Master Plan
Existing (2021) Near-Term (2030) Ultimate (2040)
PCAP-1 Remington Ave & Flight Ave Pipeline Upsizing Upsize 3,990 LF of 8-inch to 12-inch Max d/D is 0.58 under 2021 PDWF $ 1,908,000 - - PCAP-2 Vista del Rio Ave Pipeline Upsizing Upsize 1,270 LF of 8-inch to 12-inch Max d/D is 0.59 under 2021 PDWF $ 809,000 - - PCAP-3 Buckeye St & Fern Ave Pipeline Upsizing Upsize 520 LF of 8-inch to 12-inch Max d/D is 0.57 under 2021 PDWF $ 435,000 - - PCAP-4 12th St (North of Edison Ave) Pipeline Upsizing Upsize 340 LF of 8-inch to 12-inch and 50 LF of 8-inch to 15-inch
Max d/D is 1.0 under 2021 PDWF $ 381,000 - -
PCAP-5 Cypress Ave at Germantown Rd Pipeline Upsizing Upsize 380 LF of 8-inch to 12-inch Max d/D is 0.52 under 2021 PDWF $ 347,000 - - PCAP-6 Schaefer Ave (West of Roswell Ave) Pipeline Upsizing Upsize 310 LF of 8-inch pipe to 12-inch Max d/D is 0.51 under 2021 PDWF $ 301,000 - - PCAP-7 Oaks Ave (North of Edison Ave) Pipeline Upsizing Upsize 680 LF of 10-inch pipe to 12-inch Max d/D is 0.51 under 2030 PDWF - $ 522,000 - PCAP-8 Chino Corona Rd Pipeline Upsizing Upsize 1,480 LF of 16-inch to 20-inch Max d/D is 0.85 under 2040 PDWF - - $ 1,422,000 PCAP-9 East Preserve Loop and Pine Ave Pipeline Upsizing Upsize 60 LF of 10-inch pipe to 12-inch Max d/D is 0.52 under 2040 PDWF - - $ 84,000 PCAP-10 Yorba Ave (South of Doheny Dr) Pipeline Upsizing Upsize 110 LF of 10-inch pipe to 12-inch Max d/D is 0.50 under 2040 PDWF - - $ 132,000 PCAP-11 Yorba Ave (Davis St to Roosevelt St) Pipeline Upsizing Upsize 200 LF of 10-inch pipe to 12-inch Max d/D is 0.50 under 2040 PDWF - - $ 210,000 PCAP-12 Orgren Ct (North of Walnut Ave) Pipeline Upsizing Upsize 120 LF of 8-inch pipe to 12-inch Max d/D is 0.53 under 2040 PDWF - - $ 143,000 PCAP-13 Telephone Ave (North of Walnut Ave) Pipeline Upsizing Upsize 650 LF of 8-inch pipe to 12-inch Max d/D is 0.53 under 2040 PDWF - - $ 501,000 Total Gravity Sewer Projects (Capacity Improvements ONLY): $ 4,181,000 $ 522,000 $ 2,492,000 LS-1 Preserve LS Pump Addition Install a third 2.73 MGD design flow pump to the existing Preserve LS.

Accommodate increased flows to Preserve
LS resulting from near-term developments
by 2030.
$ 200,000 - -
LS-2 Preserve LS Ultimate Flow Study Perform updated flow analysis in 2030 to re-evaluate ultimate PDWF capacity requirement for Preserve LS.

Appropriately size additional pumps and
discharge piping to accommodate ultimate
PDWF.
$ - $ 50,000 -
$ 200,000 $ 50,000 $ -
SC-1 Smart Manhole Cover Installation & Monitoring Install four (4) smart manhole covers at manhole locations indicated on Figure 8.2
Monitor areas with projected SSOs in
existing scenario.
$ 39,000 - -
$ 39,000 $ - $ -
TOTAL: $ 4,420,000 $ 572,000 $ 2,492,000
Lift Station Projects
Project Cost Summary - See separate spreadsheet for condition assessment cost summary Project Costs by Planning Period ($)
Project ID Project Name Description Justification
Gravity Sewer Projects (Capacity Improvements)
Total Lift Station Projects:

SmartCover Projects
Total Flow Monitoring Projects:

Chino MS211 Sewer Master Plan Page D-1

11.13.a
Sewer Master Plan Update Packet Pg. 597
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Remington Ave & Flight Ave 12-inch
Replacement LF 3,990 $372 $ 1,484,280
2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 1,491,280
Soft Costs:

Engineering (12%) $ 177,783
Construction Management (10%) $ 149,128
Engineering Services During Construction (2%) $ 29,826
Environmental (2%) $ 29,826
Administration (2%) $ 29,826
Project Total $ 1,908,000
Remington Ave & Flight Ave Pipeline Upsizing (PCAP-1)

11.13.a
Sewer Master Plan Update Packet Pg. 598
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Vista del Rio Ave 12-inch Replacement LF 1,270 $468 $ 594,360 2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 601,360
Soft Costs:

Engineering (18%) $ 111,166
Construction Management (10%) $ 60,136
Engineering Services During Construction (2%) $ 12,027
Environmental (2%) $ 12,027
Administration (2%) $ 12,027
Project Total $ 809,000
Vista del Rio Ave Pipeline Upsizing (PCAP-2)

11.13.a
Sewer Master Plan Update Packet Pg. 599
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Buckeye St & Fern Ave 12-inch Replacement LF 520 $576 $ 299,520 2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 306,520
Soft Costs:

Engineering (26%) $ 79,342
Construction Management (10%) $ 30,652
Engineering Services During Construction (2%) $ 6,130
Environmental (2%) $ 6,130
Administration (2%) $ 6,130
Project Total $ 435,000
Buckeye St & Fern Ave Pipeline Upsizing (PCAP-3)

11.13.a
Sewer Master Plan Update Packet Pg. 600
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 12th St 12-inch Replacement LF 340 $624 $ 212,160
2 12th St 15-inch Replacement LF 50 $1,065 $ 53,250
Construction Total $ 265,410
Soft Costs:

Engineering (27%) $ 72,833
Construction Management (10%) $ 26,541
Engineering Services During Construction (2%) $ 5,308
Environmental (2%) $ 5,308
Administration (2%) $ 5,308
Project Total $ 381,000
12th St (North of Edison Ave) Pipeline Upsizing (PCAP-4)

11.13.a
Sewer Master Plan Update Packet Pg. 601
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Cypress Ave at Germantown Rd 12-inch
Replacement LF 380 $612 $ 232,560
2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 239,560
Soft Costs:

Engineering (29%) $ 69,074
Construction Management (10%) $ 23,956
Engineering Services During Construction (2%) $ 4,791
Environmental (2%) $ 4,791
Administration (2%) $ 4,791
Project Total $ 347,000
Cypress Ave at Germantown Rd Pipeline Upsizing (PCAP-6)

11.13.a
Sewer Master Plan Update Packet Pg. 602
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Schaefer Ave (West of Roswell Ave) 12-inch
Replacement LF 310 $636 $ 197,160
2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 204,160
Soft Costs:

Engineering (31%) $ 63,594
Construction Management (10%) $ 20,416
Engineering Services During Construction (2%) $ 4,083
Environmental (2%) $ 4,083
Administration (2%) $ 4,083
Project Total $ 301,000
Schaefer Ave (West of Roswell Ave) Pipeline Upsizing (PCAP-7)

11.13.a
Sewer Master Plan Update Packet Pg. 603
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Oaks Ave (North of Edison Ave) 12-inch
Replacement LF 680 $540 $ 367,200
2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 374,200
Soft Costs:

Engineering (23%) $ 86,987
Construction Management (10%) $ 37,420
Engineering Services During Construction (2%) $ 7,484
Environmental (2%) $ 7,484
Administration (2%) $ 7,484
Project Total $ 522,000
Oaks Ave North of Edison Ave Pipeline Upsizing (PCAP-8)

11.13.a
Sewer Master Plan Update Packet Pg. 604
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Chino Corona Rd 20-inch Replacement (PVC) LF 1,480 $740 $ 1,095,200 Construction Total $ 1,095,200
Soft Costs:

Engineering (14%) $ 151,558
Construction Management (10%) $ 109,520
Engineering Services During Construction (2%) $ 21,904
Environmental (2%) $ 21,904
Administration (2%) $ 21,904
Project Total $ 1,422,000
Chino Corona Rd Pipeline Upsizing (PCAP-9)

11.13.a
Sewer Master Plan Update Packet Pg. 605
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 East Preserve Loop and Pine Ave 12-inch
Replacement LF 60 $840 $ 50,400
2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 57,400
Soft Costs:

Engineering (30%) $ 17,220
Construction Management (10%) $ 5,740
Engineering Services During Construction (2%) $ 1,148
Environmental (2%) $ 1,148
Administration (2%) $ 1,148
Project Total $ 84,000
East Preserve Loop and Pine Ave Pipeline Upsizing (PCAP-10)

11.13.a
Sewer Master Plan Update Packet Pg. 606
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Yorba Ave (South of Doheny Dr) 12-inch
Replacement LF 110 $756 $ 83,160
2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 90,160
Soft Costs:

Engineering (30%) $ 27,048
Construction Management (10%) $ 9,016
Engineering Services During Construction (2%) $ 1,803
Environmental (2%) $ 1,803
Administration (2%) $ 1,803
Project Total $ 132,000
Yorba Ave (South of Doheny Dr) Pipeline Upsizing (PCAP-11)

11.13.a
Sewer Master Plan Update Packet Pg. 607
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Yorba Ave (Davis St to Roosevelt St) Pipeline
Upsizing 12-inch Replacement LF 200 $684 $ 136,800
2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 143,800
Soft Costs:

Engineering (30%) $ 43,140
Construction Management (10%) $ 14,380
Engineering Services During Construction (2%) $ 2,876
Environmental (2%) $ 2,876
Administration (2%) $ 2,876
Project Total $ 210,000
Yorba Ave (Davis St to Roosevelt St) Pipeline Upsizing (PCAP-12)

11.13.a
Sewer Master Plan Update Packet Pg. 608
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Orgren Ct (North of Walnut Ave) 12-inch
Replacement LF 120 $756 $ 90,720
2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 97,720
Soft Costs:

Engineering (30%) $ 29,316
Construction Management (10%) $ 9,772
Engineering Services During Construction (2%) $ 1,954
Environmental (2%) $ 1,954
Administration (2%) $ 1,954
Project Total $ 143,000
Orgren Ct (North of Walnut Ave) Pipeline Upsizing (PCAP-13)

11.13.a
Sewer Master Plan Update Packet Pg. 609
Item No. Item Description Unit Estimated
Quantity Unit Price Item Total
1 Telephone Ave (North of Walnut Ave) 12-inch
Replacement LF 650 $540 $ 351,000
2 Perform flow monitoring to validate model
PDWF
LS 1 $7,000 $ 7,000
Construction Total $ 358,000
Soft Costs:

Engineering (24%) $ 85,019
Construction Management (10%) $ 35,800
Engineering Services During Construction (2%) $ 7,160
Environmental (2%) $ 7,160
Administration (2%) $ 7,160
Project Total $ 501,000
Telephone Ave (North of Walnut Ave) Pipeline Upsizing (PCAP-14)

11.13.a
Sewer Master Plan Update Packet Pg. 610
Item No. Item Description Unit Estimated
Quantity
Unit Price Item Total
1 Install a third 2.73 MGD design flow pump
(including VFD) to Preserve LS EA 1 $200,000 $ 200,000
Project Total $ 200,000
Preserve LS Pump Addition (LS-1)

11.13.a
Sewer Master Plan Update Packet Pg. 611
Item No. Item Description Unit Estimated
Quantity
Unit Price Item Total
1 Install flow monitors LS 1 $20,000 $ 20,000
2 Flow Analysis Study LS 1 $30,000 $ 30,000
Project Total $ 50,000
Preserve LS Ultimate Flow Study (LS-2)

11.13.a
Sewer Master Plan Update Packet Pg. 612
Item No. Item Description Unit Estimated
Quantity
Unit Price Item Total
1 Install four (4) smart manhole covers at
manhole locations indicated on Figure 8.2 EA 4 $6,600 $ 26,400 Construction Total $ 26,400
Soft Costs:

Engineering (30%) $ 7,920
Construction Management (10%) $ 2,640
Engineering Services During Construction (2%) $ 528
Environmental (2%) $ 528
Administration (2%) $ 528
Project Total $ 39,000
Smart Manhole Cover Installation & Monitoring (FM-1)

11.13.a
Sewer Master Plan Update Packet Pg. 613
City of Chino
2022 Citywide Sewer Master Plan
Project Cost ($)
Existing (2021)
PCON-1 Full Pipe Replacement Replace ten (10) 8-inch Pipe segments from manhole to manhole
Pipes with multiple sags or broken sections $ 1,109,000 PCON-2 Excavation Point Repair (No Lining) 24 Excavation point repairs on 20 8-inch pipe segments
Pipes with a most two offset joints, broken sections,
or unique obstructions
$ 697,000
PCON-3 Excavation Point Repair & Full Pipe
Lining
15 Excavation point repairs with full pipe CIPP
lining on 14 8-inch pipe segments (totaling
4,450 LF) and one (1) 10-inch pipe segment
(totaling 660 LF)
Pipes with a most two sagging pipe areas or broken
sections with multiple areas of root intrusion or
minor cracks
$ 1,063,000
PCON-4 Excavation Point Repair & In-Situ Point
Repair
4 Excavation point repairs and 5 In-situ Point
Repairs on four (4) 8-inch pipe segments
Pipes with single broken or sagging pipe area and at
most two areas of cracks or root intrusion
$ 146,000
PCON-5 In-Situ Point Repair (No Excavation) 15 In-Situ point repairs on 14 8-inch pipe segments
Pipes with at most two areas of minor cracks $ 92,000
PCON-6 Full Pipe Lining (No Excavation) Full pipe CIPP ling on 36 8-inch pipe segments (totaling 13,630 LF) and one (1) 10-inch pipe
segment (totaling 280 LF)
Pipes with multiple areas of cracks and/or root
intrusions
$ 1,588,000
PCON-7 Cleaning (No Excavation or Lining) Heavy clean 24 8-inch pipe segments (totaling 5,730 LF), three (3) 10-inch pipe segments
(totaling 450 LF), and two (2) 12-inch pipe
segments (totaling 450 LF). Perform regular
cleaning on three (3) 8-inch pipe segments
Pipes with grease deposits and/or debris. $ 45,000
$ 4,740,000
Condition Asessment Project Cost Summary
Total Condition Improvement Projects :

Project ID Project Name Description Justification
Chino MS211 Sewer Master Plan Page C-2

11.13.a
Sewer Master Plan Update Packet Pg. 614
PCON-1: Full Pipe Replacement
Bid Item
No. Description Unit Quantity Unit Price Amount
1 Excavate and Replace 8-inch Pipe Between
Manholes for 10 Pipe Segments (5 to 10 feet
deep)
LF 3,040 $ 248.00 $ 753,920
2 Reconnect Lateral after Open Trench Pipe
Replacement EA 78 $ 1,100.00 $ 85,800
3 Service Lateral Connection Seal (Lateral Liner) EA 1 $ 1,700.00 $ 1,700 $ 841,420
Soft Costs (Medium Project):
$ 132,249
$ 84,142
Engineering Services During Construction (2%) $ 16,828
$ 16,828
$ 16,828
Project Total $1,109,000
Construction Total
Engineering (16%)
Construction Management (10%)
Environmental (2%)
Administration (2%)

11.13.a
Sewer Master Plan Update Packet Pg. 615
PCON-2: Excavation Point Repair (No Lining)
Bid Item
No. Description Unit Quantity Unit Price Amount
1 Point Repair of 8-inch Pipe by
Excavation up to 10 feet long EA 24 $ 20,000 $ 480,000
2 Reconnect Lateral after Open Trench
Pipe Replacement EA 9 $ 2,500 $ 22,500
3 Trim Intruding Lateral EA 1 $ 270 $ 270
4 Specialty and Heavy Cleaning LF 1,400 $ 6.50 $ 9,100
$ 511,870
Soft Costs (Medium Project):
$ 102,281
$ 51,187
Engineering Services During Construction (2%) $ 10,237
$ 10,237
$ 10,237
Project Total $697,000
Construction Total
Engineering (20%)
Construction Management (10%)
Environmental (2%)
Administration (2%)

11.13.a
Sewer Master Plan Update Packet Pg. 616
PCON-3: Excavation Point Repairs & Full Pipe Lining
Bid Item
No. Description Unit Quantity Unit Price Amount
1 Point Repair of 8-inch Pipe by Excavation up to 10
feet long EA 14 $ 20,000.00 $ 280,000
2 Point Repair of 10-inch Pipe by Excavation up to 10
feet long EA 1 $ 20,000.00 $ 20,000
3 Reconnect Lateral after Open Trench Pipe
Replacement EA 5 $ 2,500.00 $ 12,500
4 Cured in Place Lining of 8-inch Pipe (includes
cleaning, pre and post video, flow diversion, traffic
control, removal and disposal of debris)
LF 4,450 $ 80.00 $ 356,000
5 Cured in Place Lining of 10-inch Pipe (includes
cleaning, pre and post video, flow diversion, traffic
control, removal and disposal of debris)
LF 660 $ 100.00 $ 66,000
6 Reinstate Active Lateral Connection after CIPP
Lining
EA 144 $ 54.00 $ 7,776
7 Cleaning and Post Cleaning Inspection (includes
removal and disposal of roots and debris) LF 3,510 $ 2.00 $ 7,020 8 Specialty and Heavy Cleaning LF 1,600 $ 6.50 $ 10,400 9 Trim Intruding Lateral EA 29 $ 270.00 $ 7,830
10 Service Lateral Connection Seal (Lateral Liner) EA 22 $ 1,700.00 $ 37,400 $ 804,926
Soft Costs (Medium Project):
$ 129,252
$ 80,493
Engineering Services During Construction (2%) $ 16,099
$ 16,099
$ 16,099
Project Total $1,063,000
Construction Total
Engineering (16%)
Construction Management (10%)
Environmental (2%)
Administration (2%)

11.13.a
Sewer Master Plan Update Packet Pg. 617
PCON-4: Excavation Point Repair & In-Situ Point Repair
Bid Item
No. Description Unit Quantity Unit Price Amount
1 Point Repair of 8-inch Pipe by
Excavation up to 10 feet long EA 4 $ 20,000 $ 80,000
2 Reconnect Lateral after Open Trench
Pipe Replacement EA 1 $ 2,500 $ 2,500
3 In-Situ Point Repair of 8-inch Pipe up
to 4 feet long EA 5 $ 2,700 $ 13,500
4 Specialty and Heavy Cleaning LF 360 $ 10 $ 3,600
$ 99,600
Soft Costs (Medium Project):
$ 29,880
$ 9,960
Engineering Services During Construction (2%) $ 1,992
$ 1,992
$ 1,992
Project Total $146,000
Construction Total
Engineering (30%)
Construction Management (10%)
Environmental (2%)
Administration (2%)

11.13.a
Sewer Master Plan Update Packet Pg. 618
PCON-5: In-Situ Point Repair (No Excavation)
Bid Item
No. Description Unit Quantity Unit Price Amount
1 In-Situ Point Repair of 8-inch Pipe up
to 4 feet long EA 15 $ 3,500 $ 52,500
2 Reinstate Active Lateral Connection
after CIPP Lining EA 3 $ 100 $ 300
3 Specialty and Heavy Cleaning LF 770 $ 10 $ 7,700
4 Trim Intruding Lateral EA 2 $ 270 $ 540
5 Service Lateral Connection Seal
(Lateral Liner) EA 1 $ 1,700 $ 1,700
$ 62,740
Soft Costs (Medium Project):
$ 18,822
$ 6,274
Engineering Services During Construction (2%) $ 1,255
$ 1,255
$ 1,255
Project Total $92,000
Construction Total
Engineering (30%)
Construction Management (10%)
Environmental (2%)
Administration (2%)

11.13.a
Sewer Master Plan Update Packet Pg. 619
PCON-6:Full Pipe CIPP Lining (No Excavation)
Bid Item
No. Description Unit Quantity Unit Price Amount
1 Cured in Place Lining of 8-inch Pipe
(includes cleaning, pre and post video,
flow diversion, traffic control, removal and
disposal of debris)
LF 13,630 $ 80 $ 1,090,400
2 Cured in Place Lining of 10-inch Pipe
(includes cleaning, pre and post video,
flow diversion, traffic control, removal and
disposal of debris)
LF 280 $ 100 $ 28,000
3 Reinstate Active Lateral Connection after
CIPP Lining EA 351 $ 54 $ 18,954
4 Cleaning and Post Cleaning Inspection
(includes removal and disposal of roots
and debris)
LF 8,770 $ 2.00 $ 17,540
5 Specialty and Heavy Cleaning LF 5,140 $ 6.50 $ 33,410 6 Trim Intruding Lateral EA 36 $ 270 $ 9,720
7 Service Lateral Connection Seal (Lateral
Liner) EA 17 $ 1,700 $ 28,900
8 Remove and Reconstruct Dead End
Cleanout for CIPP Lining or Pipe
Replacement
EA 1 $ 2,950 $ 2,950
$ 1,229,874
Soft Costs (Medium Project):
$ 160,923
$ 122,987
Engineering Services During Construction (2%) $ 24,597
$ 24,597
$ 24,597
$1,588,000
Administration (2%)
Construction Management (10%)
Project Total
Construction Total
Engineering (13%)
Environmental (2%)

11.13.a
Sewer Master Plan Update Packet Pg. 620
PCON-7: Cleaning (No Excavation or Lining)
Bid Item
No. Description Unit Quantity Unit Price Amount
1 Cleaning and Post Cleaning
Inspection (includes removal and
disposal of roots and debris)
LF 350 $ 3.00 $ 1,050
2 Specialty and Heavy Cleaning LF 6,630 $ 6.50 $ 43,095 Project Total $ 45,000

11.13.a
Sewer Master Plan Update Packet Pg. 621
Chino MS211 Sewer Master Plan Page E-1
Appendix E
Pipeline Capacity Improvements Detailed Figures

11.13.a
Sewer Master Plan Update Packet Pg. 622
Chino MS211 Sewer Master Plan Page E-1
Figure E.1: Results of Remington Ave & Flight Ave Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 623
Chino MS211 Sewer Master Plan Page E-2
Figure E.2: Results of Vista del Rio Ave Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 624
Chino MS211 Sewer Master Plan Page E-3
Figure E.3: Results of Buckeye St & Fern Ave Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 625
Chino MS211 Sewer Master Plan Page E-4
Figure E.4: Results of 12th St (North of Edison Ave) Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 626
Chino MS211 Sewer Master Plan Page E-5
Figure E.5: Results of Cypress Ave at Germantown Rd Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 627
Chino MS211 Sewer Master Plan Page E-6
Figure E.6: Results of Schaefer Ave (West of Roswell Ave) Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 628
Chino MS211 Sewer Master Plan Page E-7
Figure E.7: Results of Oaks Ave (North of Edison Ave) Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 629
Chino MS211 Sewer Master Plan Page E-8
Figure E.8: Results of Chino Corona Rd Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 630
Chino MS211 Sewer Master Plan Page E-9
Figure E.9: Results of East Preserve Loop & Pine Ave Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 631
Chino MS211 Sewer Master Plan Page E-10
Figure E.10: Results of Yorba Ave (South of Doheny Dr) Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 632
Chino MS211 Sewer Master Plan Page E-11
Figure E.11: Results of Yorba Ave (Davis St to Roosevelt St) Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 633
Chino MS211 Sewer Master Plan Page E-12
Figure E.12: Results of Orgren Ct (North of Walnut Ave) Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 634
Chino MS211 Sewer Master Plan Page E-13
Figure E.13: Results of Telephone Ave (North of Walnut Ave) Capacity Improvement Under Ultimate (2040) Conditions, Sized for Ultimate Conditions

11.13.a
Sewer Master Plan Update Packet Pg. 635
Chino MS211 Sewer Master Plan Page F-1
Appendix F
Lift Station Tributary Area Maps

11.13.a
Sewer Master Plan Update Packet Pg. 636
Date: 5/26/2022 - Last saved by: jli - Path: P:\101.Engineering\Chino_City of\13070 - MS211 SMP & GIS Update\08-Reports\Final SMP\Figures\LiftStationsTributaryArea_Final.mxd Ú[
Ú[
Ú[

BENSON AVE LS

SAN ANTONIO AVE/

BICKMORE AVE LS

PRESERVE LS
ÄÆ60
PRADO

REGIONAL PARK
CHINO

AIRPORT
ÄÆ71
ÄÆ83
ÄÆ142

EDISON AVE

CHINO AVE

WALNUT AVE

TELEPHONE AVE

YORBA AVE

MAGNOLIA AVE

RIVERSIDE DR

SCHAEFER AVE

PIPELINE AVE

EAST END AVE

CYPRESS AVE

CENTRAL AVE

MOUNTAIN AVE

PINE AVE
City of Chino Sewer Lift Station Tributary Area Map
SOURCE: city of chino
Legend
City Limits
Ú[ Lift Station
Force Main
IEUA Gravity Main
SAWPA Brine Line
City Gravity Main
Lift Station Tributary Area
Benson Ave
Preserve
San Antonio Ave/Bickmore Ave

C H I N O
I 0 0.5 1
Miles

11.13.a
Sewer Master Plan Update Packet Pg. 637
Revenue: Expenditure:

Transfer In: Transfer Out:

M E M O R A N D U M

CITY OF CHINO

DEVELOPMENT SERVICES DEPARTMENT
COUNCIL MEETING DATE: SEPTEMBER 20, 2022
TO: LINDA REICH, CITY MANAGER
FROM: NICHOLAS S. LIGUORI, AICP, DEVELOPMENT SERVICES DIRECTOR SUBJECT: CONSTRUCTION CREDIT/REIMBURSEMENT AGREEMENT - THE PRESERVE SEWER MAIN IMPROVEMENTS.

RECOMMENDATION
Approve a construction credit/reimbursement agreement with Chino Development Corporation, a California corporation and Chino Preserve Development Corporation, a California corporation for an amount not to exceed $13,166,897 for the construction of sewer main improvements at various locations in The Preserve; and authorize the City Manager to execute all the necessary documents on behalf of the city.

FISCAL IMPACT
Staff will continue to monitor the fund balances in the Preserve Sewer DIF program and will begin making progress payments to the developer (when funds are available) until the terms of the agreement are fulfilled. Each progress payment will require an appropriation of funds and, therefore, each payment will be brought back to the City Council for approval.

CITY OF CHINO MISSION / VISION / VALUES / STRATEGIC ISSUES:

The recommendation detailed above furthers the City’s values and strategic issues that serve as key pillars on which identified priorities, goals, and action plans are built, by fostering:
• Financial Stability
• Responsible Long-Range Planning

11.14 NEW BUSINESS Packet Pg. 638
COUNCIL MEETING DATE: SEPTEMBER 20, 2022
SUBJECT: CONSTRUCTION CREDIT/REIMBURSEMENT AGREEMENT - THE PRESERVE

SEWER MAIN IMPROVEMENTS
PAGE 2

BACKGROUND
In 2004, the City of Chino (“City”) entered into a Development Agreement (“DA”) with three entities of the Lewis Management Corporation known as Chino Development Corporation, Chino Preserve Development Corporation, and Chino Holding Company, LLC (collectively referred to as “Lewis”).

The DA was entered into to help guide the orderly development of The Preserve, which was envisioned as a master-planned residential and commercial community. Additionally, the DA sets the terms and conditions of development on property owned by Lewis and established the rights and obligations of the developer and the City during development.

The Preserve DA, as amended, in conjunction with the conditions of approval for Tracts 16419, 16419-1, 16420, 16420-1, 16797, 17057, 17571, 17572, and 19994, required Lewis to design and construct various sewer improvements as a condition to development of The Preserve. One of these improvements was The Preserve Lift Station, Force Main, and Gravity Line project. In 2019, the City Council approved a credit/reimbursement agreement for this project in the amount of $12,162,432. To date there is an outstanding balance of approximately $6.5 million still owed to the developer per the terms of the agreement.

Lewis also completed additional sewer improvements required in connection with the design and construction of certain master-planned sewer mains to serve future development within The Preserve, as depicted on Exhibit 1. More recently, certain sewer improvements located south of Pine Avenue were formally accepted by the City Council on May 17, 2022.

The additional improvements are master-planned facilities and are included in the City’s Preserve Sewer Development Impact Fee (“DIF”) program. The DIF Ordinance provides that if, as a condition of approval of a development project, a developer constructs a public facility identified in the DIF Nexus and Calculation Report, for which a DIF is imposed, Developer shall be eligible to receive reimbursement and a fee credit toward the DIFs imposed on the development project for the same type of public facility so constructed and shall be entitled to credit for eligible costs of constructing the public facilities.

ISSUES/ANALYSIS
Lewis has completed all work required in connection with the design and construction of the sewer main improvements depicted in Exhibit 1 according to the specifications of the City and under the inspection and to the satisfaction of the City Engineer. The City Engineer reviewed the final accepted/approved "as-built" plans, specifications and supporting documentation and determined that $13,166,897 is eligible for DIF credit and/or reimbursement.

As stated previously, Lewis has an existing credit/reimbursement agreement for the Sewer Lift Station/Force Main and Gravity Line project. The City will continue to apply future credit and make progress payments annually until the terms of the Sewer Lift Station agreement are fulfilled.

Additionally, the proposed credit/reimbursement agreement for the sewer main improvements (Exhibit 2, titled Construction Credit/Reimbursement Agreement) will follow the same methodology as the lift station agreement. Each year, the City and Lewis’s representatives will meet for the purpose of ascertaining credits for sewer DIFs issued by the City to Lewis for developments within Lewis properties. The City and Lewis will prepare a document that reconciles the foregoing sewer DIF credit and reimbursement reconciliation until the terms of the

11.14 NEW BUSINESS Packet Pg. 639
COUNCIL MEETING DATE: SEPTEMBER 20, 2022
SUBJECT: CONSTRUCTION CREDIT/REIMBURSEMENT AGREEMENT - THE PRESERVE

SEWER MAIN IMPROVEMENTS
PAGE 3
agreement are fulfilled.

It should be noted, the proposed credit/reimbursement agreement for the sewer main improvements will adhere to the first-in/first-out provision of the DIF Ordinance (i.e., Section

3.45.130.A7). Reimbursement to Lewis for the additional improvements shall have priority and be first in line over all other sewer facilities and improvements, excepting the prior Sewer Lift Station Agreement.

Construction of sewer main improvements are part of the City’s long range planning efforts to ensure the orderly development of The Preserve Specific Plan area. In addition, the City’s goal of sustaining financial stability and integrity in the implementation of the DIF program would be achieved through the execution of the proposed credit/reimbursement agreement.

Therefore, it is staff’s recommendation to the City Council to approve a construction credit/reimbursement agreement with Chino Development Corporation and Chino Preserve Development Corporation for The Preserve Sewer Main Improvements for a not to exceed amount of $13,166,897.

Attachments:

Exhibit 1 - Project Map
Exhibit 2 - Construction Credit/Reimbursement Agreement

11.14 NEW BUSINESS Packet Pg. 640

SEWER LIFT PIONEER AVE

STATION FERN AVE MAYHEW AVE WEST PRESERVE LOOP FERN AVE EUCLID AVE WEST PRESERVE LOOP MAIN ST EAST PRESERVE LOOP MAIN ST WESTGATE ST

PINE AVENUE
21"
14" 14"
16"
20" 20"
20" 2-16" 2-16" 2-16"
21"
21" 10"
10"
10" 8"
8"
15"
16"
S10
S13 12"
10" 10"
S11
S19
S20
10"
15"
S25 S26
S33
S36
S41
S42
S43
S46
S48
S51
S49 20"
8"
12"
8"
10"
10"
10"
8"
8"
12" 18" 16" 8"
16" 10"
8"
8" 10" 10"
KIMBALL AVE 10" 10"
12"
15" 15"
10" 12"
10"
MILL CREEK AVE 8"
8" 8" 8"8" HELLMAN AVE CARPENTER AVE
REMINGTON AVE FLIGHT AVE GROVE AVE 10"
S58
S59
S60 S62
S61

KIMBALL AVE HELLMAN AVE EUCLID AVE
MARKET ST 10"
10" 8" 8"
ST

FOREST PARK ST
12"

GARDEN PARK

EAST PRESERVE LOOP

ALPINE MEADOWS AVE
8"

BOTANY ST

CHANNEL VIEW ST
8"15" MAYHEW AVE EUCLID AVE 8" RINCON MEADOWS AVE
BICKMORE AVE 10" 10"
8"
12"
S47
S50
S14

HUCKBERRY AVE

HARVEST WAY
12" 12"

LEGACY PARK ST
ACADEMY ST 21"
20" 8" 8" VAN VLIET AVE
S55 8" FLIGHT AVE
S53
8"
REMINGTON AVE S54
8" 10" 12"
S08 S09
MILL CREEK AVE (CHINO-CORONA ROAD N/S) 10" MEADOWHOUSE AVE 8" 8"
S52
S12
S02
S03
S17
S18
S21
S23
S56
S27
S15
S40
S04
8"
S01
S04
S04
S05
S37
S07
S45
S35
S34
S32
S31
S38
S30
S28 S29 HELLMAN AVE
8" 8"
S06
S24
PINE AVENUE 21"
S39
S22
S16
S57
S57
S57
8" 8"
CHINO-CORONA ROAD E/W 12"
S70
S71 S72
S73
S74 S75

BICKMORE AVE CUCAMONGA AVE
MERRILL AVE 12" STREET "B"
S76
8" 12" 8"
S63 S64
S68
S67
S66
S65
S69 8" 12" CUCAMONGA AVE STREET "C"
STREET "B" 8"
8"
STREET "D"
STREET "A" 3"FM
S01
PREPARED ON 3/18/2021
Highlighted Reach Numbers (Lewis Sewer Mains)
Exhibit 1

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Construction Credit/Reimbursement Agreement - The Packet Pg. 641

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Construction Credit/Reimbursement Agreement - The Packet Pg. 642

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Construction Credit/Reimbursement Agreement - The Packet Pg. 643

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Construction Credit/Reimbursement Agreement - The Packet Pg. 644

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Construction Credit/Reimbursement Agreement - The Packet Pg. 645

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Construction Credit/Reimbursement Agreement - The Packet Pg. 646

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Construction Credit/Reimbursement Agreement - The Packet Pg. 647

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Construction Credit/Reimbursement Agreement - The Packet Pg. 648

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Construction Credit/Reimbursement Agreement - The Packet Pg. 649

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Construction Credit/Reimbursement Agreement - The Packet Pg. 650

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Construction Credit/Reimbursement Agreement - The Packet Pg. 651

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Construction Credit/Reimbursement Agreement - The Packet Pg. 652

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Construction Credit/Reimbursement Agreement - The Packet Pg. 653

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Construction Credit/Reimbursement Agreement - The Packet Pg. 654

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Construction Credit/Reimbursement Agreement - The Packet Pg. 655

11.14.b
Construction Credit/Reimbursement Agreement - The Packet Pg. 656 Revenue: Expenditure: 1002000-43300-N2033
Transfer In: Transfer Out:

M E M O R A N D U M

CITY OF CHINO

ADMINISTRATION DEPARTMENT
COUNCIL MEETING DATE: SEPTEMBER 20, 2022
TO: MAYOR AND CITY COUNCIL MEMBERS, CITY OF CHINO
FROM: WALT POCOCK, COUNCIL MEMBER
SUBJECT: COMMUNITY SUPPORT CONTRIBUTION.

RECOMMENDATION
Approve community support fund contributions to: Chino Neighborhood House ($400), Isaiah's Rock ($400), UCHOOZ Positive Youth ($400), Chino Police Officers Foundation ($400), Chino Valley Fire Foundation, Inc. ($400), and Chino Youth Museum ($500).

FISCAL IMPACT
Sufficient funds have been included in the Fiscal Year 2022-23 Operating Budget.

CITY OF CHINO MISSION / VISION / VALUES / STRATEGIC ISSUES:

The recommendation detailed above furthers the City’s values and strategic issues that serve as key pillars on which identified priorities, goals, and action plans are built, by fostering:
· Public Service Excellence through Internal and External Partnerships

12.15 MAYOR AND COUNCIL REPORTS Packet Pg. 657
COUNCIL MEETING DATE: SEPTEMBER 20, 2022
SUBJECT: COMMUNITY SUPPORT CONTRIBUTION
PAGE 2

BACKGROUND
The City of Chino is fortunate to have multiple non-profits and community groups dedicated to serving the public and preserving Chino’s unique history. To assist in their ongoing efforts, the City Council from time to time, authorizes expenditures from the City’s community support fund.

These expenditures serve a valid public purpose by helping to continue the outstanding services that these organizations provide to our community.

ISSUES/ANALYSIS
To continue this tradition, Council Member Pocock recommends that the City Council approve the following contributions:
• Chino Neighborhood House - $400: Provides groceries/food and hygiene items to low to moderate income families and individuals.
• Isaiah’s Rock - $400: Provides food, clothing, and other vital resources to those in need. • UCHOOZ Positive Youth - $400: Provides positive activities and support for youth in and around the Downtown Chino area
• Chino Police Officers Foundation - $400: Dedicated to offer support to families and youth in the community.
• Chino Valley Fire Foundation, Inc. – $400: Dedicated to help people during difficult times while promoting a range of fire and life safety messages to the community. • Chino Youth Museum - $500: Provides interactive learning for youth to foster a better understanding of tomorrow through appreciation of yesterday and today.

By approving these contributions, these groups will be better equipped to provide services to our community and our youth. Therefore, as proposed by Council Member Pocock, staff recommends that the City Council approve the community support contributions to: Chino Neighborhood House, Isaiah's Rock, UCHOOZ Positive Youth, Chino Police Officers Foundation, Chino Valley Fire Foundation, Inc., and Chino Youth Museum.

12.15 MAYOR AND COUNCIL REPORTS Packet Pg. 658

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