Hermosa Beach City Council
July 22, 2025

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-14

STREET NAME START
MH
FINISH
MH
PIPE
DIA (in) LENGTH PIPE MATERIAL
Pipe
Defects
Quick
Rating
O&M
Defects
O & M
Quick
Rating

RECOMMENDED

REHABILITATION UNITS UNIT COST QUANTITY CONSTRUCTION COST

CAPITAL
COST
HILL ST 236 232A 6 38 VCP 1100 7 4131 Line Entire Segment LF 55 38 $ 2,090 $ 3,100 EASEMENT 201 CO200 8 100 VCP 1100 8 4200 Line Entire Segment LF 55 100 $ 5,500 $ 8,300 10Th Ct 1096A 1096 6 291 VCP 1100 8 5131 Line Entire Segment LF 55 291 $ 16,005 $ 24,000 BEACH DR 1142A 1142 6 96 VCP 2100 4 4100 Line Entire Segment LF 55 96 $ 5,280 $ 7,900 3rd St 245 244 8 150 CP 2100 105 4D11 Line Entire Segment LF 55 150 $ 8,250 $ 12,400 MONTGOMERY DR 867 840 6 310 CP 1100 11 4231 Line Entire Segment LF 55 310 $ 17,050 $ 25,600 HARPER AVE-EASEMENT 324E 324G 8 73 VCP 2100 7 5121 Line Entire Segment LF 55 73 $ 4,015 $ 6,000 Subtotal 14,781 13,761 $ 849,000 $ 1,273,000
Grand Total 51,549 50,529 8,216,000 $ $ 12,324,000

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-15

SEWER SYSTEM OPERATION AND MAINTENANCE DEFECTS
O&M defects include roots and fats, oil, and grease deposits (FOG). Roots occur at pipe joints and at lateral connections. As part of the sewer CCTV conducted for the project, sewers were cleaned in front of the sewer videotaping. However, sewers with different magnitudes of root growth and FOG were still evident. Sewers with high, moderate, or light root growth or FOG are shown in the CCTV reports. “High” is primarily Category 4 and 5 defects; “Moderate” is primarily Category 3 defects or a high number of Category 2 defects; and “Light” is primarily Category 2 defects.
.

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-16
Figure 5-3: Sewer System Defects Recommended for Rehabilitation

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-17

MANHOLE INSPECTIONS
Manhole inspections were performed to determine the condition of the key components of the manholes and to observe and document any defects. A total of 771 manholes were inspected for condition assessment. Figure 5-4 shows a map of the inspected manholes.

MANHOLE INSPECTION DEFECTS
Many of the inspected manholes have multiple defects. Therefore, to quantify the necessary work, some manholes have been counted more than once below:
 36 manholes have frame or frame seal defects. These include broken frame seals or cracks in the frame.  108 manholes have defects within the cone, chimney, or the wall sections  33 manholes have defects within the bench or trough sections  28 manholes have corroded, or missing steps
 54 manholes have a combination of defects
Figure 5-5 shows a color-coded map of manholes and grouping of their defects.

The rehabilitation of manholes can be complicated and there are many methods available for the rehabilitation of manholes. Each method must be evaluated to determine its applicability to provide the correct solution for the best available price. Based on the type of defects identified during our survey as well as the age of the manholes surveyed, we have narrowed our rehabilitation recommendation to two main methods. These are manhole lining and manhole replacement.

At this phase, we have excluded from rehabilitation recommendation, manholes that only have defective steps.

This is mainly because OSHA regulations require use of specialized equipment for confined space entry; therefore, steps should never be utilized for personnel accessing manholes. However, we do recommend that these defects be addressed as part of an overall and phased manhole rehabilitation for improved safety.

Table 5-4 lists the manholes recommended for improvements, and Figure 5-6 shows the manholes recommended for improvements
Table 5-3: Manhole Defect Grade Descriptions
Defects Grade Description
5 – Severe Severe defects requiring immediate attention 4 – Heavy Defects that will become Grade 5 in the near future 3 – Moderate Defects that will continue to deteriorate
2 – Fair Defects that have not begun to deteriorate
1 – Light Minor defects

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-18
Figure 5-4: Inspected Manholes

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-19
Figure 5-5: Manhole Defects

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-20
Table 5-4: Manholes Recommended for Rehabilitation
MH # Defect Type Recommended
Rehabilitation Units Quantity
Construction
Cost Estimate
Capitall Cost
Estimate
0061 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0062 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0071 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0072 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0074 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0082 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0084 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0086 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0112 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0123 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0324 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0325 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0507 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0509 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0515 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0518 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0520 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0534 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0540 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0726 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0728 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0737 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0740 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0744 Wall Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0746 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0752 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0758 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0765 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0766 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0774 Bench Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0778 Step Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0781 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0782 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0783 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0800 Bench Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0859 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1025 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1028 Chimney Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1046 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1057 Bench Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1058 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1083 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0123A Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1059A Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-21
MH # Defect Type Recommended
Rehabilitation Units Quantity
Construction
Cost Estimate
Capitall Cost
Estimate
0141 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0204 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0210 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0216 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0222 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0225 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0241 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0254 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0256 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0259 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0263 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0266 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0272 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0277 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0281 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0282 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0283 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0284 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0285 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0286 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0291 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0302 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0313 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0612 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0634 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0679 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0681 Chimney Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0689 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0693 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0694 Step Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0717 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0718 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0719 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0816 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0827 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0831 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0833 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0835 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0836 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0837 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0838 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0844 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0847 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0851 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0857 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-22
MH # Defect Type Recommended
Rehabilitation Units Quantity
Construction
Cost Estimate
Capitall Cost
Estimate
0861 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0862 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0866 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1132 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0006 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0028 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0032 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0033 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0034 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0039 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0041 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0043 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0045 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0088 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0089 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0090 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0104 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0108 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0111 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0508 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0513 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0514 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0589 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1032 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1037 Wall Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1039 Bench Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1044 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0036A Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 0173 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0175 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0243 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0245 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0246 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0247 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1096 Chimney Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1132H Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0731 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0751 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0812 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0842 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 0669 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 130 1,207,000 $ $ 1,810,500

CHAPTER 5- SEWER CCTV INVESTIGATIONS
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 5-23
Figure 5-6: Manholes Recommended for Improvements

CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-1
CHAPTER 6 IMPROVEMENT PROGRAM

PROJECTS OVERVIEW
A Capital Improvement Program (CIP) is a planning tool that includes a description of the proposed improvement projects, an estimate of project costs and a year-by-year schedule of expected project funding. This chapter also recommends monitoring for pipes that do not exceed but are close to the capacity threshold. Capital project are both capacity-limited pipe replacements determined from hydraulic modeling and structural deficiencies determined from CCTV evaluation.

MONITORING LOCATIONS
Pipes with peak d/D between 0.5 and 0.75 should be monitored for higher d/D or signs of surcharge. Figure 6-1 and Table 6-1 (to be updated) show the segments in blue with a model-predicted peak d/D exceeding 0.5 but below the threshold value of 0.75 under existing peak dry weather flow conditions. Although no capital improvement projects are recommended to address this range of d/D, it is recommended that the City field verify the actual flow depths at these locations during peak hours. If field observations indicate higher d/D values, or if there is any future development that is directly tributary to these segments, proactive mitigation measures should be considered.

CHAPTER 6 - IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-2
Figure 6-1: High d/D Sewer Segments to Monitor

CHAPTER 6 - IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-3
Table 6-1: List of High d/D Sewer Segments to Monitor
No. Pipe ID Max d/D
1 1043-1037 0.693
2 248-249 0.657
3 249-250 0.612
4 250-251 0.555
5 1003-1002 0.543
6 1079-1078 0.505
7 502-501 0.509
8 501-C05 0.501

CAPITAL IMPROVEMENT PROJECTS
The calibrated hydraulic model was used to optimize sizing for proposed improvements and to proactively address the identified potential capacity problems. The proposed pipe replacements were sized according to the capacity criteria presented in Chapter 3 to convey peak dry weather flows while providing reserve capacity for potential inflow and infiltration during wet weather flow conditions.

One capacity improvement project comprised of three sewer segments (715 linear feet of replacement sewer) is recommended for upsizing the existing sewers to alleviate the identified capacity deficiency. It is recommended the replacement sewer follow the same alignment as the existing sewer. Figure 6-2 shows the location of the project in orange and Table 6-2 provides detailed information for each pipe segment recommended for replacement. Note that some segments in the project may not have a capacity deficiency, possibly due to a steeper slope; however, it is generally considered good engineering practice to avoid constricting and expanding pipe sizes through a consecutive reach. Therefore, all sewer segments in a given project are recommended for replacement with the same larger size.

Approximately 222,000 linear feet (42 miles) of City sewers were videotaped using closed circuit television (CCTV), which is essentially 100% of the City’s total collection system. Among the sewers that were condition surveyed by CCTV, a total of 36,768 lf (7 miles) of sewer segments had significant defects that warrant replacement of the sewers. Lining rehabilitation is recommended for 14,345 lf (2.7 miles) of videotaped sewer segments. These categories have been further refined to escalating priorities. All pipe replacements have been categorized into Priority A (High), and Priority B (Moderate), based on their defects ratings. There is 3,302 LF of Priority A recommended rehabilitations and a total of 28,157 LF of Priority B recommended rehabilitations. Similarly, all pipe relining recommendations have been categorized into Priority C (High), and Priority D (Moderate), based on their level of defects. There is 13,065 LF of Priority C recommended rehabilitations and 1,716 LF of Priority D recommended rehabilitations.

It is recommended that the City take advantage of concurrent construction opportunities such as street paving projects or adjacent infrastructure work to implement the proposed pipeline projects.

CHAPTER 6 - IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-4
Figure 6-2: Recommended Capacity Improvement Project Locations

CHAPTER 6 - IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-5
Table 6-2: Capacity Deficiency Improvement Project Segments Pipe ID US MH DS MH
Existing
Pipe
Size (in)
Proposed
Pipe Size
(in)
Pipe
Length
(ft)
Slope
(%)
Peak
Flow
(cfs)
Peak
Velocity
(ft/s)
Existing
Max d/D
Proposed
CIPs Max
d/D
21-C02 0021 C0020 8 10 70.1 4.2 0.66 5.43 0.38 0.28
22-21 0022 0021 8 10 93.1 8.2 0.66 6.90 0.32 0.24
23-22 0023 0022 8 10 107.6 0.4 0.66 1.88 1.00 0.54
24-23 0024 0023 8 10 220.1 0.3 0.58 1.65 1.00 0.56
25-24 0025 0024 8 10 224.5 0.3 0.51 1.74 0.78 0.51

CAPITAL COST ESTIMATES
For the purpose of this project, it was assumed that the hydraulically deficient sewers would be replaced with larger sizes of VCP sewers along the same alignment. The costs for open-cut sewer replacement are generally more conservative than adding new parallel sewers, and thus would give the City more flexibility from a financial perspective. The feasibility of installing parallel sewers in lieu of replacing and upsizing existing sewers should be evaluated in design phase, considering potential conflict with other existing underground utilities and separation distance requirements.

The final material for replacement sewers should be evaluated during design. However, the construction cost of VCP sewers is generally conservative and suitable for budgetary purpose, especially compared to PVC which is another popular material specified by agencies for gravity sewers application.

Table 6-3 presents the construction unit cost that was used in the cost estimates. Note the presented construction unit cost in Table 6-3 already includes the cost for traffic control, pavement replacement, mobilization, demobilization, flow bypassing, and lateral reconnection and were developed based on the consultant’s recent construction experience in southern California projects. The presented costs are based on today’s dollars (2017).

CHAPTER 6 - IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-6
Table 6-3: Construction Unit Cost Estimates
Item Estimated Construction Unit Cost
8-inch Sewer Open Cut Replacement $200/LF
10-inch Sewer Open Cut Replacement $235/LF
12-inch Sewer Open Cut Replacement $265/LF
15-inch Sewer Open Cut Replacement $300/LF
18-inch Sewer Open Cut Replacement $330/LF
21-inch Sewer Open Cut Replacement $375/LF
24-inch Sewer Open Cut Replacement $405/LF
27-inch Sewer Open Cut Replacement $440/LF
30-inch Sewer Open Cut Replacement $475/LF
33-inch Sewer Open Cut Replacement $500/LF
36-inch Sewer Open Cut Replacement $550/LF
Existing Manhole Rechanneling and Rehabilitation1 $7,000/EA New 48” Precast Manhole $10,000/EA
8-inch Sewer CIPP Relining $55/LF
12-inch Sewer CIPP Relining $68/LF
Notes:

1. It was assumed existing manholes would be rehabilitated and rechanneled in place of constructing new manholes to accommodate the open-cut replacement sewers.

2. Construction cost estimates include mobilization, trench shoring as needed, and traffic control.

3. CIPP Relining costs include mobilization and by-pass. Costs do not include lateral re-establishment.

CHAPTER 6 - IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-7
Table 6-4 shows the capital cost factor breakdown utilized in the planning-level cost estimates. As a result, the capital cost was calculated as 150% of the total construction cost for each project.

Table 6-4: Capital Cost Factors
Cost Item Cost Factor
(% of Construction Cost)
Construction Contingency 30%
Design 10%
Administration & Construction
Management 10%
Total 50%
Tables 6-5 and 6-6 show the cost estimates for the recommended hydraulic capacity improvement projects and the structural improvement project respectively to address the identified existing conditions deficiencies. The planning-level total capital cost to improve capacity and structural deficiencies under existing conditions is estimated at $12,629,000, of which $305,000 is used for upsizing existing sewers to address capacity deficiencies and $12,324,000 is allocated for rehabilitating or repairing the structurally deficient sewers. Table 6-7 shows the cost for manhole improvement projects. This cost is estimated at $1,810,500. Tables 6-5 through 6-7 also indicate when each improvement is recommended for repair as part of a proposed year by year CIP plan based on urgency, geographic location, and combined cost. Year 1 projects include the hydraulic capacity improvements as well as the high priority structural segments in the northern half of the city. Year 2 projects include high priority structural segments in the southern half of the city. Year 3 projects consist of lower priority segments in the northwest quadrant of the city, year 4 in the southwest quadrant, year 5 in the northeast quadrant, and year 6 projects are located in the southeast quadrant of the city. Annual CIP costs in 2017 dollars are summarized in Table 6-8.

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-8
Table 6-5: Capital Cost Estimates for Capacity Improvement Projects Pipe ID
Existing
Pipe
Size (in)
Proposed
Pipe Size
(in)
Pipe
Length
(ft)
Slope
(%)
Existing
Max d/D
Proposed
CIPs Max
d/D
Pipe
Unit
Cost
($/LF)
Pipe
Replacement
Construction
Cost ($)
Number of
Manholes
Manhole
Unit
Cost
($/EA)
Manhole
Cost ($)
Total
Constr.

Cost ($)
Total
Capital
Cost ($)
21-C02 8 10 70.1 4.2 0.38 0.28 235 16,474 1 7,000 7,000 23,474 35,210 22-21 8 10 93.1 8.2 0.32 0.24 235 21,879 1 7,000 7,000 28,879 43,318 23-22 8 10 107.6 0.4 1.00 0.54 235 25,286 1 7,000 7,000 32,286 48,429 24-23 8 10 220.1 0.3 1.00 0.56 235 51,724 1 7,000 7,000 58,724 88,085 25-24 8 10 224.5 0.3 0.78 0.51 235 52,758 1 7,000 7,000 59,758 89,636 C1 Totals: 715.4 $168,119 $35,000 $203,119 $304,679

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-9
Table 6-6: Cost Estimates for Structural Improvement Projects

STREET NAME START
MH
FINISH
MH
PIPE
DIA (in) LENGTH PIPE MATERIAL
Pipe
Defects
Quick
Rating
O&M
Defects
O & M
Quick
Rating

RECOMMENDED

REHABILITATION UNITS UNIT COST QUANTITY CONSTRUCTION COST

CAPITAL
COST Priority
Proposed
CIP Year
31th PL 47 46 8 33 CP 5100 0 0 Replace Line LF 200 33 $ 6,600 $ 9,900 A 1 ARDMORE AVE 73 72 10 147 CP 5100 0 0 Replace Line LF 235 147 $ 34,545 $ 51,800 A 1 OZONE CT EASEMENT 116 112 8 87 VCP 4100 4 4100 Replace Line LF 200 87 $ 17,400 $ 26,100 A 1 19TH ST 325 324 8 254 CP 5200 17 1B00 Replace Line LF 200 254 $ 50,800 $ 76,200 A 1 20TH ST 327 323 8 201 CP 5100 25 221C Replace Line LF 200 201 $ 40,200 $ 60,300 A 1 20TH PL 329 322 8 402 CP 5100 1 1100 Replace Line LF 200 402 $ 80,400 $ 120,600 A 1 25th ST 586 509 8 128 CP 5200 7 4113 Replace Line LF 200 128 $ 25,600 $ 38,400 A 1 AVA AVE 749 744 8 199 CP 5100 5 4111 Replace Line LF 200 199 $ 39,800 $ 59,700 A 1 PROSPECT AVE 784 784A 8 229 VCP 5100 0 0 Replace Line LF 200 229 $ 45,800 $ 68,700 A 1 16TH ST 794 752 8 227 CP 4421 5 5100 Replace Line LF 200 227 $ 45,400 $ 68,100 A 1 16TH ST 795 794 8 109 CP 5200 3 3100 Replace Line LF 200 109 $ 21,800 $ 32,700 A 1 GOLDEN AVE 832 831 8 203.3 CP 5100 20 3324 Replace Line LF 200 203 $ 40,660 $ 61,000 A 1 21st St 1055 1054 8 91 VCP 5100 0 0 Replace Line LF 200 91 $ 18,200 $ 27,300 A 1 PALM DR 1068 1067 8 521 VCP 4300 4 4100 Replace Line LF 200 521 $ 104,200 $ 156,300 A 1 BEACH DR 1089 1088 8 58 VCP 5100 2 2100 Replace Line LF 200 58 $ 11,600 $ 17,400 A 1 OAK ST EASEMENT 0860A 859 8 378 VCP 4100 4 4100 Replace Line LF 200 378 $ 75,600 $ 113,400 A 1 MANHATTAN AVE 1070A 1070 6 285 VCP 5100 7 3114 Replace Line LF 200 285 $ 57,000 $ 85,500 A 1 11TH ST 637 633 8 250 CP 5100 0 0 Replace Line LF 200 250 $ 50,000 $ 75,000 A 2 HERONDO St 172 1001 8 126 VCP 5100 5 4111 Replace Line LF 200 126 $ 25,200 $ 37,800 A 2 2ND ST 212 211 8 184 CP 5100 41 3123 Replace Line LF 200 184 $ 36,800 $ 55,200 A 2 BARNEY CT-EASEMENT 213 209A 8 133 CP 5100 0 0 Replace Line LF 200 133 $ 26,600 $ 39,900 A 2 BARNEY CT 214 213 8 271 CP 4E+32 4 4100 Replace Line LF 200 271 $ 54,200 $ 81,300 A 2 1ST PL 224 223 8 510 CP 4532 4 4100 Replace Line LF 200 510 $ 102,000 $ 153,000 A 2 2ND ST 233 232 8 233 CP 5100 0 0 Replace Line LF 200 233 $ 46,600 $ 69,900 A 2 5TH ST 253 252 8 271 CP 5100 1 1100 Replace Line LF 200 271 $ 54,200 $ 81,300 A 2 PROSPECT AVE-EASEMENT 264 263 8 234 CP 5200 61 4132 Replace Line LF 200 234 $ 46,800 $ 70,200 A 2 5TH ST-EASEMENT 271 270 8 242 CP 5142 7 4131 Replace Line LF 200 242 $ 48,400 $ 72,600 A 2 4th St 295 294 8 262 CP 5231 22 4521 Replace Line LF 200 262 $ 52,400 $ 78,600 A 2 AVIATION BLVD 620 619 8 115 CP 5142 4 4100 Replace Line LF 200 115 $ 23,000 $ 34,500 A 2 AVIATION BLVD 630 629 8 307 VCP 5100 2 2100 Replace Line LF 200 307 $ 61,400 $ 92,100 A 2 PROSPECT AVE 634 633 8 264 CP 5100 50 311J Replace Line LF 200 264 $ 52,800 $ 79,200 A 2 11TH ST 638 637 8 257 CP 5100 0 0 Replace Line LF 200 257 $ 51,400 $ 77,100 A 2 PACIFIC COAST HWY 655 615 8 235 CP 4100 4 4100 Replace Line LF 200 235 $ 47,000 $ 70,500 A 2 ALLEY 663 662 6 134 CP 5400 0 0 Replace Line LF 200 134 $ 26,800 $ 40,200 A 2 8TH ST 675 670 8 246 CP 5100 0 0 Replace Line LF 200 246 $ 49,200 $ 73,800 A 2 ARDMORE AVE 688 611 8 187 CP 5100 1 1100 Replace Line LF 200 187 $ 37,400 $ 56,100 A 2 GOLDEN AVE 832 831 8 203.3 CP 5100 9 3300 Replace Line LF 200 203 $ 40,660 $ 61,000 A 2

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-10

STREET NAME START
MH
FINISH
MH
PIPE
DIA (in) LENGTH PIPE MATERIAL
Pipe
Defects
Quick
Rating
O&M
Defects
O & M
Quick
Rating

RECOMMENDED

REHABILITATION UNITS UNIT COST QUANTITY CONSTRUCTION COST

CAPITAL
COST Priority
Proposed
CIP Year
21st St 1055 1054 8 91 VCP 5100 0 0 Replace Line LF 200 91 $ 18,200 $ 27,300 A 2 HERMOSA AVE 1107 1106A 8 204 VCP 5100 12 3400 Replace Line LF 200 204 $ 40,800 $ 61,200 A 2 HERMOSA AVE 1014A 1016 8 100 VCP 5100 0 0 Replace Line LF 200 100 $ 20,000 $ 30,000 A 2 FRANCISCO ST 61 60 8 170 CP 4200 25 4332 Replace Line LF 200 170 $ 34,000 $ 51,000 B 3 FRANCISCO AVE 61 60 8 170 VCP 4100 4 2200 Replace Line LF 200 170 $ 34,000 $ 51,000 B 3 FRANCISCO ST 62 61 8 155 CP 3100 7 4131 Replace Line LF 200 155 $ 31,000 $ 46,500 B 3 PARK AVE 106 105 8 227 CP 5132 38 4433 Replace Line LF 200 227 $ 45,400 $ 68,100 B 3 MYRTLE AVE 109 103 8 166 CP 4331 30 4129 Replace Line LF 200 166 $ 33,200 $ 49,800 B 3 27th CT 114 113 8 373 VCP 4100 22 4134 Replace Line LF 200 373 $ 74,600 $ 111,900 B 3 29th ST 523 518 8 479 CP 4131 19 4132 Replace Line LF 200 479 $ 95,800 $ 143,700 B 3 27th CT 535 534 8 175 VCP 4100 0 0 Replace Line LF 200 175 $ 35,000 $ 52,500 B 3 ARDMORE AVE 726 725 8 269 VCP 5131 4 3111 Replace Line LF 200 269 $ 53,800 $ 80,700 B 3 ARDMORE AVE 731 730 8 224 VCP 4200 3 3100 Replace Line LF 200 224 $ 44,800 $ 67,200 B 3 24Th Pl 735 728 8 339 CP 4100 0 0 Replace Line LF 200 339 $ 67,800 $ 101,700 B 3 SPRINGFIELD AVE 748 745 8 146 CP 5131 43 332A Replace Line LF 200 146 $ 29,200 $ 43,800 B 3 ARDMORE AVE EASEMENT 801 0801A 8 200 VCP 3100 4 4100 Replace Line LF 200 200 $ 40,000 $ 60,000 B 3 HERMOSA AVE 1025 1024 8 537 VCP 4100 36 512A Replace Line LF 200 537 $ 107,400 $ 161,100 B 3 HERMOSA AVE 1030 1029 8 190 VCP 4100 7 4113 Replace Line LF 200 190 $ 38,000 $ 57,000 B 3 OZONE 1042 1039 8 391 CP 4100 6 3121 Replace Line LF 200 391 $ 78,200 $ 117,300 B 3 PALM DR 1052 1036 6 790 VCP 4535 51 4333 Replace Line LF 200 790 $ 158,000 $ 237,000 B 3 21st Ct 1081A 1081 6 218 VCP 4100 2 2100 Replace Line LF 200 218 $ 43,600 $ 65,400 B 3 24th ST C2107 1023 8 235 VCP 4100 0 0 Replace Line LF 200 235 $ 47,000 $ 70,500 B 3 LOMA DR 124 123 8 458 VCP 4100 128 4A3C Replace Line LF 200 458 $ 91,600 $ 137,400 B 4 BAYVIEW DR 126 0126A 6 435 VCP 4232 36 4622 Replace Line LF 200 435 $ 87,000 $ 130,500 B 4 2nd ST 207 206 8 307 CP 4200 8 3221 Replace Line LF 200 307 $ 61,400 $ 92,100 B 4 2ND ST 232 231 8 140 CP 4B00 2 2100 Replace Line LF 200 140 $ 28,000 $ 42,000 B 4 2ND ST 235 234 8 370 CP 513B 4 4100 Replace Line LF 200 370 $ 74,000 $ 111,000 B 4 24th ST 591 0591A 8 316 CP 4100 7 3114 Replace Line LF 200 316 $ 63,200 $ 94,800 B 4 9th St 696 689 6 443 CP 4100 3 3100 Replace Line LF 200 443 $ 88,600 $ 132,900 B 4 VALLEY DR 701 610 8 15 VCP 4100 0 0 Replace Line LF 200 15 $ 3,000 $ 4,500 B 4 CYPRESS AVE 706 705 8 69 CP 4100 0 0 Replace Line LF 200 69 $ 13,800 $ 20,700 B 4 11th St 708 608 8 338 CP 4131 16 4126 Replace Line LF 200 338 $ 67,600 $ 101,400 B 4 VALLEY DR 722 605 10 127 CP 4100 6 4112 Replace Line LF 235 127 $ 29,845 $ 44,800 B 4 PARK AVE 1047 1046 8 326 CP 4100 17 4331 Replace Line LF 200 326 $ 65,200 $ 97,800 B 4 MANHATTAN AVE 1057 1056 8 128 CP 4131 5 1500 Replace Line LF 200 128 $ 25,600 $ 38,400 B 4 MANHATTAN AVE 1061 1060 8 291 CP 4200 23 4227 Replace Line LF 200 291 $ 58,200 $ 87,300 B 4

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-11

STREET NAME START
MH
FINISH
MH
PIPE
DIA (in) LENGTH PIPE MATERIAL
Pipe
Defects
Quick
Rating
O&M
Defects
O & M
Quick
Rating

RECOMMENDED

REHABILITATION UNITS UNIT COST QUANTITY CONSTRUCTION COST

CAPITAL
COST Priority
Proposed
CIP Year
PALM DR 1065 1054 6 283 VCP 4131 0 0 Replace Line LF 200 283 $ 56,600 $ 84,900 B 4 HERMOSA AVE 1069 C0500 8 300 VCP 514A 0 0 Replace Line LF 200 300 $ 60,000 $ 90,000 B 4 BEACH DR 1088 1082 8 64 CP 4100 0 0 Replace Line LF 200 64 $ 12,800 $ 19,200 B 4 BEACH DR 1098 1097 8 271 CI 0000 114 3G00 Replace Line LF 200 271 $ 54,200 $ 81,300 B 4 BEACH DR 1099 1098 8 271 CI 0000 60 433B Replace Line LF 200 271 $ 54,200 $ 81,300 B 4 CULPER CT 1133 1132 8 181 CP 4100 2 1200 Replace Line LF 200 181 $ 36,200 $ 54,300 B 4 PACIFIC COAST HWY 0687B 613 8 200 VCP 4100 0 0 Replace Line LF 200 200 $ 40,000 $ 60,000 B 4 9Th Ct 1097A 1097 6 268 VCP 4131 23 312A Replace Line LF 200 268 $ 53,600 $ 80,400 B 4 MANHATTAN AVE 1115C 1115B 6 170 VCP 4100 26 4322 Replace Line LF 200 170 $ 34,000 $ 51,000 B 4 8th PL 688A 688B 6 450 VCP 4131 26 3121 Replace Line LF 200 450 $ 90,000 $ 135,000 B 4 MANHATTAN AVE Cap 0141A 6 138 VCP 3100 4 4100 Replace Line LF 200 138 $ 27,600 $ 41,400 B 4 14th ST 1070 1067 6 139 VCP 3600 4 4100 Replace Line LF 200 139 $ 27,800 $ 41,700 B 4 LONGFELLOW AVE EASEMENT 80 79 8 122 CP 4100 4 1400 Replace Line LF 200 122 $ 24,400 $ 36,600 B 5 HARPER AVE 322 321 8 500 CP 5141 212 3F1Z Replace Line LF 200 500 $ 100,000 $ 150,000 B 5 19TH ST 326 325 8 278 CP 4700 8 3212 Replace Line LF 200 278 $ 55,600 $ 83,400 B 5 20TH ST 328 327 8 220 CP 4200 24 331B Replace Line LF 200 220 $ 44,000 $ 66,000 B 5 PACIFIC COAST HWY 741 740 8 463 CP 4100 2 2100 Replace Line LF 200 463 $ 92,600 $ 138,900 B 5 PACIFIC COAST HWY 754 753 8 271 CP 5142 0 0 Replace Line LF 200 271 $ 54,200 $ 81,300 B 5 PACIFIC COAST HWY 756 755 8 409 CP 4432 0 0 Replace Line LF 200 409 $ 81,800 $ 122,700 B 5 PACIFIC COAST HWY 757 756 8 435 CP 5143 5 4111 Replace Line LF 200 435 $ 87,000 $ 130,500 B 5 PROSPECT AVE 768 766 8 526 CP 524E 6 3200 Replace Line LF 200 526 $ 105,200 $ 157,800 B 5 PROSPECT AVE 769 766 8 351 VCP 4100 0 0 Replace Line LF 200 351 $ 70,200 $ 105,300 B 5 ALLEY 777 774 8 144 CP 5141 1 1100 Replace Line LF 200 144 $ 28,800 $ 43,200 B 5 19th ST 778 756 8 268 CP 4100 4 2112 Replace Line LF 200 268 $ 53,600 $ 80,400 B 5 HILLCREST DR 786 781 8 260 CP 4100 84 3 Replace Line LF 200 260 $ 52,000 $ 78,000 B 5 17TH ST 793 792 8 399 CP 514H 26 4136 Replace Line LF 200 399 $ 79,800 $ 119,700 B 5 PACIFIC COAST HWY 808 807 8 159 CP 4100 0 0 Replace Line LF 200 159 $ 31,800 $ 47,700 B 5 PACIFIC COAST HWY 809 808 8 140.8 CP 5141 9 3300 Replace Line LF 200 141 $ 28,160 $ 42,200 B 5 AVIATION BLVD 813 812 8 44 CI 3100 0 0 Replace Line LF 200 44 $ 8,700 $ 13,100 B 5 AVIATION BLVD 815 813 8 400.7 CP 544D 2 2100 Replace Line LF 200 401 $ 80,140 $ 120,200 B 5 AVIATION BLVD 816 815 8 98 CP 3100 4 4100 Replace Line LF 200 98 $ 19,600 $ 29,400 B 5 AVIATION BLVD 817 0816A 8 212.6 CP 5242 2 1200 Replace Line LF 200 213 $ 42,520 $ 63,800 B 5 OWOSSO AVE 835 817 8 191 CP 5132 49 4133 Replace Line LF 200 191 $ 38,200 $ 57,300 B 5 14TH ST 847 846 8 244.7 CP 5131 7 3122 Replace Line LF 200 245 $ 48,940 $ 73,400 B 5 BONNIE BRAE ST 851 847 8 113 CP 514C 36 3A00 Replace Line LF 200 113 $ 22,600 $ 33,900 B 5 BONNIE BRAE ST 852 851 8 525 CP 4K32 109 3F21 Replace Line LF 200 525 $ 105,000 $ 157,500 B 5

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-12

STREET NAME START
MH
FINISH
MH
PIPE
DIA (in) LENGTH PIPE MATERIAL
Pipe
Defects
Quick
Rating
O&M
Defects
O & M
Quick
Rating

RECOMMENDED

REHABILITATION UNITS UNIT COST QUANTITY CONSTRUCTION COST

CAPITAL
COST Priority
Proposed
CIP Year
CAMPANA ST 854 853 8 288 CP 4100 14 2700 Replace Line LF 200 288 $ 57,600 $ 86,400 B 5 15th St 857 0856A 8 227 CP 4100 0 0 Replace Line LF 200 227 $ 45,400 $ 68,100 B 5 HARPER AVE 324A 324 8 93 VCP 4100 1 1100 Replace Line LF 200 93 $ 18,600 $ 27,900 B 5 24TH ST 764B 764C 8 210 VCP 5141 20 3621 Replace Line LF 200 210 $ 42,000 $ 63,000 B 5 19TH ST 325 324 8 227 CP 5133 6 2114 Replace Line LF 200 227 $ 45,400 $ 68,100 B 5 20TH PL 329 322 8 402 CP 5141 0 0 Replace Line LF 200 402 $ 80,400 $ 120,600 B 5 18TH ST 1165 779 8 165 VCP 5121 0 0 Replace Line LF 200 165 $ 33,000 $ 49,500 B 5 2ND ST 210 209 8 124 CP 4200 0 0 Replace Line LF 200 124 $ 24,800 $ 37,200 B 6 2ND ST 211 210 8 384 CP 5244 72 1P00 Replace Line LF 200 384 $ 76,800 $ 115,200 B 6 1ST ST 221 220 8 422 CP 4100 103 4234 Replace Line LF 200 422 $ 84,400 $ 126,600 B 6 5th ST 252 251 8 188 CP 4200 0 0 Replace Line LF 200 188 $ 37,600 $ 56,400 B 6 5TH ST 254 253 8 204 CP 5141 0 0 Replace Line LF 200 204 $ 40,800 $ 61,200 B 6 5TH ST 256 255 8 284 CP 4F00 5 3112 Replace Line LF 200 284 $ 56,800 $ 85,200 B 6 PROSPECT AVE 261 260 8 211 CP 4100 5 3112 Replace Line LF 200 211 $ 42,200 $ 63,300 B 6 PROSPECT AVE 263 262 8 165 CP 4100 0 0 Replace Line LF 200 165 $ 33,000 $ 49,500 B 6 MASSEY ST 266 265 8 269 CP 4100 0 0 Replace Line LF 200 269 $ 53,800 $ 80,700 B 6 HOLLOWELL AVE 267 262 8 472 CP 5144 3 2111 Replace Line LF 200 472 $ 94,400 $ 141,600 B 6 HOLLOWELL AVE 268 261 8 180 CP 5143 0 0 Replace Line LF 200 180 $ 36,000 $ 54,000 B 6 HOPKINS ST 274 272 8 213 CP 5142 13 4133 Replace Line LF 200 213 $ 42,600 $ 63,900 B 6 3RD ST 280 279 8 322 CP 5142 5 3121 Replace Line LF 200 322 $ 64,400 $ 96,600 B 6 PACIFIC COAST HWY 615 614 10 107 CP 4131 0 0 Replace Line LF 235 107 $ 25,145 $ 37,700 B 6 AVIATION BLVD 619 618 8 251 CP 4131 2 1200 Replace Line LF 200 251 $ 50,200 $ 75,300 B 6 AVIATION BLVD 621 620 8 93 CP 5141 6 3121 Replace Line LF 200 93 $ 18,600 $ 27,900 B 6 AVIATION BLVD 624 623 8 113 CP 4600 0 0 Replace Line LF 200 113 $ 22,600 $ 33,900 B 6 AVIATION BLVD 626 625 8 85 CP 5141 4 4100 Replace Line LF 200 85 $ 17,000 $ 25,500 B 6 AVIATION BLVD 627 626 8 185 CP 4100 15 3500 Replace Line LF 200 185 $ 37,000 $ 55,500 B 6 AVIATION BLVD 628 627 8 144 CP 4100 66 3C00 Replace Line LF 200 144 $ 28,800 $ 43,200 B 6 10TH ST 636 635 8 336.3 CP 5241 35 4137 Replace Line LF 200 336 $ 67,260 $ 100,900 B 6 11TH PL 640 639 8 184 CP 4631 8 4121 Replace Line LF 200 184 $ 36,800 $ 55,200 B 6 9TH ST 651 650 8 301 CP 5342 130 412N Replace Line LF 200 301 $ 60,200 $ 90,300 B 6 7TH ST 667 666 8 57 CP 4100 8 3115 Replace Line LF 200 57 $ 11,400 $ 17,100 B 6 7TH ST 668 667 8 379 CP 4131 76 511P Replace Line LF 200 379 $ 75,800 $ 113,700 B 6 PROSPECT AVE 670 669 8 264 CP 4131 51 1K00 Replace Line LF 200 264 $ 52,800 $ 79,200 B 6 7TH ST 677 669 8 295 CP 4H12 0 0 Replace Line LF 200 295 $ 59,000 $ 88,500 B 6 PROSPECT AVE 679 669 8 224 CP 4100 24 3800 Replace Line LF 200 224 $ 44,800 $ 67,200 B 6 7TH PL 680 679 8 438 CP 5142 81 4132 Replace Line LF 200 438 $ 87,600 $ 131,400 B 6

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-13

STREET NAME START
MH
FINISH
MH
PIPE
DIA (in) LENGTH PIPE MATERIAL
Pipe
Defects
Quick
Rating
O&M
Defects
O & M
Quick
Rating

RECOMMENDED

REHABILITATION UNITS UNIT COST QUANTITY CONSTRUCTION COST

CAPITAL
COST Priority
Proposed
CIP Year
7TH PL 681 680 8 381 CP 5141 21 3700 Replace Line LF 200 381 $ 76,200 $ 114,300 B 6 EASEMENT 652A 652 8 200 CP 4200 0 0 Replace Line LF 200 200 $ 40,000 $ 60,000 B 6 ALLEY 663 662 6 134 CP 5242 2 2100 Replace Line LF 200 134 $ 26,800 $ 40,200 B 6 7TH ST 666 665 8 209 CP 4G11 5 1500 Replace Line LF 200 209 $ 41,800 $ 62,700 B 6 Subtotal 36,768 36,768 $ 7,367,000 $ 11,051,000
13TH ST 0844A 808 8 245 CP 0000 4 4100 Line Entire Segment LF 55 245 $ 13,475 $ 20,200 C 1 ALLEY 774 761 8 117 CP 0000 4 4100 Line Entire Segment LF 55 117 $ 6,435 $ 9,700 C 1 PORTER LN 732 731 8 219 VCP 0000 11 4231 Line Entire Segment LF 55 219 $ 12,045 $ 18,100 C 1 34th PL 40 39 6 281 VCP 0000 4 4100 Line Entire Segment LF 55 281 $ 15,455 $ 23,200 C 1 28th Ct 55 54 8 406 VCP 0000 9 5141 Line Entire Segment LF 55 406 $ 22,330 $ 33,500 C 1 33rd PL 91 90 8 272 VCP 0000 7 4131 Line Entire Segment LF 55 272 $ 14,960 $ 22,400 C 1 VALLEY PARK 571 514 8 313 CP 0000 7 5121 Line Entire Segment LF 55 313 $ 17,215 $ 25,800 C 1 29th CT 0526A 526 8 20 VCP 0000 4 4100 Line Entire Segment LF 55 20 $ 1,100 $ 1,700 C 1 28th CT 532 531 8 242 VCP 0000 7 4131 Line Entire Segment LF 55 242 $ 13,310 $ 20,000 C 1 24th PL 587 508 8 354 CP 0000 22 4432 Line Entire Segment LF 55 354 $ 19,470 $ 29,200 C 1 POWER ST EASEMENT 0504A 0504B 15 360 VCP 0000 4 4100 Line Entire Segment LF 76 360 $ 27,360 $ 41,000 C 1 POWER ST EASEMENT 0504A 0504B 15 360 VCP 0000 4 4100 Line Entire Segment LF 76 360 $ 27,360 $ 41,000 C 1 MYRTLE AVE EASEMENT 110 109 8 260 CP 0000 16 4400 Line Entire Segment LF 55 260 $ 14,300 $ 21,500 C 1 VALLEY PARK AVE 597 596 8 121 VCP 0000 7 4131 Line Entire Segment LF 55 121 $ 6,655 $ 10,000 C 1 16th ST 751 722 8 290 CP 0000 4 4100 Line Entire Segment LF 55 290 $ 15,950 $ 23,900 C 1 25th St 105 104 8 270 CP 0000 11 4231 Line Entire Segment LF 55 270 $ 14,850 $ 22,300 C 1 25th St 105 104 8 270 CP 0000 18 4332 Line Entire Segment LF 55 270 $ 14,850 $ 22,300 C 1 25th St 1153 1152 8 109 VCP 0000 4 4100 Line Entire Segment LF 55 109 $ 5,995 $ 9,000 C 1 24th ST 1039 1038 8 138 CP 0000 4 4100 Line Entire Segment LF 55 138 $ 7,590 $ 11,400 C 1 LONGFELLOW AVE EASEMENT 81 0081A 8 394 CP 0000 15 4331 Line Entire Segment LF 55 394 $ 21,670 $ 32,500 C 1 HERMOSA VIEW DR 570 569 8 161 VCP 0000 4 4100 Line Entire Segment LF 55 161 $ 8,855 $ 13,300 C 1 HERMOSA VIEW DR EASEMENT C/O 569 8 132 VCP 0000 30 5144 Line Entire Segment LF 55 132 $ 7,260 $ 10,900 C 1 HERMOSA AVE 1155 1156 8 275 VCP 0000 4 4100 Line Entire Segment LF 55 275 $ 15,125 $ 22,700 C 1 21st St 1056 1055 8 48 CP 0000 4 4100 Line Entire Segment LF 55 48 $ 2,640 $ 4,000 C 1 PIER AVE 806 805 8 339 CP 0000 7 4131 Line Entire Segment LF 55 339 $ 18,645 $ 28,000 C 1 PORTER LN EASEMENT 581 580 8 139 VCP 0000 16 4400 Line Entire Segment LF 55 139 $ 7,645 $ 11,500 C 1 PORTER LN EASEMENT 578 577 8 139 VCP 0000 15 4331 Line Entire Segment LF 55 139 $ 7,645 $ 11,500 C 1 VALLEY PARK EASEMENT 575 513 8 274 CP 0000 4 4100 Line Entire Segment LF 55 274 $ 15,070 $ 22,600 C 1 VALLEY PARK EASEMENT 575 513 8 274 CP 0000 4 4100 Line Entire Segment LF 55 274 $ 15,070 $ 22,600 C 1 VALLEY PARK AVE EASEMENT 602 502 12 160 POLY 0000 100 4D00 Line Entire Segment LF 68 160 $ 10,880 $ 16,300 C 1 19th St 1066 1020 6 303 VCP 0000 4 4100 Line Entire Segment LF 55 303 $ 16,665 $ 25,000 C 1

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-14

STREET NAME START
MH
FINISH
MH
PIPE
DIA (in) LENGTH PIPE MATERIAL
Pipe
Defects
Quick
Rating
O&M
Defects
O & M
Quick
Rating

RECOMMENDED

REHABILITATION UNITS UNIT COST QUANTITY CONSTRUCTION COST

CAPITAL
COST Priority
Proposed
CIP Year
PALM DR 1063 1063B 8 200 CP 0000 7 4131 Line Entire Segment LF 55 200 $ 11,000 $ 16,500 C 1 PALM DR 1053 1036 6 353 VCP 0000 4 4100 Line Entire Segment LF 55 353 $ 19,415 $ 29,100 C 1 PACIFIC COAST HWYEASEMENT 812 811 8 136 CP 0000 7 4131 Line Entire Segment LF 55 136 $ 7,480 $ 11,200 C 2 7TH ST 669 668 8 53 CP 0000 4 4100 Line Entire Segment LF 55 53 $ 2,915 $ 4,400 C 2 HILL ST 236 232A 8 38 OTHER 0000 4 4100 Line Entire Segment LF 55 38 $ 2,090 $ 3,100 C 2 2ND ST 231 CO230 8 100 VCP 0000 4 4100 Line Entire Segment LF 55 100 $ 5,500 $ 8,300 C 2 THE STRAND 1093B 1093A 6 79 VCP 0000 4 4100 Line Entire Segment LF 55 79 $ 4,345 $ 6,500 C 2 THE STRAND 1093B 1093A 6 79 PVC 0000 4 4100 Line Entire Segment LF 55 79 $ 4,345 $ 6,500 C 2 SPRINGFIELD AVE 747 745 8 183 CP 0000 4 4100 Line Entire Segment LF 55 183 $ 10,065 $ 15,100 C 2 8Th Pl 688B 688 8 35 VCP 0000 4 4100 Line Entire Segment LF 55 35 $ 1,925 $ 2,900 C 2 ARDMORE AVE 725 724 8 397 VCP 0000 4 4100 Line Entire Segment LF 55 397 $ 21,835 $ 32,800 C 2 13th CT 1091 1160 10 174 VCP 0000 8 4200 Line Entire Segment LF 68 174 $ 11,832 $ 17,700 C 2 BARD ST 0703A 703 6 216 VCP 0000 4 4100 Line Entire Segment LF 55 216 $ 11,880 $ 17,800 C 2 PALM DR 1068A 1068 8 128 VCP 0000 22 4432 Line Entire Segment LF 55 128 $ 7,040 $ 10,600 C 2 PACIFIC COAST HWY 289 288 8 248 VCP 0000 4 4100 Line Entire Segment LF 55 248 $ 13,640 $ 20,500 C 2 MONTEREY BLVD 151 C0150 8 15 VCP 0000 4 4100 Line Entire Segment LF 55 15 $ 825 $ 1,200 C 2 PIER AVE 805 606 8 170 VCP 0000 4 4100 Line Entire Segment LF 55 170 $ 9,350 $ 14,000 C 2 HERONDO ST 176 172 8 306 CP 0000 11 4231 Line Entire Segment LF 55 306 $ 16,830 $ 25,200 C 2 VALLEY DR EASEMENT 703 609 6 171 VCP 0000 4 4100 Line Entire Segment LF 55 171 $ 9,405 $ 14,100 C 2 2nd St 1127 1004 8 54 VCP 0000 4 4100 Line Entire Segment LF 55 54 $ 2,970 $ 4,500 C 2 VALLEY DR 605 604 15 328 VCP 0000 260 4N00 Line Entire Segment LF 76 328 $ 24,928 $ 37,400 C 2 PALM DR 1126 1125 6 437 VCP 0000 4 4100 Line Entire Segment LF 55 437 $ 24,035 $ 36,100 C 2 MANHATTAN AVE 1124 1120 8 235 VCP 0000 4 4100 Line Entire Segment LF 55 235 $ 12,925 $ 19,400 C 2 28th Ct 55 54 8 250 CP 0000 4 4100 Line Entire Segment LF 55 250 $ 13,750 $ 20,600 C 2 28th Ct 55 54 8 250 CP 0000 4 4100 Line Entire Segment LF 55 250 $ 13,750 $ 20,600 C 2 28th Ct 55 54 8 220 CP 0000 4 4100 Line Entire Segment LF 55 220 $ 12,100 $ 18,200 C 2 HERMOSA AVE 1108 1007 8 45 VCP 0000 4 4100 Line Entire Segment LF 55 45 $ 2,475 $ 3,700 C 2 HERONDO ST 1132H TRNK 10 79 VCP 0000 4 4100 Line Entire Segment LF 68 79 $ 5,372 $ 8,100 C 2 1ST ST 204A 203 8 45 CP 0000 5 5100 Line Entire Segment LF 55 45 $ 2,475 $ 3,700 C 2 2ND ST 234 233 8 139 VCP 0000 5 5100 Line Entire Segment LF 55 139 $ 7,645 $ 11,500 C 2 10Th Ct 1096A 1096 6 291 VCP 0000 5 5100 Line Entire Segment LF 55 291 $ 16,005 $ 24,000 C 2 POWER ST EASEMENT 503 1166 15 170 VCP 0000 5 5100 Line Entire Segment LF 76 170 $ 12,920 $ 19,400 C 2 PACIFIC COAST HWY Cap 759 8 156 CP 0000 5 5100 Line Entire Segment LF 55 156 $ 8,580 $ 12,900 C 2 25th ST EASEMENT 511 510 10 192 VCP 2100 8 4200 Line Entire Segment LF 79 192 $ 15,168 $ 22,800 D 3 GOULD AVE 538 537 8 163 VCP 2111 4 4100 Line Entire Segment LF 55 163 $ 8,965 $ 13,400 D 3 19th St 1066 1020 6 303 VCP 2211 4 4100 Line Entire Segment LF 55 303 $ 16,665 $ 25,000 D 3

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-15

STREET NAME START
MH
FINISH
MH
PIPE
DIA (in) LENGTH PIPE MATERIAL
Pipe
Defects
Quick
Rating
O&M
Defects
O & M
Quick
Rating

RECOMMENDED

REHABILITATION UNITS UNIT COST QUANTITY CONSTRUCTION COST

CAPITAL
COST Priority
Proposed
CIP Year
HILL ST 236 232A 6 38 VCP 1100 7 4131 Line Entire Segment LF 55 38 $ 2,090 $ 3,100 D 4 EASEMENT 201 CO200 8 100 VCP 1100 8 4200 Line Entire Segment LF 55 100 $ 5,500 $ 8,300 D 4 10Th Ct 1096A 1096 6 291 VCP 1100 8 5131 Line Entire Segment LF 55 291 $ 16,005 $ 24,000 D 4 BEACH DR 1142A 1142 6 96 VCP 2100 4 4100 Line Entire Segment LF 55 96 $ 5,280 $ 7,900 D 4 3rd St 245 244 8 150 CP 2100 105 4D11 Line Entire Segment LF 55 150 $ 8,250 $ 12,400 D 4 MONTGOMERY DR 867 840 6 310 CP 1100 11 4231 Line Entire Segment LF 55 310 $ 17,050 $ 25,600 D 6 HARPER AVE-EASEMENT 324E 324G 8 73 VCP 2100 7 5121 Line Entire Segment LF 55 73 $ 4,015 $ 6,000 D 6 Subtotal 14,781 13,761 $ 849,000 $ 1,273,000
Grand Total 51,549 50,529 8,216,000 $ $ 12,324,000

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-16
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CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-17
Table 6-7: Capital Cost Estimates for Manhole Improvement Projects Proposed
CIP Year MH # Defect Type Recommended Rehabilitation Units Quantity Construction
Cost Estimate
Capitall Cost
Estimate
1 0061 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0062 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0071 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0072 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0074 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0082 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0084 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0086 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0112 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0123 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0324 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0325 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0507 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0509 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0515 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0518 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0520 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0534 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0540 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0726 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0728 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0737 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0740 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0744 Wall Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0746 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0752 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0758 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0765 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0766 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0774 Bench Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0778 Step Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0781 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0782 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0783 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0800 Bench Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 0859 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 1025 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 1028 Chimney Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 1046 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 1057 Bench Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 1058 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 1083 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 1 0123A Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 1 1059A Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-18
Proposed
CIP Year MH # Defect Type Recommended Rehabilitation Units Quantity Construction
Cost Estimate
Capitall Cost
Estimate
2 0141 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0204 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0210 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0216 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0222 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0225 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0241 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0254 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0256 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0259 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0263 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0266 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0272 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0277 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0281 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0282 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0283 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0284 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0285 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0286 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0291 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0302 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0313 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0612 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0634 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0679 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0681 Chimney Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0689 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0693 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0694 Step Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0717 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0718 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0719 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0816 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0827 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0831 Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 2 0833 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0835 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0836 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0837 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0838 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0844 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0847 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0851 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0857 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000

CHAPTER 6- IMPROVEMENT PROGRAM
CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-19
Proposed
CIP Year MH # Defect Type Recommended Rehabilitation Units Quantity Construction
Cost Estimate
Capitall Cost
Estimate
2 0861 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0862 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 0866 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 2 1132 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0006 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0028 Step Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 3 0032 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0033 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0034 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0039 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0041 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0043 Wall Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0045 Cone Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 3 0088 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0089 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0090 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0104 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0108 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 3 0111 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0508 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0513 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0514 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0589 Chimney Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 3 1032 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 1037 Wall Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 3 1039 Bench Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 1044 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 3 0036A Bench Defects Manhole Rehabilitation EA 1 $ 7,000 $ 10,500 4 0173 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 4 0175 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 4 0243 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 4 0245 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 4 0246 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 4 0247 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 4 1096 Chimney Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 4 1132H Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 5 0731 Multiple Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 5 0751 Cone Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 5 0812 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 5 0842 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 6 0669 Frame Defects Manhole Replacement EA 1 $ 10,000 $ 15,000 Totals 130 1,207,000 $ $ 1,810,500
Table 6-8: Proposed Capital Improvement Projects 6-Year Plan Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Total
$ 2,648,100 $ 2,580,300 2,105,700$ 2,131,800$ 2,575,900$ 2,397,700$ 14,439,500$

CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan 6-21

APPENDICES

CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan
Appendix A: CCTV Data

CCTV Pipe Data

Distance
Flow
Direction Asset ID Start ID End ID Asset Type
Asset
Size Asset Location
Asset
Length
Pacp Quick
Struct Rating
Pacp Quick
Struct Num
Struct
Ratings
Index
Pacp Quick
Maint Rating
Pacp Quick
Maint Num
Maint
Ratings
Index
Pacp Quick
Overall Rating
Pacp Quick
Overall Num
Overall
Ratings
Index
258.2 Downstream 0637-0633 637 633 Concrete Pipe (non-reinforced) 8 11TH ST 250 5100 5 5 0 0 0 5100 5 5 2 Upstream 0663-0662 663 662 Concrete Pipe (non-reinforced) 6 ALLEY 134 5400 20 5 0 0 0 5400 20 5 116.1 Upstream 0784-784A 784 784A Vitrified Clay Pipe 8 PROSPECT AVE 229 5100 5 5 0 0 0 5100 5 5 308.2 Downstream 0675-0670 675 670 Concrete Pipe (non-reinforced) 8 8TH ST 246 5100 5 5 0 0 0 5100 5 5 150.3 Upstream 0638-0637 638 637 Concrete Pipe (non-reinforced) 8 11TH ST 257 5100 5 5 0 0 0 5100 5 5

32.6 Downstream 0213-209A 213 209A Concrete Pipe (non-reinforced) 8 BARNEY CT-EASEMENT 133 5100 5 5 0 0 0 5100 5 5 230.5 Downstream 0233-0232 233 232 Concrete Pipe (non-reinforced) 8 2ND ST 233 5100 5 5 0 0 0 5100 5 5

30.5 Downstream 47_46 47 46 Concrete Pipe (non-reinforced) 8 31th PL 33 5100 5 5 0 0 0 5100 5 5 134.8 Downstream 0073_0072 73 72 Concrete Pipe (non-reinforced) 10 ARDMORE AVE 147 5100 5 5 0 0 0 5100 5 5 121.5 Upstream 1014A_1016 1014A 1016 Vitrified Clay Pipe 8 HERMOSA AVE 100 5100 5 5 0 0 0 5100 5 5 0 Downstream 1055_1054 1055 1054 Vitrified Clay Pipe 8 21st St 91 5100 5 5 0 0 0 5100 5 5 107.7 Upstream 1055_1054 1055 1054 Vitrified Clay Pipe 8 21st St 91 5100 5 5 0 0 0 5100 5 5 280 Downstream 0634-0633 634 633 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 264 5100 5 5 311J 50 1 5131 55 1 106.9 Downstream 0325-0324 325 324 Concrete Pipe (non-reinforced) 8 19TH ST 254 5200 10 5 1B00 17 1 521B 27 1 213.6 Downstream 0327-0323 327 323 Concrete Pipe (non-reinforced) 8 20TH ST 201 5100 5 5 221C 25 1 5122 30 1 154.4 Upstream 0329-0322 329 322 Concrete Pipe (non-reinforced) 8 20TH PL 402 5100 5 5 1100 1 1 5111 6 3 274.7 Downstream 0253-0252 253 252 Concrete Pipe (non-reinforced) 8 5TH ST 271 5100 5 5 1100 1 1 5111 6 3 242.8 Downstream 0264-0263 264 263 Concrete Pipe (non-reinforced) 8 PROSPECT AVE-EASEMENT 234 5200 10 5 4132 61 1 5241 71 1 185.8 Downstream 0212-0211 212 211 Concrete Pipe (non-reinforced) 8 2ND ST 184 5100 5 5 3123 41 1 5131 46 1 163.8 Downstream 688_611 688 611 Concrete Pipe (non-reinforced) 8 ARDMORE AVE 187 5100 5 5 1100 1 1 5111 6 3 338 Downstream 1070A_1070 1070A 1070 Vitrified Clay Pipe 6 MANHATTAN AVE 285 5100 5 5 3114 7 1 5131 12 2 290.5 Downstream 0630-0629 630 629 Vitrified Clay Pipe 8 AVIATION BLVD 307 5100 5 5 2100 2 2 5121 7 4 162.6 Downstream 0832-0831 832 831 Concrete Pipe (non-reinforced) 8 GOLDEN AVE 203.3 5100 5 5 3324 20 2 5133 25 2

96.4 Upstream 1089_1088 1089 1088 Vitrified Clay Pipe 8 BEACH DR 58 5100 5 5 2100 2 2 5121 7 4 208.1 Downstream 749_744 749 744 Concrete Pipe (non-reinforced) 8 AVA AVE 199 5100 5 5 4111 5 2 5141 10 3 158.4 Downstream 0586_0509 586 509 Concrete Pipe (non-reinforced) 8 25th ST 128 5200 10 5 4113 7 2 5241 17 3

81.6 Downstream 0172_0171 172 1001 Vitrified Clay Pipe 8 HERONDO St 126 5100 5 5 4111 5 2 5141 10 3

51.7 Upstream 0832-0831 832 831 Concrete Pipe (non-reinforced) 8 GOLDEN AVE 203.3 5100 5 5 3300 9 3 5133 14 4 112.1 Downstream 0795-0794 795 794 Concrete Pipe (non-reinforced) 8 16TH ST 109 5200 10 5 3100 3 3 5231 13 4

18.9 Downstream 1107_1106A 1107 1106A Vitrified Clay Pipe 8 HERMOSA AVE 204 5100 5 5 3400 12 3 5134 17 3 307.7 Downstream 652A-0652 652A 652 Concrete Pipe (non-reinforced) 8 EASEMENT 4200 8 4 0 0 0 4200 8 4 101.8 Downstream 0624-0623 624 623 Concrete Pipe (non-reinforced) 8 AVIATION BLVD 113 4600 24 4 0 0 0 4600 24 4 366.8 Downstream 0769-0766 769 766 Vitrified Clay Pipe 8 PROSPECT AVE 351 4100 4 4 0 0 0 4100 4 4 172.1 Downstream 1165-0779 1165 779 Vitrified Clay Pipe 8 18TH ST 165 5121 7 4 0 0 0 5121 7 4 182.6 Downstream 0329-0322 329 322 Concrete Pipe (non-reinforced) 8 20TH PL 402 5141 9 4 0 0 0 5141 9 4

28.2 Downstream 0254-0253 254 253 Concrete Pipe (non-reinforced) 8 5TH ST 204 5141 12 4 0 0 0 5141 12 4 363.1 Downstream 0677-0669 677 669 Concrete Pipe (non-reinforced) 8 7TH ST 295 4H12 158 4 0 0 0 4H12 158 4 192.1 Downstream 0268-0261 268 261 Concrete Pipe (non-reinforced) 8 HOLLOWELL AVE 180 5143 18 4 0 0 0 5143 18 4 172 Downstream 0263-0262 263 262 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 165 4100 4 4 0 0 0 4100 4 4

95.1 Downstream 0210-0209 210 209 Concrete Pipe (non-reinforced) 8 2ND ST 124 4200 8 4 0 0 0 4200 8 4

90.1 Downstream 0615-0614 615 614 Concrete Pipe (non-reinforced) 10 PACIFIC COAST HWY 107 4131 7 4 0 0 0 4131 7 4 265.8 Downstream 0266-0265 266 265 Concrete Pipe (non-reinforced) 8 MASSEY ST 269 4100 4 4 0 0 0 4100 4 4 105.5 Upstream CB-OPEN BOX CB OPEN BOXCorrugated Metal Pipe 24 IDYLWOOD DR FERNWOOD M.H.P 4100 4 4 0 0 0 4100 4 4

66.2 Upstream 1088_1082 1088 1082 Concrete Pipe (non-reinforced) 8 BEACH DR 64 4100 4 4 0 0 0 4100 4 4 389.1 Downstream 735_728 735 728 Concrete Pipe (non-reinforced) 8 24Th Pl 339 4100 4 4 0 0 0 4100 4 4 173 Downstream 0535_0534 535 534 Vitrified Clay Pipe 8 27th CT 175 4100 4 4 0 0 0 4100 4 4 255.8 Downstream 1065_1054 1065 1054 Vitrified Clay Pipe 6 PALM DR 283 4131 7 4 0 0 0 4131 7 4

96.8 Upstream C2107_1023 C2107 1023 Vitrified Clay Pipe 8 24th ST 235 4100 4 4 0 0 0 4100 4 4 204 Downstream 0706_0705 706 705 Concrete Pipe (non-reinforced) 8 CYPRESS AVE 69 4100 4 4 0 0 0 4100 4 4 183 Downstream 0252_0251 252 251 Concrete Pipe (non-reinforced) 8 5th ST 188 4200 8 4 0 0 0 4200 8 4 116.5 Downstream 0687B_0613 0687B 613 Vitrified Clay Pipe 8 PACIFIC COAST HWY 200 4100 4 4 0 0 0 4100 4 4 400.3 Downstream 0756_0755 756 755 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 409 4432 22 4 0 0 0 4432 22 4 286.8 Downstream 0754_0753 754 753 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 271 5142 19 4 0 0 0 5142 19 4 177.8 Downstream 0857_0856A 857 0856A Concrete Pipe (non-reinforced) 8 15th St 227 4100 4 4 0 0 0 4100 4 4

18.6 Upstream 0701_0610 701 610 Vitrified Clay Pipe 8 VALLEY DR 15 4100 4 4 0 0 0 4100 4 4 150.9 Downstream 0808_0807 808 807 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 159 4100 4 4 0 0 0 4100 4 4 248.9 Downstream 1069_C0500 1069 C0500 Vitrified Clay Pipe 8 HERMOSA AVE 300 514A 54 4 0 0 0 514A 54 4 201.4 Downstream 0835-0817 835 817 Concrete Pipe (non-reinforced) 8 OWOSSO AVE 191 5132 11 4 4133 49 1 5141 60 1 110.1 Downstream 0817-0816A 817 0816A Concrete Pipe (non-reinforced) 8 AVIATION BLVD 212.6 5242 19 4 1200 2 1 5242 21 3 146.8 Downstream 0777-0774 777 774 Concrete Pipe (non-reinforced) 8 ALLEY 144 5141 9 4 1100 1 1 5141 10 3 139 Downstream 324A-0324 324A 324 Vitrified Clay Pipe 8 HARPER AVE 93 4100 4 4 1100 1 1 4111 5 2 236.2 Downstream 0328-0327 328 327 Concrete Pipe (non-reinforced) 8 20TH ST 220 4200 8 4 331B 24 1 4233 32 2 512.7 Downstream 0322-0321 322 321 Concrete Pipe (non-reinforced) 8 HARPER AVE 500 5141 12 4 3F1Z 212 1 5141 224 1 433.1 Downstream 0680-0679 680 679 Concrete Pipe (non-reinforced) 8 7TH PL 438 5142 15 4 4132 81 1 5143 96 1 282.2 Downstream 0670-0669 670 669 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 264 4131 7 4 1K00 51 1 4131 58 1 388.3 Downstream 0668-0667 668 667 Concrete Pipe (non-reinforced) 8 7TH ST 379 4131 7 4 511P 76 1 5141 83 1 190.4 Upstream 0666-0665 666 665 Concrete Pipe (non-reinforced) 8 7TH ST 209 4G11 141 4 1500 5 1 4G16 146 4

36.9 Downstream 0667-0666 667 666 Concrete Pipe (non-reinforced) 8 7TH ST 57 4100 4 4 3115 8 1 4131 12 2 121.3 Upstream 0325-0324 325 324 Concrete Pipe (non-reinforced) 8 19TH ST 227 5133 14 4 2114 6 1 5133 20 2 432.7 Downstream 0211-0210 211 210 Concrete Pipe (non-reinforced) 8 2ND ST 384 5244 26 4 1P00 72 1 5244 98 1 468.1 Downstream 0221-0220 221 220 Concrete Pipe (non-reinforced) 8 1ST ST 422 4100 4 4 4234 103 1 4334 107 1 255.6 Downstream 0619-0618 619 618 Concrete Pipe (non-reinforced) 8 AVIATION BLVD 251 4131 7 4 1200 2 1 4131 9 2 469.5 Downstream 688A_688B 688A 688B Vitrified Clay Pipe 6 8th PL 450 4131 7 4 3121 26 1 4132 33 1 355.9 Downstream 0591_0591A 591 0591A Concrete Pipe (non-reinforced) 8 24th ST 316 4100 4 4 3114 7 1 4131 11 2 117.3 Upstream 0080_0079 80 79 Concrete Pipe (non-reinforced) 8 LONGFELLOW AVE EASEMENT 122 4100 4 4 1400 4 1 4114 8 2 114.8 Downstream 1057_1056 1057 1056 Concrete Pipe (non-reinforced) 8 MANHATTAN AVE 128 4131 7 4 1500 5 1 4131 12 2 301.3 Downstream 0778_0756 778 756 Concrete Pipe (non-reinforced) 8 19th ST 268 4100 4 4 2112 4 1 4121 8 2 171.5 Downstream 1133_1132 1133 1132 Concrete Pipe (non-reinforced) 8 CULPER CT 181 4100 4 4 1200 2 1 4112 6 2 121.1 Downstream 0663-0662 663 662 Concrete Pipe (non-reinforced) 6 ALLEY 134 5242 18 4 2100 2 2 5242 20 4 338 Downstream 0651-0650 651 650 Concrete Pipe (non-reinforced) 8 9TH ST 301 5342 25 4 412N 130 2 5343 155 2 199.1 Upstream 0640-0639 640 639 Concrete Pipe (non-reinforced) 8 11TH PL 184 4631 29 4 4121 8 2 4731 37 3 216.2 Downstream 0815-0814 815 813 Concrete Pipe (non-reinforced) 8 AVIATION BLVD 400.7 544D 124 4 2100 2 2 544D 126 4 244.5 Upstream 0854-0853 854 853 Concrete Pipe (non-reinforced) 8 CAMPANA ST 288 4100 4 4 2700 14 2 4127 18 2 320.9 Downstream 0847-0846 847 846 Concrete Pipe (non-reinforced) 8 14TH ST 244.7 5131 8 4 3122 7 2 5132 15 3 284.2 Downstream 0326-0325 326 325 Concrete Pipe (non-reinforced) 8 19TH ST 278 4700 28 4 3212 8 2 4732 36 3 349.2 Downstream 0256-0255 256 255 Concrete Pipe (non-reinforced) 8 5TH ST 284 4F00 132 4 3112 5 2 4F31 137 4 450.5 Downstream 0267-0262 267 262 Concrete Pipe (non-reinforced) 8 HOLLOWELL AVE 472 5144 22 4 2111 3 2 5144 25 3 387.3 Downstream 0280-0279 280 279 Concrete Pipe (non-reinforced) 8 3RD ST 322 5142 16 4 3121 5 2 5142 21 4 204.7 Downstream 0261-0260 261 260 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 211 4100 4 4 3112 5 2 4131 9 2 104.6 Downstream 0621-0620 621 620 Concrete Pipe (non-reinforced) 8 AVIATION BLVD 93 5141 12 4 3121 6 2 5141 18 3 153.9 Downstream 0232-0231 232 231 Concrete Pipe (non-reinforced) 8 2ND ST 140 4B00 68 4 2100 2 2 4B21 70 4 285.6 Downstream 1097A_1097 1097A 1097 Vitrified Clay Pipe 6 9Th Ct 268 4131 7 4 312A 23 2 4132 30 2 222.2 Downstream 1081A_1081 1081A 1081 Vitrified Clay Pipe 6 21st Ct 218 4100 4 4 2100 2 2 4121 6 3 241 Downstream 748_745 748 745 Concrete Pipe (non-reinforced) 8 SPRINGFIELD AVE 146 5131 8 4 332A 43 2 5134 51 2 296.3 Downstream 726_725 726 725 Vitrified Clay Pipe 8 ARDMORE AVE 269 5131 8 4 3111 4 2 5132 12 3 184 Downstream 0061_0060 61 60 Concrete Pipe (non-reinforced) 8 FRANCISCO ST 170 4200 8 4 4332 25 2 4532 33 3 6 Upstream 0061_0060 61 60 Vitrified Clay Pipe 8 FRANCISCO AVE 170 4100 4 4 2200 4 2 4122 8 3 484.6 Downstream 0523_0518 523 518 Concrete Pipe (non-reinforced) 8 29th ST 479 4131 7 4 4132 19 2 4233 26 2 150.9 Downstream 0109_0103 109 103 Concrete Pipe (non-reinforced) 8 MYRTLE AVE 166 4331 15 4 4129 30 2 4431 45 2 373 Downstream 0114_0113 114 113 Vitrified Clay Pipe 8 27th CT 373 4100 4 4 4134 22 2 4234 26 2 368.5 Downstream 1042_1039 1042 1039 Concrete Pipe (non-reinforced) 8 OZONE 391 4100 4 4 3121 6 2 4131 10 2 194.7 Downstream 1030_1029 1030 1029 Vitrified Clay Pipe 8 HERMOSA AVE 190 4100 4 4 4113 7 2 4213 11 2 556.8 Downstream 1025_1024 1025 1024 Vitrified Clay Pipe 8 HERMOSA AVE 537 4100 4 4 512A 36 2 5141 40 2

48.4 Upstream 1061_1060 1061 1060 Concrete Pipe (non-reinforced) 8 MANHATTAN AVE 291 4200 8 4 4227 23 2 4427 31 3 374.2 Downstream 0126_0126A 126 0126A Vitrified Clay Pipe 6 BAYVIEW DR 435 4232 14 4 4622 36 2 4832 50 2 441.8 Downstream 0741_0740 741 740 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 463 4100 4 4 2100 2 2 4121 6 3 460.9 Downstream 0757_0756 757 756 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 435 5143 20 4 4111 5 2 5144 25 4 355.8 Downstream 0708_0608 708 608 Concrete Pipe (non-reinforced) 8 11th St 338 4131 7 4 4126 16 2 4231 23 3 129.2 Downstream 0722_0605 722 605 Concrete Pipe (non-reinforced) 10 VALLEY DR 127 4100 4 4 4112 6 2 4212 10 2 168.9 Upstream 1115C_1115B 1115C 1115B Vitrified Clay Pipe 6 MANHATTAN AVE 4100 4 4 4322 26 2 4422 30 2 818.6 Downstream 1052_1036 1052 1036 Vitrified Clay Pipe 6 PALM DR 790 4535 35 4 4333 51 2 4838 86 2 334.9 Upstream 0636-0635 636 635 Concrete Pipe (non-reinforced) 8 10TH ST 336.3 5241 19 4 4137 35 3 5242 54 3 157.1 Downstream 0628-0627 628 627 Concrete Pipe (non-reinforced) 8 AVIATION BLVD 144 4100 4 4 3C00 66 3 413C 70 3 172.9 Downstream 0627-0626 627 626 Concrete Pipe (non-reinforced) 8 AVIATION BLVD 185 4100 4 4 3500 15 3 4135 19 3 553.8 Upstream 0852-0851 852 851 Concrete Pipe (non-reinforced) 8 BONNIE BRAE ST 525 4K32 219 4 3F21 109 3 4K3G 328 3 111.4 Downstream 0851-0847 851 847 Concrete Pipe (non-reinforced) 8 BONNIE BRAE ST 113 514C 118 4 3A00 36 3 514C 154 4 157.1 Downstream 0809-0808 809 808 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 140.8 5141 9 4 3300 9 3 5141 18 4 152 Upstream 0768-0766 768 766 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 526 524E 127 4 3200 6 3 524E 133 4 285.7 Downstream 0786-0781 786 781 Concrete Pipe (non-reinforced) 8 HILLCREST DR 260 4100 4 4 3 84 3 413E 88 3 403 Upstream 0793-0792 793 792 Concrete Pipe (non-reinforced) 8 17TH ST 399 514H 172 4 4136 26 3 514H 198 4 207.8 Downstream 764B-764C 764B 764C Vitrified Clay Pipe 8 24TH ST 5141 9 4 3621 20 3 5141 29 3 171.5 Upstream 0274-0272 274 272 Concrete Pipe (non-reinforced) 8 HOPKINS ST 213 5142 13 4 4133 13 3 5143 26 4 170.8 Upstream 0681-0680 681 680 Concrete Pipe (non-reinforced) 8 7TH PL 381 5141 9 4 3700 21 3 5141 30 3 214.2 Downstream 0679-0669 679 669 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 224 4100 4 4 3800 24 3 4138 28 3 166.9 Downstream 696_689 696 689 Concrete Pipe (non-reinforced) 6 9th St 443 4100 4 4 3100 3 3 4131 7 4 286.1 Downstream 731_730 731 730 Vitrified Clay Pipe 8 ARDMORE AVE 224 4200 8 4 3100 3 3 4231 11 4 326 Downstream 1047_1046 1047 1046 Concrete Pipe (non-reinforced) 8 PARK AVE 326 4100 4 4 4331 17 3 4431 21 3 217.7 Upstream 0106_0105 106 105 Concrete Pipe (non-reinforced) 8 PARK AVE 227 5132 11 4 4433 38 3 5144 49 3 488 Upstream 0124_0123 124 123 Vitrified Clay Pipe 8 LOMA DR 458 4100 4 4 4A3C 128 3 4B3C 132 3 306.4 Downstream 0207_0206 207 206 Concrete Pipe (non-reinforced) 8 2nd ST 307 4200 8 4 3221 8 3 4232 16 3 237 Upstream 0271-0270 271 270 Concrete Pipe (non-reinforced) 8 5TH ST-EASEMENT 242 5142 18 4 4131 7 4 5143 25 4 276.5 Downstream 0214-0213 214 213 Concrete Pipe (non-reinforced) 8 BARNEY CT 271 4E+32 122 4 4100 4 4 4E+32 126 4 106.9 Downstream 0620-0619 620 619 Concrete Pipe (non-reinforced) 8 AVIATION BLVD 115 5142 13 4 4100 4 4 5143 17 4 472.4 Downstream 0224-0223 224 223 Concrete Pipe (non-reinforced) 8 1ST PL 510 4532 26 4 4100 4 4 4632 30 4 250.2 Downstream 295_294 295 294 Concrete Pipe (non-reinforced) 8 4th St 262 5231 13 4 4521 22 4 5245 35 4

9.4 Upstream 0116_0112 116 112 Vitrified Clay Pipe 8 OZONE CT EASEMENT 87 4100 4 4 4100 4 4 4200 8 4 100.4 Downstream 0860A-0859 0860A 859 Vitrified Clay Pipe 8 OAK ST EASEMENT 378 4100 4 4 4100 4 4 4200 8 4 518.6 Downstream 1068_1067 1068 1067 Vitrified Clay Pipe 8 PALM DR 521 4300 12 4 4100 4 4 4400 16 4 122.6 Upstream 0655_0515 655 615 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 235 4100 4 4 4100 4 4 4200 8 4 225.3 Downstream 0794-0752 794 752 Concrete Pipe (non-reinforced) 8 16TH ST 227 4421 18 4 5100 5 5 5144 23 4 241.9 Downstream 0819-0818 819 818 Concrete Pipe (non-reinforced) 8 AVIATION BLVD 387.4 5144 24 3 0 0 0 5144 24 3

12.1 Downstream 0814-0813 813 812 Cast Iron 8 AVIATION BLVD 43.5 3100 3 3 0 0 0 3100 3 3 207.2 Downstream 0770-0769 770 769 Vitrified Clay Pipe 8 PROSPECT AVE 200 5221 14 3 0 0 0 5221 14 3 140.3 Downstream 0810-0809 810 809 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY-EASEMENT 112 4131 8 3 0 0 0 4131 8 3 160.6 Upstream 0254-0253 254 253 Concrete Pipe (non-reinforced) 8 5TH ST 204 5141 90 3 0 0 0 5141 90 3 142.5 Upstream 0222-0221 222 221 Concrete Pipe (non-reinforced) 8 MEYER CT 135 3100 3 3 0 0 0 3100 3 3 447.4 Downstream 694_691 694 691 Concrete Pipe (non-reinforced) 6 11Th St 422 5111 6 3 0 0 0 5111 6 3

74.6 Downstream 730_729 730 729 Vitrified Clay Pipe 8 ARDMORE AVE 146 3100 3 3 0 0 0 3100 3 3

17.5 Downstream 0752B_0751A 0752B 0751A Vitrified Clay Pipe 8 16th ST 335 3100 3 3 0 0 0 3100 3 3 152.1 Downstream 0122_0121 122 121 Vitrified Clay Pipe 8 16th ST 180 3100 3 3 0 0 0 3100 3 3 144.7 Downstream 0121_C0120 121 C0120 Vitrified Clay Pipe 8 16th ST 165 3100 3 3 0 0 0 3100 3 3 106.1 Downstream 0861_0860X 861 860 Vitrified Clay Pipe 8 OAK ST EASEMENT 87 5142 25 3 0 0 0 5142 25 3 339.5 Downstream 0206_0205 206 205 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 321 3100 3 3 0 0 0 3100 3 3 128.6 Downstream 0205_0204 205 204 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 121 3100 3 3 0 0 0 3100 3 3 280.8 Downstream 0290_0251 290 251 Vitrified Clay Pipe 8 PACIFIC COAST HWY 277 3100 3 3 0 0 0 3100 3 3 243.3 Downstream 0755_0754 755 754 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 231 3300 9 3 0 0 0 3300 9 3 114.9 Upstream 0577_0576 577 576 Vitrified Clay Pipe 8 PORTER LN EASEMENT 229 3100 3 3 0 0 0 3100 3 3

64.1 Downstream 0703_0609 703 609 Vitrified Clay Pipe 6 VALLEY DR EASEMENT 171 4232 16 3 0 0 0 4232 16 3

20.9 Downstream 0801A_0801 801 0801A Vitrified Clay Pipe 8 ARDMORE AVE EASEMENT 200 3100 3 3 0 0 0 3100 3 3 145.8 Downstream 0633-0632 633 632 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 149 3100 3 3 3223 35 1 3323 38 1 230.2 Downstream 0836-0835 836 835 Concrete Pipe (non-reinforced) 8 OWOSSO AVE 227 5111 6 3 3115 8 1 5131 14 2 427.7 Downstream 0767-0766 767 766 Concrete Pipe (non-reinforced) 6 21ST ST 459 5221 13 3 211O 71 1 5222 84 1 154.4 Downstream 782A-0781 782A 781 Vitrified Clay Pipe 8 18TH ST 200 3100 3 3 1100 1 1 3111 4 2 459.9 Downstream 0772-0763 772 763 Concrete Pipe (non-reinforced) 8 RHODES ST 423 4D3P 317 3 4137 94 1 4D3Q 411 2 121.5 Downstream 0678-0677 678 677 Concrete Pipe (non-reinforced) 8 7TH ST 215 4131 9 3 211D 27 1 4131 36 1 270 Upstream 0799-0798 799 798 Concrete Pipe (non-reinforced) 8 15TH PL 264 3100 3 3 1300 3 1 3113 6 2 370.5 Downstream 737_727 737 727 Concrete Pipe (non-reinforced) 8 24Th St 318 3100 3 3 4133 50 1 4134 53 1 263.9 Downstream 728-727 728 727 Vitrified Clay Pipe 8 ARDMORE AVE 257 4133 13 3 1100 1 1 4133 14 3 176.2 Downstream 544_543 544 543 Vitrified Clay Pipe 8 GOULD AVE 175 3100 3 3 1200 2 1 3112 5 2 189.6 Downstream 0519_0518 519 518 Vitrified Clay Pipe 10 INGLESIDE DR 195 3100 3 3 1400 4 1 3114 7 1 217.5 Downstream 1032_1031 1032 1031 Vitrified Clay Pipe 8 HERMOSA AVE 218 3400 12 3 1100 1 1 3411 13 3 149.8 Downstream 1120_1110 1120 1110 Vitrified Clay Pipe 8 4th St 151 3100 3 3 1200 2 1 3112 5 2 166.9 Downstream 0643-0618 643 618 Concrete Pipe (non-reinforced) 8 10TH ST 217 4231 15 3 2100 2 2 4231 17 3 159.4 Upstream 0829-0828 829 828 Concrete Pipe (non-reinforced) 8 SILVER ST 566 5133 16 3 3A21 49 2 513A 65 2 372.6 Downstream 0844-0844A 844 0844A Concrete Pipe (non-reinforced) 8 13TH ST 373 3100 3 3 2100 2 2 3121 5 2 304.5 Upstream 0855-0847 855 847 Concrete Pipe (non-reinforced) 8 BONNIE BRAE ST 320 3100 3 3 3112 5 2 3212 8 2 179.4 Downstream 0764-763A 764 763A Concrete Pipe (non-reinforced) 8 21ST ST 200 4121 6 3 2100 2 2 4122 8 3 133.7 Downstream 0321-0320 321 320 Concrete Pipe (non-reinforced) 8 HARPER AVE 73 513A 41 3 3111 4 2 513A 45 3

82.9 Downstream 0867-0840 867 840 Concrete Pipe (non-reinforced) 6 MONTGOMERY DR 310 3100 3 3 2100 2 2 3121 5 2 234.9 Downstream 0686-0685 686 685 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 212 4331 18 3 3113 6 2 4332 24 2 140.7 Downstream 0798-0795 798 795 Concrete Pipe (non-reinforced) 8 MIRA ST 135 5141 13 3 2900 18 2 5141 31 2 166.7 Upstream 0285-0284 285 284 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 167 3100 3 3 3111 4 2 3211 7 2

CCTV Pipe Data

332.4 Downstream 0281-0280 281 280 Concrete Pipe (non-reinforced)8 3RD ST 340 5132 153 312172 5133 222 313.6 Downstream 0209-0208 209 208 Concrete Pipe (non-reinforced)8 2ND ST 316 4132 113 240082 4132 192 358.1 Downstream 0208-0207 208 207 Concrete Pipe (non-reinforced)8 2ND ST 332 4J1I 2373 321282 4J32 2453 125.7 Downstream 0202-0201 202 201 Concrete Pipe (non-reinforced)8 1ST ST 120 4132 113 312152 4133 163 278.5 Downstream 1101-1100 1101 1100 Vitrified Clay Pipe8 BEACH DR 272 5141 163 321282 5141 243 309.9 Downstream 1080A_1080 1080A 1080 Vitrified Clay Pipe6 20Th Ct 292 320063 4133 182 4135 242 365.2 Downstream 627_626 727 726 Vitrified Clay Pipe8 ARDMORE AVE 367 330093 4223 162 4233 252 245.7 Downstream 300_299 300 299 Concrete Pipe (non-reinforced)8 5th St 243 310033 221152 312282 247.2 Downstream 697_611 697 611 Vitrified Clay Pipe8 ARDMORE AVE 228 3400 12 3 2F00 622 342F 742
211.4 Downstream 34_33 34 33 Concrete Pipe (non-reinforced)8 34th St 212 310033 321392 3313 122 243.7 Downstream 0003_000232 Concrete Pipe (non-reinforced)6 NEPTUNE AVE 226 310033 3313 122 3413 152 419 Downstream 0593_0507 593 507 Concrete Pipe (non-reinforced)8 24th ST 385 310033 4135 552 4136 582 148.4 Downstream 0596_0502 596 502 Vitrified Clay Pipe8 VALLEY PARK AVE EASEMENT 151 310033 413192 4132 122 381.8 Downstream 1040_1039 1040 1039 Concrete Pipe (non-reinforced)8 24th ST 382 310033 4132 192 4133 222 374.9 Downstream 0125_0123 125 123 Vitrified Clay Pipe8 LOMA DR 381 4434 293 321282 4436 373 129.2 Upstream 0570A-0570 Cap 570 Vitrified Clay Pipe8 HERMOSA VIEW DR EASEMENT 139 320063 3321 152 3521 21 2 211.5 Downstream 1031_1030 1031 1030 Vitrified Clay Pipe8 HERMOSA AVE 198 310033 311362 321392 316.1 Downstream 0717_0716X 717 0716X Concrete Pipe (non-reinforced)8 LOMA DR 284 310033 210022 312152 350.8 Downstream 0791_0754 791 754 Concrete Pipe (non-reinforced)8 17th St 329 4132 113 210022 4132 133 526.4 Downstream 1117_1116 1117 1116 Vitrified Clay Pipe8 BAYVIEW DR 510 513193 4331 272 5143 362 269.1 Downstream 0704_0703 704 703 Vitrified Clay Pipe6 VALLEY DR EASEMENT 255 3411 133 2C00 422 342C 552 355.5 Downstream 1132E_1132F 1132E 1132F Vitrified Clay Pipe8 VALLEY DR 330 320063 230062 3223 122 561.3 Downstream 0134_0122 134 122 Vitrified Clay Pipe6 BAYVIEW DR 548 4333 233 4435 582 4738 812 274.2 Downstream 0173_0172 173 172 Vitrified Clay Pipe
8 PALM DR 279 4435 313 2B17 372 4435 682

95.7 Downstream 0631-0629 631 629 Concrete Pipe (non-reinforced)8 PROSPECT AVE 109 5141 133 310033 5141 163 151.7 Upstream 0216-0215 216 215 Concrete Pipe (non-reinforced)8 1ST ST 354 310033 322183 3321 113 475.6 Downstream 0629-0628 629 628 Concrete Pipe (non-reinforced)8 AVIATION BLVD 441 4233 193 310033 4234 223 408.1 Upstream 0821-0820 821 820 Vitrified Clay Pipe8 14TH ST 396 310033 3H21 1253 3H21 1283 141.6 Upstream 0819-0818 819 818 Concrete Pipe (non-reinforced)8 AVIATION BLVD 387.3 5141 103 310033 5141 133 167.7 Upstream 0849-848X 849 848X Concrete Pipe (non-reinforced)8 14TH ST 138 4234 233 3600 183 423A 413 211.2 Downstream 848X-0847 848X 847 Concrete Pipe (non-reinforced)8 14TH ST 213 5141 243 3B00 51 3 5141 753
218.1 Downstream 0681-0680 681 680 Concrete Pipe (non-reinforced)8 7TH PL 392 511163 310033 513193 294.7 Downstream 0623-0621 623 621 Concrete Pipe (non-reinforced)8 AVIATION BLVD 285 5144 243 310033 5144 273 149.7 Upstream 0618-0617 618 617 Concrete Pipe (non-reinforced) 10 PACIFIC COAST HWY 200 310033 330093 3400 123 445.5 Downstream 1144A-1143 1144A 1143 Vitrified Clay Pipe8 THE STRAND 330093 3D2A 893 3D2A 983 204.8 Downstream 1100A-1100 1100A 1100 Vitrified Clay Pipe6 6TH COURT 232 5142 373 3C23 663 5142 1033 277.8 Downstream 1100-1099 1100 1099 Cast Iron8 BEACH DR 271 310033 3I00 1323 3I00 1353 349.6 Downstream 723_722 723 722 Vitrified Clay Pipe8 ARDMORE AVE 358 310033 4838 583 4839 613 139.3 Downstream 0862_0861 862 861 Vitrified Clay Pipe
8 OAK ST 119 320063 412283 4132 143

43.9 Downstream 0864C_0864 0864C 864 Vitrified Clay Pipe8 MONTEREY AVE 24 320063 3600 183 3800 243 285.2 Downstream 0153C_0153 0153C 153 Vitrified Clay Pipe8 MONTEREY BLVD 570 310033 4132 113 4133 143 538.7 Downstream 1112_1111 1112 1111 Vitrified Clay Pipe8 PALM DR 541 320063 3726 333 3926 393 100.2 Downstream 0626-0625 626 625 Concrete Pipe (non-reinforced)8 AVIATION BLVD 85 5141 113 410044 5142 153 112.8 Downstream 0816-0815 816 815 Concrete Pipe (non-reinforced)8 AVIATION BLVD 98 310033 410044 413174 353.9 Downstream 0235-0234 235 234 Concrete Pipe (non-reinforced)8 2ND ST 370 513B 523 410044 5141 563 173.6 Downstream 0062_0061 62 61 Concrete Pipe (non-reinforced)8 FRANCISCO ST 155 310033 4131 74 4132 103
139.8 Downstream 1070_1067 1070 1067 Vitrified Clay Pipe6 14th ST 139 3600 183 410044 4136 223 129.2 Upstream 0141B_0141A Cap 0141A Vitrified Clay Pipe6 MANHATTAN AVE 138 310033 410044 413174 109.7 Upstream 0801_0801A 801 0801A Vitrified Clay Pipe8 ARDMORE AVE EASEMENT 200 310033 410044 413174 242 Downstream 0216-0215 216 215 Concrete Pipe (non-reinforced)8 1ST ST 354 210022000 210022 227.8 Downstream 0781-0780 781 780 Vitrified Clay Pipe8 18TH ST 222 210022000 210022 338.8 Downstream 0283-0282 283 282 Concrete Pipe (non-reinforced)8 3RD ST 319 412182000 412182 6 Downstream 1144-1144A 1144 1144A Vitrified Clay Pipe6 THE STRAND 210022000 210022 125.5 Upstream 299_298 299 298 Concrete Pipe (non-reinforced) 8 5th St 195 210022000 210022

8.6 Downstream 245_244 245 244 Concrete Pipe (non-reinforced)8 3rd St 150 210022000 210022 146.1 Downstream 45_44 45 44 Concrete Pipe (non-reinforced)8 32nd PL 276 210022000 210022

37.1 Upstream 42_41 42 41 Concrete Pipe (non-reinforced)8 33rd PL 288 210022000 210022 179.2 Downstream 313_312 313 312 Vitrified Clay Pipe8 CYPRESS AVE 194 220042000 220042 6 Downstream 0511_0510 511 510 Vitrified Clay Pipe 10 VALLEY PARK 192 211132000 211132 153.9 Downstream 0752A_0752B 0752A 0752B Vitrified Clay Pipe8 16th ST 335 210022000 210022 187.7 Downstream 0104_0103 104 103 Vitrified Clay Pipe8 25th St 202 210022 000 210022

34.5 Upstream 0652_0616 652 616 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY 281 210022000 210022 375.9 Downstream 0287_0248 287 248 Vitrified Clay Pipe8 PACIFIC COAST HWY 340 210022000 210022

3.9 Downstream 0142A_0142B 0142A 0142B Vitrified Clay Pipe8 PIER AVE 60 210022000 210022

18.1 Upstream 0142A_0142B 0142A 0142B Vitrified Clay Pipe8 PIER AVE 60 210022000 210022 14 Upstream 1128_1127 1128 1127 Vitrified Clay Pipe8 2nd St 262 210022000 210022 301.6 Downstream 0685-0668 685 668 Concrete Pipe (non-reinforced)8 PROSPECT AVE 279 311142 211M 611 3121 651 338.4 Upstream 0269-0260 269 260 Concrete Pipe (non-reinforced)8 GENTRY ST 356 321282 211I 451 3221 531 3 Downstream 0658-656A 658 656A Vitrified Clay Pipe
6 EASEMENT 448 210022 110011 211132
451.9 Downstream 688D_688C 688D 688C Vitrified Clay Pipe6 8th PL 400 4132 122 4231 401 4333 521 390.7 Downstream 0864B_0864 0864B 864 Vitrified Clay Pipe6 MONTEREY AVE 359 211132 4116 101 4121 131 109.9 Downstream 1130_1129 1130 1129 Vitrified Clay Pipe8 2nd St 105 211132 110011 211241 391 Downstream 0174_0173 174 173 Vitrified Clay Pipe8 1st Ct 373 3221 102 140041 3221 142 409.8 Downstream 656A-0655 656A 655 Concrete Pipe (non-reinforced)8 EASEMENT 199 211132 413K 2422 413K 2452 171.5 Upstream 0815-0814 815 813 Concrete Pipe (non-reinforced)8 AVIATION BLVD 400.7 5148 792 210022 5148 812 187.4 Upstream 0850-848X 850 848X Concrete Pipe (non-reinforced)8 OWOSSO AVE 180 3121 52 211132 312282
62 Upstream 0767-0766 767 766 Concrete Pipe (non-reinforced)6 21ST ST 459 211132 210022 221152 167.2 Downstream 0323-0322 323 322 Concrete Pipe (non-reinforced)8 HARPER AVE 240 5342 572 3C19 752 5342 1322 358.8 Downstream 734_729 734 729 Vitrified Clay Pipe8 25Th St 333 321282 3315 142 3517 222

66.6 Downstream 299_298 299 298 Concrete Pipe (non-reinforced)8 5th St 195 210022 210022 220042 249.4 Downstream 42_41 42 41 Vitrified Clay Pipe8 33rd PL 288 210022 4134 312 4134 332 283.2 Downstream 0584_0510 584 510 Concrete Pipe (non-reinforced) 10 25th St 291 211132 211132 221262 160.6 Downstream 0864A_0864C 0864A 0864C Vitrified Clay Pipe8 MONTEREY AVE 487 210022 230062 240082 346.6 Downstream 0143X_1117 0143X 1117 Vitrified Clay Pipe8 BAYVIEW DR 378 321172 4331 232 4333 302 252.6 Downstream 1128_1127 1128 1127 Vitrified Clay Pipe8 2nd St 262 210022 2600 122 2700 142 534.8 Downstream 1105A_1105 1105A 1105 Vitrified Clay Pipe 10 HERMOSA AVE 543 210022 230062 240082 370.4 Downstream 1126_1125 1126 1125 Vitrified Clay Pipe6 PALM DR 437 321172 4131 432 4133 502 386.8 Downstream 1115A_1115 1115A 1115 Vitrified Clay Pipe6 MANHATTAN AVE 355 411262 3128 252 4131 312 296.9 Downstream 0635-0634 635 634 Concrete Pipe (non-reinforced)8 10TH ST 287 3K1F 1852 3K22 1663 3X22 3513 297.3 Downstream 0818-0817 818 817 Concrete Pipe (non-reinforced)8 AVIATION BLVD 286.8 453C 1392 3C11 583 453H 1972 217.2 Downstream 324C-324B 324C 324B Vitrified Clay Pipe8 HARPER AVE 130 5141 12 2 453B 693 5146 813
31 Downstream 324G-324C 324G 324C Vitrified Clay Pipe8 HARPER AVE-EASEMENT 94 211132 5141 103 5141 133

74.9 Upstream 0323-0322 323 322 Concrete Pipe (non-reinforced)8 HARPER AVE 240 5144 312 3A13 423 5144 732

91.7 Upstream 0678-0677 678 677 Concrete Pipe (non-reinforced)8 7TH ST 215 211132 310033 312162 274.5 Downstream 0286-0282 286 282 Concrete Pipe (non-reinforced)8 GENTRY ST 252 4131 102 412163 4231 163 246 Downstream 0257-0256 257 256 Concrete Pipe (non-reinforced)8 PROSPECT AVE 244 411152 310033 413183 69 Downstream 1142A-1142 1142A 1142 Vitrified Clay Pipe6 BEACH DR 96 312292 3500 153 3622 242 235.2 Upstream 1141X-1140 1141X 1140 Vitrified Clay Pipe6 BEACH DR 249 210022 3F00 933 3F21 95 3 43.2 Upstream 1102A-1102 1102A 1102 Vitrified Clay Pipe6 4TH CT 159 4122 112 3700 213 4137 322 177.2 Downstream 1101A-1101 1101A 1101 Vitrified Clay Pipe6 5TH COURT 199 4131 122 3D21 773 413D 893 229.7 Downstream 1099A-1099 1099A 1099 Vitrified Clay Pipe6 7TH COURT 214 3222 112 423C 693 423C 803 275.8 Downstream 1097_1096 1097 1096 Vitrified Clay Pipe 10 BEACH DR 270 411152 4132 103 4232 153 345.8 Upstream 1087_1086 1087 1086 Vitrified Clay Pipe8 THE STRAND 371 210022 4333 313 4333 333 542.4 Downstream 1114_1113 1114 1113 Vitrified Clay Pipe8 PALM DR 532 3311 102 310033 3411 133

72.5 Downstream 324E-324G 324E 324G Vitrified Clay Pipe8 HARPER AVE-EASEMENT 73 210022 512174 512293 3 Upstream 1142A-1142 1142A 1142 Vitrified Clay Pipe
6 BEACH DR 96 210022 410044 412163
161.1 Upstream 245_244 245 244 Concrete Pipe (non-reinforced)8 3rd St 150 210022 4D11 1054 4D21 1074

94.9 Upstream 0511_0510 511 510 Vitrified Clay Pipe 10 25th ST EASEMENT 192 210022 420084 4221 103 169 Downstream 0538_0537 538 537 Vitrified Clay Pipe8 GOULD AVE 163 211132 410044 412172 144.6 Downstream 1066_1020 1066 1020 Vitrified Clay Pipe6 19th St 303 221152 410044 412292 144.6 Upstream 0833-0832 833 832 Concrete Pipe (non-reinforced)8 GOLDEN AVE 140.4 110011000 110011

64.3 Downstream 0811-811A 811 811A Vitrified Clay Pipe8 PACIFIC COAST HWY-EASEMENT 149 110011000 110011

63.5 Upstream 324G-324C 324G 324C Vitrified Clay Pipe8 HARPER AVE-EASEMENT 94 11001100 0 110011

75.9 Upstream 12_11 12 11 Vitrified Clay Pipe8 THE STRAND 270 110011000 110011 167.5 Downstream 52_24 52 24 Vitrified Clay Pipe6 29th CT 176 110011000 110011 165.8 Downstream 54_23 54 23 Vitrified Clay Pipe6 28th CT 177 110011000 110011

15.1 Upstream 0584_0510 584 510 Concrete Pipe (non-reinforced) 10 25th St 291 110011000 110011 234.5 Downstream 1023_1022 1023 1022 Vitrified Clay Pipe8 HERMOSA AVE 381 110011000 110011 130.3 Upstream 1023_1022 1023 1022 Vitrified Clay Pipe8 HERMOSA AVE 381 110011000 110011 113.6 Downstream 0711_0607 711 607 Concrete Pipe (non-reinforced)8 BARD St EASEMENT 224 110011000 110011 55 Downstream12 Reinforced Concrete Pipe 96 Tujunga Ave & Burbank Blvd 1200 21000 120021
329.4 Downstream 0768-0766 768 766 Concrete Pipe (non-reinforced)8 PROSPECT AVE 526 110011 3421 471 3421 481 257.1 Downstream 0775-0774 775 774 Concrete Pipe (non-reinforced)8 ALLEY 235 511I 511 1B00 151 511M 661 284.6 Downstream 0773-0762 773 762 Concrete Pipe (non-reinforced)8 BORDEN AVE 296 431H 521 4322 451 4622 971 295.5 Downstream 0330-0321 330 321 Concrete Pipe (non-reinforced)8 24TH ST 330 1C00 191 4135 521 4135 711 299.7 Downstream 0324-0323 324 323 Concrete Pipe (non-reinforced)8 HARPER AVE 287 5142 721 3422 651 5142 1371 179.6 Downstream 12_11 12 11 Vitrified Clay Pipe8 THE STRAND 270 110011 110011 120021 126.3 Downstream 0518_0517 518 517 Vitrified Clay Pipe 10 INGLESIDE DR 119 110011 18008 1 190091
231.2 Upstream 0599_0598 599 598 Vitrified Clay Pipe8 VALLEY PARK AVE 239 120021 321A 161 321A 181 205.9 Downstream 0557_0555 557 555 Polyethylene8 AMBY EASEMENT 235 110011 130031 140041 306.8 Downstream 0644-0643 644 643 Concrete Pipe (non-reinforced)8 10TH ST 291 4221 441 210022 4222 461 328.8 Upstream 0658-656A 658 656A Concrete Pipe (non-reinforced)8 EASEMENT 5121 481 5142 1502 5242 1981 302 Downstream 0650-0649 650 649 Concrete Pipe (non-reinforced)8 9TH ST 360 4131 421 312L 1172 4132 1592 242.5 Upstream 0672-0671 672 671 Concrete Pipe (non-reinforced)8 PROSPECT AVE 235 120021 4122 112 4122 132 194.9 Downstream 0797-0796 797 796 Concrete Pipe (non-reinforced)8 16TH ST 1751 281 312152 3121 331 224.4 Downstream 0796-0795 796 795 Concrete Pipe (non-reinforced) 8 16TH ST 235 421I 521 210022 4221 541
280.3 Downstream 1102-1101 1102 1101 Vitrified Clay Pipe8 BEACH DR 273 110011 3425 222 3425 232 256.8 Downstream 1095_1095B 1095 1095B Vitrified Clay Pipe 10 BEACH DR 280 110011 3325 192 3325 202 220.5 Downstream 1098A_1098 1098A 1098 Vitrified Clay Pipe6 8Th Ct 245 110011 4131 292 4131 302

46.7 Upstream 1098A_1098 1098A 1098 Vitrified Clay Pipe6 8Th Ct 245 110011 210022 211132 437.8 Downstream 1077A_1077 1077A 1077 Vitrified Clay Pipe6 17Th Ct 405 110011 4132 522 4132 532 314.5 Downstream 1095A_1095 1095A 1095 Vitrified Clay Pipe6 11th CT 297 110011 392A 492 392A 502 230.6 Downstream 0526_0525 526 525 Vitrified Clay Pipe6 INGLESIDE DR EASEMENT 219 110011 3214 10 2 3215 112
204.8 Downstream 1033_1032 1033 1032 Vitrified Clay Pipe8 HERMOSA AVE 201 110011 4328 322 4328 332 279.6 Downstream 0082A_0081 0082A 81 Concrete Pipe (non-reinforced)8 LONGFELLOW AVE EASEMENT 394 110011 311252 311362 110.7 Downstream 1071_1070 1071 1070 Vitrified Clay Pipe6 BAYVIEW DR 156 110011 5142 172 5142 182 527.3 Downstream 1113_1112 1113 1112 Vitrified Clay Pipe8 PALM DR 510 110011 2A00 202 2A11 212 119.7 Upstream 0711_0607 711 607 Concrete Pipe (non-reinforced)8 BARD St EASEMENT 224 110011 210022 211132 292.2 Downstream 1128A_1128 1128A 1128 Vitrified Clay Pipe6 MANHATTAN AVE 287 110011 312272 312282 227.8 Downstream 1132G 1132H 1132G 1132H Vitrified Clay Pipe 8 HERONDO ST 300 110011 4131 172 4131 182
510 Downstream 1105_1104 1105 1104 Vitrified Clay Pipe 10 HERMOSA AVE 532 110011 220042 221152 400.6 Upstream 0645-0644 645 644 Concrete Pipe (non-reinforced)8 10TH ST 337 5141 741 320063 5141 801 311.2 Upstream 0834-0833 834 833 Concrete Pipe (non-reinforced)8 GOLDEN AVE 304.3 110011 3C23 643 3C23 653 415.1 Downstream 0766-0763 766 0763A Concrete Pipe (non-reinforced)8 21ST ST 91.5 110011 413H 1273 413H 1283 278.5 Downstream 0788-0780 788 780 Vitrified Clay Pipe8 RHODES ST 273 110011 3A00 393 3A11 403 207.7 Upstream 764C-764A 764C 764A Vitrified Clay Pipe8 HILLCREST DR 110011 3D00 753 3D11 763

13.5 Upstream 1144-1144A 1144 1144A Vitrified Clay Pipe8 THE STRAND 110011 3300 93 3311 102
95 Upstream 1143-1142 1143 1142 Vitrified Clay Pipe8 1ST ST 105 120021 3B21 503 3B21 523

24.4 Downstream 1074_1073 1074 1073 Vitrified Clay Pipe8 BEACH DR 20 110011 330093 3311 102 277.6 Downstream 732A_732 732A 732 Vitrified Clay Pipe8 PORTER LN 300 110011 413183 413192 257.7 Downstream 40_39 40 39 Vitrified Clay Pipe8 34th PL 281 110011 4431 203 4431 213 321 Downstream 1060_1056 1060 1056 Concrete Pipe (non-reinforced)8 MANHATTAN AVE 402 110011 4231 133 4231 142

45.5 Upstream 1060_1056 1060 1056 Concrete Pipe (non-reinforced)8 MANHATTAN AVE 402 110011 310033 311142 110.4 Upstream 1070B_1070 1070B 1070 Vitrified Clay Pipe6 MANHATTAN AVE 200 110011 330093 3311 102 135.5 Upstream 0867-0840 867 840 Concrete Pipe (non-reinforced) 6 MONTGOMERY DR 310 110011 4231 114 4231 123

47.7 Downstream 0236-232A 236 232A Vitrified Clay Pipe6 HILL ST 38 110011 413174 413183

27.2 Downstream 0201-CO200 201 CO200 Vitrified Clay Pipe8 EASEMENT 110011 420084 421193 111.1 Downstream 1096A_1096 1096A 1096 Vitrified Clay Pipe6 10Th Ct 291 110011 513184 513193 322.6 Downstream 0218-0217 218 217 Concrete Pipe (non-reinforced)6 1ST PL 355000000000 197.5 Downstream 0649-648A 649 648A Vitrified Clay Pipe8 9TH ST 328000000000 182.8 Downstream 648A-0648 648A 648 Vitrified Clay Pipe8 9TH ST 328000000000 173.5 Downstream 0648-0617 648 617 Vitrified Clay Pipe8 9TH ST 213000 000000
202.2 Downstream 0217-0213 217 213 Concrete Pipe (non-reinforced)6 1ST PL 193000000000 298.7 Downstream 0215-0214 215 214 Concrete Pipe (non-reinforced)8 1ST ST 216000000000 102 Downstream 0625-0624 625 624 Concrete Pipe (non-reinforced)8 AVIATION BLVD 101000000000 438.1 Downstream 0820-0819 820 819 Vitrified Clay Pipe8 PROSPECT AVE 418000000000 281.6 Downstream 0828-0827 828 827 Concrete Pipe (non-reinforced)8 SILVER ST 290000000000

82.5 Downstream 0830-0827 830 827 Concrete Pipe (non-reinforced)8 15TH ST 79.07000000000 249.5 Downstream 0825A-0824 0825A 824 Concrete Pipe (non-reinforced)8 PROSPECT AVE 473.3000000000 203.6 Downstream 0822-0822A 822 0822A Polyethylene
8 PROSPECT AVE 204000000000
103 Downstream 0816A-0816 0816A 816 Concrete Pipe (non-reinforced)8 AVIATION BLVD 212.6000000000 126 Downstream 0837-0816 837 816 Concrete Pipe (non-reinforced)8 BONNIE BRAE ST 143.9000000000 4 Upstream 0843-0842 Lateral 842 Concrete Pipe (non-reinforced)6 AUBREY PARK CT 85.2000000000

56.9 Downstream 0842-0841 842 841 Vitrified Clay Pipe8 AUBREY PARK CT 40000000000 167.2 Downstream 0840-0813 840 813 Vitrified Clay Pipe8 AUBREY PARK CT 49.6000000000

77.7 Upstream 784A-0783 784A 783 Vitrified Clay Pipe8 PROSPECT AVE 229000000000

CCTV Pipe Data

235.1 Downstream 0783-0782 783 782 Vitrified Clay Pipe8 PROSPECT AVE 209000000000 204.6 Downstream 0785-0782 785 782 Vitrified Clay Pipe8 PROSPECT AVE 194000000000

68.9 Downstream 811A-0810 811A 810 Vitrified Clay Pipe8 PACIFIC COAST HWY-EASEMENT 149000000000 137.8 Downstream 0763-0762 0763A 762 Vitrified Clay Pipe8 21ST ST 120.5000000000

82.9 Downstream 0762-0761 762 761 Vitrified Clay Pipe8 21ST ST 83.4000000000 140.6 Downstream 0761-0757 761 757 Vitrified Clay Pipe8 21ST ST 119000000000

41.5 Downstream 0782-782A 782 782A Vitrified Clay Pipe8 18TH ST 42000000000 138.6 Downstream 0780-1165 780 1165 Vitrified Clay Pipe8 18TH ST 135000000000 138.3 Upstream 0790-0788 790 788 Vitrified Clay Pipe8 RHODES ST 142 000000000
392.4 Downstream 0771-0764 771 764 Concrete Pipe (non-reinforced)8 HILLCREST DR 365000000000 151.5 Downstream 0776-0775 776 775 Concrete Pipe (non-reinforced)8 ALLEY 136000000000 81 Upstream 324F-324E 324F 324E Vitrified Clay Pipe8 17TH ST 106000000000 134.6 Downstream 0270-0254 270 254 Concrete Pipe (non-reinforced)8 5TH ST 104000000000

39.1 Downstream 0255-0254 255 254 Concrete Pipe (non-reinforced)8 HOPKINS AVE 28000000000 156.4 Downstream 0277-0276 277 276 Concrete Pipe (non-reinforced)8 OCEAN VIEW AVE 165000000000 349.6 Upstream 0683-0682 683 682 Vitrified Clay Pipe8 6TH ST 3560000000 00 357.8 Downstream 0673-0671 673 671 Concrete Pipe (non-reinforced)8 9TH ST 377000000000 128.6 Upstream 0676-0675 676 675 Concrete Pipe (non-reinforced)8 8TH ST 130000000000 141.8 Upstream 0684-0679 684 679 Concrete Pipe (non-reinforced)8 PROSPECT AVE 120000000000 204.1 Downstream 0800-0794 800 794 Concrete Pipe (non-reinforced)8 RAYMOND AVE 203000000000 343.5 Downstream 0284-0283 284 283 Concrete Pipe (non-reinforced)8 3RD ST 378000000000

41.4 Downstream 0282-281 282 281 Concrete Pipe (non-reinforced)8 3RD ST 57000000000 34 Downstream 0262-0261 262 261 Concrete Pipe (non-reinforced)8 PROSPECT AVE 38000000000 145.8 Downstream 0260-0259 260 259 Concrete Pipe (non-reinforced) 8 PROSPECT AVE 152000000000
230.2 Downstream 0258-0257 258 257 Concrete Pipe (non-reinforced)8 6TH ST 222000000000 384.6 Downstream 0203-0202 203 202 Concrete Pipe (non-reinforced)8 1ST ST 347000000000

19.3 Upstream PEN BOX TO MOPEN BOX MH-1 Reinforced Concrete Pipe 24 IDYLWOOD DR FERNWOOD M.H.P 000000000
121 Downstream 12-11 2Sta46+30.4Sta45+11. Vitrified Clay Pipe 8 JAY ST.PM 19612 SEQUENCE 1000000000
357.4 Downstream 11-10 1Sta45+11.0Sta41+61. Vitrified Clay Pipe 8 JAY ST.PM 19612 SEQUENCE 1000000000
356.5 Downstream 10-9 0Sta41+61.Sta38+11.8Vitrified Clay Pipe 8 JAY ST.PM 19612 SEQUENCE 1000000000
355.1 Downstream 9-8 Sta38+11.8 Sta34+61.8Vitrified Clay Pipe 8 JAY ST.PM 19612 SEQUENCE 1000000000
356.8 Downstream 8-7 Sta34+61.8 Sta31+11.8Vitrified Clay Pipe 8 JAY ST.PM 19612 SEQUENCE 1000000000
355.7 Downstream 7-6 Sta31+11.8 Sta27+61.8Vitrified Clay Pipe 8 JAY ST.PM 19612 SEQUENCE 1000000000
294 Downstream 6-5 Sta27+61.8 Sta24+75.0Vitrified Clay Pipe 8 DEL RIO PL .PM 19612 SEQUENCE 1000000000
297.1 Downstream 5-4 Sta24+75.0 Sta21+80.0Vitrified Clay Pipe 8 DEL RIO PL .PM 19612 SEQUENCE 1000000000
0 Downstream 4-3 Sta21+80.0 Sta18+85.0Vitrified Clay Pipe 8 DEL RIO PL .PM 19612 SEQUENCE 1000000000
299.9 Downstream 4-3 Sta21+80.0 Sta18+85.0Vitrified Clay Pipe 10 DEL RIO PL .PM 19612 SEQUENCE 1 000000000
0 Downstream 3-2 Sta18+85.0 Sta15+90.0Vitrified Clay Pipe 10 DEL RIO PL .PM 19612 SEQUENCE 1 000000000
303.7 Downstream 3-2 Sta18+85.0 Sta15+90.0Vitrified Clay Pipe 10 DEL RIO PL .PM 19612 SEQUENCE 1 000000000
0 Downstream 1-13 Sta15+90.0 Sta12+95.0Vitrified Clay Pipe 10 DEL RIO PL .PM 19612 SEQUENCE 1 000000000
300.5 Downstream 1-13 Sta12+95.0 Sta10+00. Vitrified Clay Pipe 10 DEL RIO PL .PM 19612 SEQUENCE 1 000000000
198.2 Upstream 0225-0223 225 223 Other8 ARDMORE AVE 169000000000 212.7 Upstream 17_16 17 16 Vitrified Clay Pipe8 THE STRAND 240000000000 257.8 Downstream 16_15 16 15 Vitrified Clay Pipe8 THE STRAND 248000000000 254.8 Downstream 15_14 15 14 Vitrified Clay Pipe8 THE STRAND 235000000000 256.9 Upstream 14_13 14 13 Vitrified Clay Pipe8 THE STRAND 244000000000

18.7 Downstream 1095B_1094A 1095B 1094A Polyvinyl Chloride 12 BEACH DR 20000000000

28.4 Upstream 1085-1085A 1085 1085A Vitrified Clay Pipe8 24Th St 2000000 0000

72.3 Downstream 1085A_1084A 1085A 1084A Polyvinyl Chloride 18 24Th St 35000000000 114.9 Downstream 1084A_1084 1084A 1084 Polyvinyl Chloride 18 BEACH DR 200000000000

39.7 Downstream 1093A_1093C 1093A 1093C Vitrified Clay Pipe8 THE STRAND 30000000000

91.6 Downstream 1093C_1093 1093C 1093 Vitrified Clay Pipe8 THE STRAND 99000000000 159.4 Upstream 1094_1093 1094 1093 Vitrified Clay Pipe 10 BEACH DR 140000000000 211.2 Downstream 161_157 161 157 Vitrified Clay Pipe8 LOMA DR 191000000000 240.3 Downstream 159_159A 159 159A Vitrified Clay Pipe8 LOMA DR 631000000000 245.2 Downstream 159A_158 159A 158 Vitrified Clay Pipe
8 LOMA DR 631000000000
262 Downstream 160B_159 160B 159 Vitrified Clay Pipe8 LOMA DR 703000000000 211.6 Downstream 159B_159A 159B 159A Vitrified Clay Pipe8 8Th St 200000000000 250.2 Upstream 160_160A 160 160A Vitrified Clay Pipe8 LOMA DR 703000000000 464.5 Downstream 1073_1072 1073 1072 Polyvinyl Chloride 12 14Th St 434000000000

98.1 Upstream 1073A 1073A 1073 Vitrified Clay Pipe8 BEACH DR 110000000000 207.6 Downstream 739_726 739 726 Vitrified Clay Pipe8 21st St 204000000000 142 Downstream 744_725 744 725 Vitrified Clay Pipe8 AVA AVE ALLEY 134000 000000
305.4 Upstream 692_691 692 691 Concrete Pipe (non-reinforced)8 ARDMORE AVE 299000000000 262.7 Downstream 690_689 690 689 Vitrified Clay Pipe8 ARDMORE AVE 256000000000

38.2 Upstream 688C_688B 688C 688B Vitrified Clay Pipe8 8Th Pl 50000000000 206 Downstream 693B_692 693B 692 Concrete Pipe (non-reinforced)6 11Th Pl EASEMENT 369000000000 251.9 Downstream 729_728 729 728 Vitrified Clay Pipe8 ARDMORE AVE 220000000000 440 Downstream 695_690 695 690 Concrete Pipe (non-reinforced)6 10th St 425000000000 308.3 Downstream 700_697 700 697 Concrete Pipe (non-reinforced)6 7th St 281000000000 105.3 Downstream 302_301 302 301 Concrete Pipe (non-reinforced) 8 5th St 115000000000

72.9 Downstream 301_300 301 300 Concrete Pipe (non-reinforced)8 5th St 37000000000 148.5 Downstream 298_297 298 297 Concrete Pipe (non-reinforced)8 ARDMORE AVE 133000000000

69.7 Downstream 296_295 296 295 Vitrified Clay Pipe8 ARDMORE AVE 53000000000

90.5 Downstream 296A_296 296A 296 Concrete Pipe (non-reinforced)8 4Sth St 248000000000 165.7 Downstream 243_242 243 242 Concrete Pipe (non-reinforced)8 3rd St 175000000000

40.2 Upstream 115_731 Cap 731 Concrete Pipe (non-reinforced)8 ARDMORE AVE 100000000000

93.2 Downstream 133X_130 133X 130 Vitrified Clay Pipe8 LOMA DR 980 00000000
196 Downstream 246_245 246 245 Vitrified Clay Pipe8 3rd St 161000000000

59.1 Downstream 241_C0240 241 C0240 Vitrified Clay Pipe8 3rd St EASEMENT 85000000000 260.2 Downstream 316_313 316 313 Concrete Pipe (non-reinforced)8 6th St 280000000000 424 Downstream 312_311 312 311 Vitrified Clay Pipe8 CYPRESS AVE EASEMENT 387000000000 213.8 Downstream 314_313 314 313 Concrete Pipe (non-reinforced)8 CYPRESS AVE 196000000000 18 Downstream 311_C0310 311 C0310 Vitrified Clay Pipe8 VALLEY DR 15000000000 122.2 Upstream 38_36 38 36 Vitrified Clay Pipe8 HIGHLAND AVE 109000000000 183.4 Downstream 315_314 315 314 Vitrified Clay Pipe8 CYPRESS AVE 270000000000

16.2 Downstream 36A_36 36A 36 Vitrified Clay Pipe8 34th St 35000000000

56.4 Upstream 36_35 36 35 Vitrified Clay Pipe8 HIGHLAND AVE 63000000000 34 Upstream 50_49 50 49 Concrete Pipe (non-reinforced)8 30th PL 50000000000 163.1 Downstream 49_25 49 25 Vitrified Clay Pipe6 30th PL 165000000000 301.1 Downstream 548_547 548 547 Vitrified Clay Pipe8 30th St EASEMENT 299000000000 39 Upstream C/0-549 C/0 549 Vitrified Clay Pipe6 30th St 65000000000 216.2 Upstream 30_29 30 29 Vitrified Clay Pipe8 PALM DR 214 000000000
215.1 Downstream 29_28 29 28 Vitrified Clay Pipe8 PALM DR 212000000000 193.7 Downstream 27_26 27 26 Vitrified Clay Pipe8 PALM DR 192000000000 205.2 Downstream 551_543 551 543 Vitrified Clay Pipe8 EL OESTE 200000000000 167.3 Downstream 41_28 41 28 Vitrified Clay Pipe6 33rd PL 165000000000 223.1 Downstream 25_24 25 24 Vitrified Clay Pipe8 PALM DR 217000000000 224.5 Downstream 24_23 24 23 Vitrified Clay Pipe8 PALM DR 217000000000

93.4 Downstream 22_21 22 21 Vitrified Clay Pipe8 27th ST 860000000 00 77.9 Downstream 21_C0020 21 C0020 Concrete Pipe (non-reinforced)8 HERMOSA AVE 86000000000 147.7 Upstream 544A_544 544A 544 Vitrified Clay Pipe8 GOULD AVE 98000000000 200.7 Downstream 540_539 540 539 Vitrified Clay Pipe8 GOULD AVE 203000000000 170.9 Downstream 1159_1158 1159 1158 Vitrified Clay Pipe 10 15th CT 182000000000 228.2 Downstream 1158_1075 1158 1075 Vitrified Clay Pipe 10 15th CT 223000000000 224.5 Downstream 0515_0514 515 514 Vitrified Clay Pipe 10 VALLEY PARK 220000000000 131 Downstream 0537_0515 537 515 Concrete Pipe (non-reinforced)8 VALLEY PARK 125000000000 223.5 Downstream 0514_0513 514 513 Vitrified Clay Pipe 10 VALLEY PARK 219 000000000
76 Downstream 0513_0512 513 512 Vitrified Clay Pipe 10 VALLEY PARK 101000000000

26.9 Downstream 0512_0512A 512 0512A Vitrified Clay Pipe 10 VALLEY PARK 186000000000 143.6 Upstream 0583_0511 583 511 Vitrified Clay Pipe8 VALLEY PARK 211000000000 306.7 Downstream 0509_0508 509 508 Vitrified Clay Pipe 10 25th ST EASEMENT 305000000000 116.3 Upstream 0527_0526 527 526 Vitrified Clay Pipe8 29th CT 129000000000 266.2 Downstream 0528_0527 528 527 Ductile Iron Pipe8 29th CT 252000000000 5 Upstream 0516_0515 516 515 Vitrified Clay Pipe 10 GOULD AVE EASEMENT 21900000 0000
173.3 Downstream 0585_0584 585 584 Concrete Pipe (non-reinforced) 10 25th St 173000000000 334.4 Downstream 0008_000787 Vitrified Clay Pipe8 HERMOSA AVE 311000000000

99.1 Upstream 0588_0587 588 587 Concrete Pipe (non-reinforced)8 24th PL 159000000000

17.2 Downstream 0539_0538 539 538 Vitrified Clay Pipe8 GOULD AVE 21000000000 68 Upstream 0554_0539 553 539 Vitrified Clay Pipe8 GOULD AVE 65000000000 162.2 Downstream 1049_1046 1049 1046 Vitrified Clay Pipe8 LOMA DR 160000000000

88.6 Downstream 0591A_0590 0591A 590 Concrete Pipe (non-reinforced)8 24th ST 316000000000 133.3 Downstream 0505A-0505 0505A 505 Vitrified Clay Pipe 8 21st ST 40000000000

16.1 Upstream 0504_0504A 504 0504A Vitrified Clay Pipe 15 POWER ST 360000000000

82.2 Upstream 0111_0109 111 109 Concrete Pipe (non-reinforced)8 MYRTLE AVE 69000000000 123.4 Downstream 0504B_0504C 0504B 0504C Vitrified Clay Pipe 15 POWER ST EASEMENT 360000000000 145.3 Downstream 0504C_0504D 0504C 0504D Vitrified Clay Pipe 15 POWER ST EASEMENT 360000000000 101.6 Downstream 0751A_0751 0751A 751 Vitrified Clay Pipe8 16th ST 335000000000 90 Upstream 0752_0752A 752 0752A Vitrified Clay Pipe8 16th ST 335000000000

21.5 Downstream 0103_1153 103 1153 Vitrified Clay Pipe8 25th St 42000 000000

67.7 Upstream 0115_0113 115 113 Vitrified Clay Pipe8 OZONE CT 92000000000 127.8 Downstream 1067_1017 1067 1017 Vitrified Clay Pipe8 14th ST 129000000000 426.2 Upstream 1067A-1067 1067A 1067 Vitrified Clay Pipe8 PALM DR 285000000000 144.5 Downstream 1152_0101 1152 101 Vitrified Clay Pipe8 25th ST 190000000000 123.9 Downstream 0101_0101A 101 0101A Vitrified Clay Pipe8 25th ST 150000000000 240.1 Downstream 0108_0108A 108 0108A Vitrified Clay Pipe8 MYRTLE AVE 242000000000

98.6 Downstream 1046_1045 1046 1045 Vitrified Clay Pipe8 LOMA DR 100000000000 213.9 Downstream 1043_1037 1043 1037 Vitrified Clay Pipe 6 MANHATTAN AVE 201000000000

22.8 Downstream 0071_0070 71 70 Concrete Pipe (non-reinforced) 10 LONGFELLOW AVE 32000000000 122.4 Downstream 0863_0862 863 862 Vitrified Clay Pipe8 PIER AVE EASEMENT 112000000000 224.5 Downstream 0859_0859A 859 0859A Vitrified Clay Pipe8 OAK ST EASEMENT 278000000000

51.8 Upstream 1035_1034 1035 1034 Vitrified Clay Pipe8 35th St 50000000000 162.3 Upstream 0084_0083 84 83 Concrete Pipe (non-reinforced)8 S SEPULVEDA BLVD 128000000000 156.7 Upstream 0567B-0567 Cap 567 Vitrified Clay Pipe8 30th ST 125000000000

93.4 Downstream 0567_0567A 567 0567A Vitrified Clay Pipe8 ARDMORE AVE 760 00000000

69.8 Downstream 1026_1025 1026 1025 Vitrified Clay Pipe8 HERMOSA AVE 107000000000 165.2 Upstream 0568_0567A 568 0567A Vitrified Clay Pipe8 HERMOSA VIEW DR EASEMENT 151000000000

38.6 Upstream 1038_1037 1038 1037 Vitrified Clay Pipe8 MANHATTAN AVE 39000000000 134.5 Downstream 1037_1036 1037 1036 Vitrified Clay Pipe8 24th ST 105000000000

3.4 Downstream 1036_C2107 1036 C2107 Vitrified Clay Pipe8 24th ST 10000000000 151.5 Downstream 0716X-0715 0716X 715 Vitrified Clay Pipe8 LOMA DR 186000000000 258.8 Upstream 0715_0714 715 714 Vitrified Clay Pipe8 PIER AVE 240000000000 195 Downstream 0714_0713 714 713 Vitrified Clay Pipe8 PIER AVE 200000000000

32.9 Upstream 0720_0718 720 718 Concrete Pipe (non-reinforced)8 CYPRESS AVE 21000000000 111.6 Downstream 0718_0714 718 714 Vitrified Clay Pipe8 CYPRESS AVE 106000000000 150.2 Downstream 1057A_1057 1057A 1057 Vitrified Clay Pipe8 CIRCLE DR 160000000000 154 Downstream 1059_1058 1059 1058 Concrete Pipe (non-reinforced)8 CIRCLE DR 165000000000 202 Downstream 1058_1057 1058 1057 Concrete Pipe (non-reinforced)8 CIRCLE DR 229000000000

93.4 Downstream 1059B_1059A 1059B 1059A Vitrified Clay Pipe8 CIRCLE DR 83000000000 377.2 Upstream 1017_1016 1017 1016 Vitrified Clay Pipe8 HERMOSA AVE 356 000000000
244.3 Upstream 1020_1155 1020 1155 Vitrified Clay Pipe8 HERMOSA AVE 271000000000 335.7 Downstream 1021_1154 1021 1154 Vitrified Clay Pipe8 HERMOSA AVE 323000000000 121.2 Upstream C2109_1021 Cap 1021 Vitrified Clay Pipe8 21st St 145000000000

3.5 Downstream 1054_C2109 1054 C2109 Vitrified Clay Pipe8 21st St 10000000000 216.3 Upstream 1063A_1054 1063A 1054 Vitrified Clay Pipe8 PALM DR 255000000000 114.6 Downstream 0713_0712 713 712 Vitrified Clay Pipe8 BARD ST 104000000000 112.9 Downstream 0712_0711 712 711 Concrete Pipe (non-reinforced)8 BARD ST 1250000000 00 96 Downstream 0710_0709 710 709 Concrete Pipe (non-reinforced)8 11th ST 95000000000 116.5 Downstream 0709_0708 709 708 Concrete Pipe (non-reinforced)8 11th ST 124000000000 346.3 Downstream 1022_1021 1022 1021 Vitrified Clay Pipe8 HERMOSA AVE 315000000000 208.9 Downstream 0601_0600 601 600 Vitrified Clay Pipe8 18th ST 195000000000

16.5 Downstream 0705_0704 705 704 Vitrified Clay Pipe6 CYPRESS AVE 69000000000 325 Downstream 0702_0701 702 701 Vitrified Clay Pipe6 8th ST 302000000000 286.9 Downstream 0661_0660 661 660 Vitrified Clay Pipe8 PACIFIC COAST HWY 302000000000 305.2 Downstream 0154A_0154 0154A 154 Vitrified Clay Pipe 8 MONTEREY BLVD 540000000000
305.6 Downstream 0154_0153C 154 0153C Vitrified Clay Pipe8 MONTEREY BLVD 570000000000 436.9 Downstream 0251_0250 251 250 Vitrified Clay Pipe8 PACIFIC COAST HWY 424000000000 269.4 Downstream 0275_0250 275 250 Concrete Pipe (non-reinforced)8 4th ST 294000000000 147.1 Downstream 0278_0249 278 249 Vitrified Clay Pipe8 PACIFIC COAST HWY 144000000000 230.1 Upstream 0279_0278 279 278 Concrete Pipe (non-reinforced)8 3rd ST 284000000000 184.8 Upstream 0664_0660 664 660 Concrete Pipe (non-reinforced)8 7th ST 192000000000 186.6 Downstream 0660_0659 660 659 Vitrified Clay Pipe8 PACIFIC COAST HWY 16500000 0000

40.6 Downstream 0614_0613 614 613 Concrete Pipe (non-reinforced) 10 PACIFIC COAST HWY 17000000000

28.1 Downstream 0129_0126 129 126 Vitrified Clay Pipe8 BAYVIEW DR 43000000000

22.6 Downstream 0153_0153B 153 0153B Vitrified Clay Pipe8 MONTEREY BLVD 274000000000 275.2 Downstream 0153B_0152 0153B 152 Vitrified Clay Pipe8 MONTEREY BLVD 274000000000

CCTV Pipe Data

306.8 Downstream 0687_0687A 687 0687A Vitrified Clay Pipe8 PACIFIC COAST HWY 459000000000

10.2 Downstream 0687A_0687C 0687A 0687C Vitrified Clay Pipe8 PACIFIC COAST HWY 25000000000

12.1 Downstream 0687C_0687B 0687C 0687B Vitrified Clay Pipe8 PACIFIC COAST HWY 25000000000 154.7 Downstream 0288_0287 288 287 Vitrified Clay Pipe8 PACIFIC COAST HWY 172000000000 267.5 Downstream 0157_0153 157 153 Vitrified Clay Pipe8 6th ST 242000000000

85.8 Downstream 0152A_0151 0152A 151 Vitrified Clay Pipe8 MONTEREY BLVD 95000000000

13.7 Downstream 0558_0557 558 557 Polyethylene8 AMBY EASEMENT 15000000000

96.8 Downstream 0555_0554 555 554 Vitrified Clay Pipe8 GOULD TER EASEMENT 100000000000

45.2 Downstream 0554_0553 554 553 Vitrified Clay Pipe8 GOULD TER EASEMENT 44 000000000
315.5 Downstream 0759_0758 759 758 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY 332000000000 177 Downstream 0742_0741 742 741 Vitrified Clay Pipe8 PACIFIC COAST HWY 157000000000

34.9 Downstream 0142_0142A 142 0142A Vitrified Clay Pipe8 PIER AVE 60000000000 114.1 Downstream 1116_1115 1116 1115 Polyvinyl Chloride8 8th St 124000000000

38.6 Downstream 0753_0752 753 752 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY 38000000000

26.2 Upstream 0779_0755 779 755 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY 25000000000 307.3 Downstream 0856_0807 856 807 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY 2880000000 00 71.4 Downstream 0856A_0856 0856A 856 Concrete Pipe (non-reinforced)8 15th St 75000000000 532.4 Downstream 1119_1116 1119 1116 Polyvinyl Chloride8 BAYVIEW DR 539000000000 152.5 Downstream 0142B_0142C 0142B 0142C Vitrified Clay Pipe8 PIER AVE 95000000000

89.3 Downstream 0142C_0141 0142C 141 Vitrified Clay Pipe8 PIER AVE 60000000000 271 Downstream 0141A_0141 0141A 141 Vitrified Clay Pipe6 MANHATTAN AVE 310000000000 8 Downstream 0141_C0140 141 C0140 Vitrified Clay Pipe8 MANHATTAN AVE 10000000000

30.4 Downstream 0576_0575 576 575 Vitrified Clay Pipe8 VALLEY PARK EASEMENT 42000000000 404.3 Downstream 0609A_0608 0609A 608 Vitrified Clay Pipe 15 VALLEY DR 338 000000000
276.8 Downstream 0610_0609 610 609 Vitrified Clay Pipe 15 VALLEY DR 296000000000 129.9 Downstream 0611_0610 611 610 Concrete Pipe (non-reinforced) 12 8th St 141000000000 308 Downstream 0607_0606 607 606 Vitrified Clay Pipe 15 VALLEY DR 405000000000 388.8 Downstream 0604_0603A 604 0603A Polyethylene 12 VALLEY DR EASEMENT 514000000000 152.2 Downstream 0603A_0603 0603A 603 Polyethylene 12 VALLEY DR EASEMENT 250000000000 411.4 Downstream 0501_C0500 501 C0500 Concrete Pipe (non-reinforced) 18 MONTEREY AVE EASEMENT 378000000000

90.4 Downstream 0845_0807 845 807 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY 7700000 0000
71 Upstream 1132B_1132C 1132B 1132C Vitrified Clay Pipe8 2nd St 120000000000 266 Downstream 1132F_1132G 1132F 1132G Vitrified Clay Pipe8 HERONDO ST 300000000000 113.9 Upstream 0802_0801 802 801 Vitrified Clay Pipe8 ARDMORE AVE EASEMENT 200000000000 358.9 Downstream 1106_1106A 1106 1106A Vitrified Clay Pipe8 HERMOSA AVE 332000000000

13.7 Upstream 1106_1105A 1106 1105A Vitrified Clay Pipe 10 HERMOSA AVE 30000000000

18.2 Downstream 1104_1013 1104 1013 Vitrified Clay Pipe 10 HERMOSA AVE 52000000000 395.7 Downstream 1011_1010 1011 1010 Vitrified Clay Pipe 24 HERMOSA AVE 329000000000 302.5 Downstream 1012_1011 1012 1011 Vitrified Clay Pipe 24 HERMOSA AVE 337 000000000

88.5 Upstream 1013_1012 1013 1012 Vitrified Clay Pipe 24 HERMOSA AVE 137000000000

96.8 Downstream 1014C_1013 1014C 1013 Vitrified Clay Pipe 24 HERMOSA AVE 80000000000 144.7 Downstream 1014_1014B 1014 1014B Vitrified Clay Pipe 18 HERMOSA AVE 110000000000

13.1 Upstream 1014B_1014C 1014B 1014C Vitrified Clay Pipe 24 HERMOSA AVE 30000000000 312.4 Downstream 1009_1008 1009 1008 Vitrified Clay Pipe 24 HERMOSA AVE 345000000000 345.2 Downstream 1010_1009 1010 1009 Vitrified Clay Pipe 24 HERMOSA AVE 321000000000

13.5 Downstream 1063B_1063A 1063B 1063A Vitrified Clay Pipe8 PALM DR 25000 000000

36.7 Upstream 0055_0054 55 54 Concrete Pipe (non-reinforced)8 28th Ct000000000 170.7 Downstream 1115_1112 1115 1112 Vitrified Clay Pipe8 8th st 154000000000 111.5 Downstream 0023_0022 23 22 Vitrified Clay Pipe8 PALM DR 108000000000

93.1 Downstream 0022_0021 22 21 Concrete Pipe (non-reinforced)8 27th St 86000000000 266.1 Upstream 1107A_1107 1107A 1107 Vitrified Clay Pipe8 HERMOSA AVE 260000000000 152.8 Downstream 1008_1008A 1008 1008A Vitrified Clay Pipe 24 HERMOSA AVE 235000000000

32.1 Downstream 0101A_C0100 0101A C0100 Vitrified Clay Pipe8 25th St 30000000000 271.4 Downstream 1007_1006 1007 1006 Vitrified Clay Pipe 24 HERMOSA AVE 331 000000000

69.3 Downstream 1002_1001 1002 1001 Vitrified Clay Pipe 24 HERMOSA AVE 80000000000

25.6 Downstream 1001_0170 1001 170 Vitrified Clay Pipe 24 HERMOSA AVE 39000000000 0 Downstream 1093_1091 1093 1091 Vitrified Clay Pipe8 BEACH DR 153000000000 124.2 Downstream 1075_1074 1075 1074 Vitrified Clay Pipe8 BEACH DR EASEMENT 129000000000 293.9 Downstream 1006_1005 1006 1005 Vitrified Clay Pipe 24 HERMOSA AVE 256000000000 281.1 Downstream 1004_1003 1004 1003 Vitrified Clay Pipe 24 HERMOSA AVE 339000000000 154.2 Downstream 0639-0631 639 631 Concrete Pipe (non-reinforced)8 11TH PL 17600 0 1F00 321 1F00 321
143.1 Downstream 0653-652A 653 652A Concrete Pipe (non-reinforced)8 EASEMENT 143.1000 211351 211351 234.8 Downstream 0826-0822 826 822 Concrete Pipe (non-reinforced)8 15TH ST 228000 110011 110011 412.9 Downstream 0858-0857 858 857 Concrete Pipe (non-reinforced)8 15TH ST 413000 110011 110011 330.6 Upstream 0273-0272 273 272 Concrete Pipe (non-reinforced)8 4TH ST 306000 5133 691 5133 691 185 Downstream 0259-0256 259 256 Concrete Pipe (non-reinforced)8 PROSPECT AVE 208000 1B00 181 1B00 181 301.6 Downstream 158_157 158 157 Vitrified Clay Pipe8 LOMA DR 198000 110011 110011 290.2 Downstream 736_735 736 735 Concrete Pipe (non-reinforced)8 24Th Pl 369000 120021 120021 263.5 Downstream 738_737 738 737 Concrete Pipe (non-reinforced) 8 24Th St 295000 180081 180081
278.8 Downstream 130_129 130 129 Vitrified Clay Pipe8 19th St 263000 1F00 331 1F00 331

30.1 Downstream 44_43 44 43 Concrete Pipe (non-reinforced)8 32nd PL 33000 110011 110011 301.6 Downstream 547_546 547 546 Vitrified Clay Pipe8 30th St EASEMENT 298000 140041 140041 299.7 Downstream 546_545 546 545 Vitrified Clay Pipe8 GOULD AVE ALLEY 302000 1A00 111 1A00 111 185.4 Downstream 549_548 549 548 Vitrified Clay Pipe8 30th St 166000 211351 211351

81.5 Upstream C/0A_550 C/0A 550 Vitrified Clay Pipe8 MARLITA 70000 140041 140041 347.3 Downstream 48_47 48 47 Vitrified Clay Pipe8 31th PL 276 000 110011 110011
103.9 Upstream 545_544 545 544 Vitrified Clay Pipe8 GOULD AVE ALLEY 111000 110011 110011 241.1 Downstream 0534_0533 534 533 Vitrified Clay Pipe8 VALLEY PARK 222000 120021 120021

24.9 Downstream 0002_C00012 C0001 Concrete Pipe (non-reinforced)8 NEPTUNE AVE 51000 110011 110011 202.5 Downstream 0589_0589A 589 0589A Asbestos Cement8 24th PL 346000 120021 120021 151.4 Downstream 0589A_0508 0589A 508 Concrete Pipe (non-reinforced)8 24th PL 346000 110011 110011

76.8 Upstream 1048_1047 1048 1047 Concrete Pipe (non-reinforced)8 PARK AVE 84000 120021 120021 205.7 Upstream 0598_0597 598 597 Vitrified Clay Pipe8 VALLEY PARK AVE 197000 311471 31147 1 56.2 Upstream 0128_0127 128 127 Vitrified Clay Pipe6 BAYVIEW DR 572000 120021 120021 260.2 Downstream 0108A_1153 0108A 1153 Vitrified Clay Pipe8 MYRTLE AVE 242000 110011 110011 324.6 Downstream 0079_0078 79 78 Concrete Pipe (non-reinforced)8 LONGFELLOW AVE 321000 120021 120021 215.4 Downstream 0081A_0080 0081A 80 Concrete Pipe (non-reinforced)8 LONGFELLOW AVE EASEMENT 186000 321D 291 321D 291 162.7 Downstream 0078_0074 78 74 Concrete Pipe (non-reinforced)8 ARDMORE AVE 156000 1A00 131 1A00 131 169.2 Downstream 0074_0073 74 73 Concrete Pipe (non-reinforced)8 ARDMORE AVE 149000 120021 120021 132.7 Upstream 0087_0073 87 73 Concrete Pipe (non-reinforced)8 31st ST 141000 321A 161 321A 161 640.9 Downstream 0077_0076 77 76 Concrete Pipe (non-reinforced)8 BOUNDARY PL 200 000 311471 311471
511 Downstream 0076_0075 76 75 Concrete Pipe (non-reinforced)8 BOUNDARY PL 507000 421E 371 421E 371 306.2 Downstream 0075_0074 75 74 Concrete Pipe (non-reinforced)8 BOUNDARY PL 294000 1A00 101 1A00 101 305 Downstream 0567A_0566 0567A 566 Vitrified Clay Pipe8 ARDMORE AVE 306000 311581 311581 219.5 Downstream 1029_1028 1029 1028 Vitrified Clay Pipe8 HERMOSA AVE 216000 4131 161 4131 161 180.7 Downstream 0085_0084 85 84 Concrete Pipe (non-reinforced)8 LONGFELLOW AVE 204000 3219 151 3219 151

76.9 Downstream 0569_0568 569 568 Vitrified Clay Pipe8 HERMOSA VIEW DR 79000 150051 150051 274.1 Downstream 1062_1060 1062 1060 Concrete Pipe (non-reinforced)8 CIRCLE DR 285000 4131 161 4131 16 1 111 Downstream 0123A-0122 0123A 122 Vitrified Clay Pipe8 16th ST 90000 110011 110011

49.6 Downstream 0127_0126 127 126 Vitrified Clay Pipe6 BAYVIEW DR 42000 160061 160061 153.1 Downstream 0563_0562 563 562 Vitrified Clay Pipe8 TENNYSON 143000 110011 110011 147.1 Downstream 0562_0561 562 561 Vitrified Clay Pipe8 TENNYSON 150000 110011 110011 124 Downstream 0561_0560 561 560 Vitrified Clay Pipe8 TENNYSON EASEMENT 116000 170071 170071 231.2 Downstream 0560_0559 560 559 Vitrified Clay Pipe8 TENNYSON EASEMENT 227000 170071 170071 131.7 Downstream 0565_0564 565 564 Vitrified Clay Pipe8 AMBY 124000 160061 160061 130.8 Downstream 0564_0558 564 558 Vitrified Clay Pipe
8 AMBY 136000 311A 151 311A 151
242.9 Upstream 0292_0253 292 253 Vitrified Clay Pipe8 PINE ST 356000 110011 110011 163 Upstream 0579_0578 579 578 Vitrified Clay Pipe8 PORTER LN EASEMENT 137000 311E 311 311E 311

78.3 Downstream 1131_1130 1131 1130 Concrete Pipe (non-reinforced)8 2nd St 77000 110011 110011 144.7 Downstream 1129_1128 1129 1128 Vitrified Clay Pipe8 2nd St 139000 110011 110011 190.6 Downstream 1136_1129 1136 1129 Vitrified Clay Pipe8 BAYVIEW DR 187000 130031 130031 430.6 Downstream 1137-1129 1137 1129 Concrete Pipe (non-reinforced)8 BAYVIEW 426000 160061 160061 523.4 Downstream 1125_1110 1125 1110B Vitrified Clay Pipe6 PALM DR 524000 3121 13 1 3121 131
234.7 Downstream 1145_1124 1145 1124 Vitrified Clay Pipe8 MANHATTAN AVE 211000 110011 110011

41.2 Downstream 1138_1128 1138 1128 Concrete Pipe (non-reinforced)8 MANHATTAN AVE 30000 110011 110011

80.8 Downstream 0175_0173 175 173 Vitrified Clay Pipe8 PALM DR 91000 110011 110011

14.3 Downstream 1110_1110A 1110 1110A Vitrified Clay Pipe8 4th St 30000 120021 120021 277.4 Downstream 1108_1107A 1108 1107A Vitrified Clay Pipe8 HERMOSA AVE 259000 110011 110011

34.8 Upstream 1106A_1008 1106A 1008 Vitrified Clay Pipe8 HERMOSA AVE 86000 110011 110011 226.4 Upstream 1053_1036 1053 1036 Vitrified Clay Pipe6 PALM DR 353000 4132 271 4132 271 416.1 Downstream 0662-662A 662 662A Concrete Pipe (non-reinforced) 8 6TH ST 818.3000 210022 210022
119.3 Downstream 0632-0631 632 631 Concrete Pipe (non-reinforced)8 PROSPECT AVE 112000 311142 311142 493 Downstream 0646-0645 646 645 Concrete Pipe (non-reinforced)8 10TH ST 481000 311142 311142 202.6 Upstream 0654-0653 654 653 Concrete Pipe (non-reinforced)8 EASEMENT 312000 312162 312162 139.2 Upstream 0641-0628 641 628 Concrete Pipe (non-reinforced)6 EASEMENT 110000 220042 220042 192.8 Downstream 0827-0826 827 826 Concrete Pipe (non-reinforced)8 15TH ST 178.4000 210022 210022 204.6 Upstream 0824-0823 824 823 Concrete Pipe (non-reinforced)8 PROSPECT AVE 150.3000 311142 311142 232.8 Downstream 0838-0837 838 837 Concrete Pipe (non-reinforced)8 BONNIE BRAE ST 181.900 0 411262 411262

92.7 Downstream 0841-0840 841 840 Vitrified Clay Pipe8 AUBREY PARK CT 102.4000 210022 210022 122.4 Downstream 0853-0851 853 851 Concrete Pipe (non-reinforced)8 JOY ST 114000 4135 452 4135 452 78 Downstream 0813-0812 813 812 Vitrified Clay Pipe8 AVIATION BLVD-EASEMENT 22000 210022 210022 485.6 Downstream 0846-0845 846 845 Concrete Pipe (non-reinforced)8 14TH ST 127.7000 210022 210022 202.7 Downstream 0682-0681 682 681 Vitrified Clay Pipe8 REYNOLDS LN 188000 2A00 242 2A00 242 408 Upstream 0674-0673 674 673 Concrete Pipe (non-reinforced)8 9TH ST 372000 3E2P 2322 3E2P 2322 256.9 Downstream 0665-0664 665 664 Concrete Pipe (non-reinforced)8 7TH ST 217000 321172 321172 107.1 Upstream 209A-0209 209A 209 Concrete Pipe (non-reinforced) 8 EASEMENT 133000 210022 210022
200.7 Downstream 0616-0615 616 615 Concrete Pipe (non-reinforced) 10 PACIFIC COAST HWY 201000 230062 230062 298.8 Downstream 2-1 Sta15+90.0 Sta12+95.0Vitrified Clay Pipe 10 DEL RIO PL .PM 19612 SEQUENCE 1 000 2700 142 2700 142
298.4 Downstream 2-1 Sta15+90.0 Sta12+95.0Vitrified Clay Pipe 10 DEL RIO PL .PM 19612 SEQUENCE 1 000 230062 230062
269.4 Downstream 0223-0201 223 201 Other8 ARDMORE AVE 257000 210022 210022 215.6 Downstream 232A-0232 232A 232 Concrete Pipe (non-reinforced)8 HILL ST 211000 2D00 462 2D00 462 256 Downstream 13_12 13 12 Vitrified Clay Pipe8 THE STRAND 240000 2700 142 2700 142 211.1 Downstream 11_PUMP 11 PUMP Vitrified Clay Pipe8 THE STRAND 160000 412B 402 412B 402 300.2 Downstream 1094_1094B 1094A 1094B Polyvinyl Chloride 12 12TH 302000 2B00 302 2B00 302 514.5 Downstream 132X_131 132X 131 Vitrified Clay Pipe8 LOMA DR 509000 4A34 802 4A34 802 352.4 Downstream 155_154A 155 154A Vitrified Clay Pipe8 Monterey Blvd 540000 3311 10 2 3311 102
270.3 Downstream 160A_160B 160A 160B Vitrified Clay Pipe8 LOMA DR 703000 210022 210022 159.9 Downstream 1083A_1082 1083A 1082 Vitrified Clay Pipe8 BEACH DR 82000 4134 322 4134 322

92.1 Upstream C/0_1083A C/0 1083A Polyvinyl Chloride6 BEACH DR 65000 4124 122 4124 122 281.2 Downstream 1082_1081 1082 1081 Vitrified Clay Pipe8 BEACH DR 277000 2B00 362 2B00 362 276.4 Downstream 1081_1080 1081 1080 Vitrified Clay Pipe8 BEACH DR 271000 2D00 462 2D00 462 147.7 Downstream 1092_1169 1092 1169 Vitrified Clay Pipe8 BEACH DR 130000 2B00 302 2B00 302 383.6 Upstream 1092A_1092 1092A 1092 Vitrified Clay Pipe6 14th Ct 348000 4133 312 4133 312

71.5 Upstream C/0_748 C/0 748 Concrete Pipe (non-reinforced) 6 SPRINGFIELD AVE 45000 220042 220042
114.1 Downstream 745_744 745 744 Concrete Pipe (non-reinforced)8 SPRINGFIELD AVE ALLEY 116000 411152 411152 95 Downstream 746_745 746 745 Concrete Pipe (non-reinforced)8 SPRINGFIELD AVE ALLEY 95000 411262 411262 239.1 Upstream 750_744 750 744 Vitrified Clay Pipe8 AVA AVE 137000 452B 542 452B 542 389.2 Downstream 1079A_1079 1079A 1079 Vitrified Clay Pipe6 19Th Ct 358000 2A00 262 2A00 262 276.1 Downstream 1080_1079 1080 1079 Vitrified Clay Pipe8 BEACH DR 270000 2500 102 2500 102 272.6 Downstream 691_690 691 690 Concrete Pipe (non-reinforced)8 ARDMORE AVE 260000 231172 231172 240.1 Downstream 689_688 689 688 Vitrified Clay Pipe8 ARDMORE AVE 224000 2600 12 2 2600 122
203.1 Downstream 693_693B 693 693B Concrete Pipe (non-reinforced)6 11Th Pl 369000 220042 220042 411.5 Downstream 1078A_1078 1078A 1078 Vitrified Clay Pipe6 18Th Ct 393000 382A 712 382A 712 536.3 Downstream 699_698 699 698 Concrete Pipe (non-reinforced)8 6th St 511000 210022 210022 346.6 Downstream 304_303 304 303 Concrete Pipe (non-reinforced)8 4Sth St 381000 210022 210022 165.9 Downstream 300_296A 303 296A Concrete Pipe (non-reinforced)8 4Sth St 248000 210022 210022 192 Downstream 242_241 242 241 Concrete Pipe (non-reinforced)8 3rd St 182000 311142 311142 415.2 Upstream 1076A_1076 1076A 1076 Vitrified Clay Pipe6 16th Ct 402000 210022 210022 367.8 Upstream 131_130 131 130 Vitrified Clay Pipe
8 LOMA DR 339000 4635 482 4635 482
406.5 Downstream 51_50 51 50 Vitrified Clay Pipe8 30th PL 416000 311142 311142

30.5 Upstream 45_44 45 44 Concrete Pipe (non-reinforced)8 32nd PL 276000 312162 312162 295.3 Downstream 247_246 247 246 Vitrified Clay Pipe8 3rd St 308000 321172 321172 253.3 Downstream 294_241 294 241 Concrete Pipe (non-reinforced)8 4th St EASEMENT 256000 3323 152 3323 152

43.7 Upstream 315_314 315 314 Vitrified Clay Pipe8 CYPRESS AVE 270000 210022 210022 104.1 Downstream 35_34 35 34 Concrete Pipe (non-reinforced)8 34th St 120000 2500 102 2500 102

92.1 Upstream 33_32 33 32 Concrete Pipe (non-reinforced)8 MANHATTAN AVE 960 00 311362 311362

50.1 Downstream 32_31 32 31 Concrete Pipe (non-reinforced)8 MANHATTAN AVE 54000 2700 142 2700 142 164.1 Downstream 31_30 31 30 Vitrified Clay Pipe6 35th PL 151000 4216 142 4216 142 173.7 Downstream 43_27 43 27 Vitrified Clay Pipe6 32nd PL 166000 321282 321282

83.4 Upstream C/0B_550 C/0B 550 Vitrified Clay Pipe8 MARLITA 80000 311252 311252 226.4 Downstream 550_549 550 549 Vitrified Clay Pipe8 LA CARLITA PL 245000 4132 122 4132 122 219.2 Downstream 28_27 28 27 Vitrified Clay Pipe8 PALM DR 208000 311142 311142 207 Downstream 26_25 26 25 Vitrified Clay Pipe8 PALM DR 202000 3125 132 3125 132 276.4 Downstream 552_551 552 551 Vitrified Clay Pipe8 EL OESTE 264000 3413 152 3413 152 111.4 Downstream 23_22 23 22 Vitrified Clay Pipe8 PALM DR 108000 240082 240082 331.1 Downstream 1084_1083 1084 1083 Vitrified Clay Pipe8 BEACH DR 342000 412A 262 412A 262

CCTV Pipe Data

305.9 Downstream 543_542 543 542 Vitrified Clay Pipe8 GOULD AVE 300000 4131 102 4131 102 307.9 Downstream 542_541 542 541 Vitrified Clay Pipe8 GOULD AVE 287000 411592 411592 223.1 Downstream 541_540 541 540 Vitrified Clay Pipe8 GOULD AVE 221000 411372 411372 343.2 Downstream 89_88 89 88 Concrete Pipe (non-reinforced)8 LONGFELLOA AVE 325000 4133 222 4133 222 218.9 Downstream 0533_0515 533 515 Vitrified Clay Pipe8 VALLEY PARK 221000 411152 411152 170.8 Downstream 0512A_0511 0512A 511 Vitrified Clay Pipe 10 VALLEY PARK 186000 240082 240082 153.3 Downstream 0582A_0512 0582A 512 Vitrified Clay Pipe8 VALLEY PARK 321000 220042 220042 332.3 Downstream 0010_0009 109 Vitrified Clay Pipe8 HERMOSA AVE 313000 2D00 502 2D00 502 331.1 Downstream 0009_000898 Vitrified Clay Pipe8 HERMOSA AVE 347 000 3129 212 3129 212
173.9 Upstream 0522_0522A 522 0522A Vitrified Clay Pipe8 30th ST 631000 312152 312152 178.2 Upstream 0524_0523 524 523 Concrete Pipe (non-reinforced)8 29th ST 173000 311142 311142 154.4 Downstream 0510_0509 510 509 Vitrified Clay Pipe 10 25th ST 160000 4432 622 4432 622 228.8 Downstream 0517_0516 517 516 Vitrified Clay Pipe 10 INGLESIDE DR EASEMENT 219000 4124 182 4124 182

42.7 Downstream 0006_C00056 C0005 Vitrified Clay Pipe 12 HERMOSA AVE 50000 210022 210022 391.8 Downstream 0007_000676 Vitrified Clay Pipe8 HERMOSA AVE 388000 2500 102 2500 102 164.6 Downstream 1050X_1049 1050X 1049 Vitrified Clay Pipe8 LOMA DR 154000 4133 152 4133 15 2 62.1 Downstream 0590_0507 590 507 Vitrified Clay Pipe8 24th ST 148000 4123 102 4123 102 466.5 Downstream 0594_0504 594 505 Concrete Pipe (non-reinforced)8 21st ST 462000 2600 122 2600 122 478.8 Downstream 0595_0504 595 504 Concrete Pipe (non-reinforced)8 20th ST 453000 211132 211132

86.3 Downstream 0507_0506 507 506 Vitrified Clay Pipe 15 POWER ST 84000 230062 230062 177.7 Downstream 0506_0505 506 505 Concrete Pipe (non-reinforced) 15 POWER ST 402000 4231 562 4231 562 238.6 Downstream 0505_0504 505 504 Concrete Pipe (non-reinforced) 15 POWER ST 230000 312B 332 312B 332

31.1 Downstream 0504D_0503 0504D 503 Vitrified Clay Pipe 15 POWER ST EASEMENT 360000 2500 102 2500 102 418.5 Downstream 0107_0104 107 104 Concrete Pipe (non-reinforced) 8 SILVERSTRAND AVE 412000 4136 532 4136 532
164.9 Downstream 1041_1040 1041 1040 Concrete Pipe (non-reinforced)8 SILVERSTRAND AVE 153000 321172 321172 218.3 Downstream 0113_0112 113 112 Vitrified Clay Pipe8 OZONE CT 204000 472D 742 472D 742 527.4 Downstream 0128_0127 128 127 Vitrified Clay Pipe6 BAYVIEW DR 572000 4535 602 4535 602 201.8 Downstream 0112_1152 112 1152 Vitrified Clay Pipe8 OZONE CT 193000 412A 262 412A 262 120.2 Downstream 1044_1043 1044 1043 Vitrified Clay Pipe6 LOMA DR 105000 411152 411152 182.8 Downstream 86_79 86 79 Concrete Pipe (non-reinforced)8 LONGFELLOW AVE 185000 4133 222 4133 222 188.8 Downstream 0072_0071 72 71 Concrete Pipe (non-reinforced) 10 LONGFELLOW AVE 173000 2A00 26 2 2A00 262
362.5 Upstream 0864_0863 864 863 Concrete Pipe (non-reinforced)8 PIER AVE 384000 312152 312152 143.4 Upstream 0866_0861 866 861 Concrete Pipe (non-reinforced)8 OAK ST 136000 3314 132 3314 132 230.8 Downstream 0566_0538 566 538 Vitrified Clay Pipe8 ARDMORE AVE 212000 321282 321282 128.1 Upstream 1028_1027 1028 1027 Vitrified Clay Pipe8 HERMOSA AVE 214000 311142 311142 399.9 Downstream 1024_1023 1024 1023 Vitrified Clay Pipe8 HERMOSA AVE 391000 312B 342 312B 342 421.6 Upstream 1038A_1037 1038A 1037 Vitrified Clay Pipe6 MANHATTAN AVE 298000 4132 202 4132 202 222.6 Downstream 1061_1060 1061 1060 Concrete Pipe (non-reinforced)8 MANHATTAN AVE 291000 4332 272 4332 272

32.2 Downstream 1059A_1059 1059A 1059 Vitrified Clay Pipe 8 CIRCLE DR 55000 230062 230062

46.5 Downstream 1016_1014 1016 1014 Vitrified Clay Pipe 10 HERMOSA AVE 59000 2711 152 2711 152 276.2 Downstream 1156_1019 1156 1019 Vitrified Clay Pipe8 HERMOSA AVE 275000 3224 142 3224 142 282.2 Downstream 1019_1018 1019 1018 Vitrified Clay Pipe 10 HERMOSA AVE 271000 240082 240082 415.5 Downstream 0719_07918 719 718 Concrete Pipe (non-reinforced)8 CYPRESS AVE 419000 220042 220042 199.3 Downstream 0123_0123A 123 0123A Vitrified Clay Pipe8 16th ST 155000 312152 312152 111.4 Downstream 1070B_1070 1070B 1070 Vitrified Clay Pipe8 MANHATTAN AVE 200000 210022 210022 470.6 Upstream 0121B_0121 0121B 121 Vitrified Clay Pipe6 MANHATTAN AVE 148000 4637 59 2 4637 592

37.2 Downstream 0121B_0121 0121B 121 Concrete Pipe (non-reinforced)6 MANHATTAN AVE 148000 411262 411262 207 Downstream 0600_0597 600 597 Vitrified Clay Pipe8 18th ST 203000 411262 411262 201.1 Downstream 0707_0703A 707 0703A Concrete Pipe (non-reinforced)8 BARD ST 216000 2800 162 2800 162

78.8 Downstream 0219_0206 219 206 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY 75000 210022 210022 419.9 Upstream 0220_0205 220 205 Concrete Pipe (non-reinforced)8 1st ST 405000 311362 311362 108.6 Downstream 0250_0249 250 249 Vitrified Clay Pipe8 PACIFIC COAST HWY 112000 2A00 242 2A00 242

26.2 Downstream 0248_0247 248 247 Vitrified Clay Pipe8 PACIFIC COAST HWY 48000 220042 220042 4 Upstream 0613_0612 613 612 Concrete Pipe (non-reinforced) 10 8th ST 428 000 210022 210022
202.4 Downstream 0612_0611 612 611 Concrete Pipe (non-reinforced) 10 8th ST 172000 311142 311142 210.3 Downstream 0293_0248 293 248 Vitrified Clay Pipe8 PACIFIC COAST HWY 208000 210022 210022 180.9 Upstream 0559_0558 559 558 Vitrified Clay Pipe8 AMBY EASEMENT 180000 411152 411152 409 Downstream 0758_0757 758 757 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY 416000 210022 210022 176.7 Downstream 0265_0263 265 263 Concrete Pipe (non-reinforced)8 MASSEY 170000 2600 122 2600 122 132.2 Downstream 1121_1120 1121 1120 Vitrified Clay Pipe8 4th St 124000 4331 222 4331 222

65.4 Downstream 0792_0791 792 791 Concrete Pipe (non-reinforced)8 17th St 640 00 210022 210022
160.7 Downstream 0580_0579 580 579 Vitrified Clay Pipe8 PORTER LN EASEMENT 161000 4631 402 4631 402 519.9 Upstream 1135_1131 1135 1131 Vitrified Clay Pipe8 MONTEREY BLVD 498000 4131 142 4131 142 114 Upstream 1132_1131 1132 1131 Concrete Pipe (non-reinforced)8 2nd St 113000 211132 211132 222.1 Downstream 0609_0609A 609 0609A Vitrified Clay Pipe 15 VALLEY DR 200000 2B00 302 2B00 302 303 Downstream 1132D_1132E 1132D 1132E Vitrified Clay Pipe8 VALLEY DR 350000 240082 240082 132 Downstream 1132C_1132D 1132C 1132D Vitrified Clay Pipe8 2nd St 90000 230062 230062 308.4 Downstream 1139_1138 1139 1138 Concrete Pipe (non-reinforced)8 MANHATTAN AVE 294000 3226 202 3226 202 266.2 Downstream 1110A_1110 1110A 1110 Vitrified Clay Pipe8 PALM DR 538000 3124 112 3124 112 284.4 Downstream 1111_1110A 1111 1110A Vitrified Clay Pipe8 PALM DR 538000 2500 102 2500 102 410.8 Downstream 0126A_0122 0126A 122 Vitrified Clay Pipe6 BAYVIEW DR 430000 4238 642 4238 642 187.6 Downstream 1115B_1115 1115B 1115 Vitrified Clay Pipe6 MANHATTAN AVE000 4233 262 4233 262 166.2 Downstream 0054_0023 54 23 Vitrified Clay Pipe6 28th Ct 177000 412172 412172

77.1 Downstream 0021_C0020 21 C0020 Concrete Pipe (non-reinforced)8 HERMOSA AVE 86000 2700 142 2700 142 514.7 Downstream 1108A_1108 1108A 1108 Vitrified Clay Pipe8 HERMOSA AVE 300000 2O00 1342 2O00 1342 528.8 Downstream 1008B_1007 1008B 1007 Vitrified Clay Pipe 24 HERMOSA AVE 325 000 2900 182 2900 182
159.5 Downstream 1093_1091 1093 1091 Vitrified Clay Pipe8 BEACH DR 153000 332B 392 332B 392

55.1 Upstream 0650-0649 650 649 Concrete Pipe (non-reinforced)8 9TH ST 360000 310033 310033 375 Downstream 0831-0826 831 826 Concrete Pipe (non-reinforced)8 GOLDEN AVE 365000 4137 283 4137 283 306.9 Downstream 0825-0825A 825 0825A Concrete Pipe (non-reinforced)8 PROSPECT AVE 473.3000 3A00 363 3A00 363 102.8 Downstream 0823-0822 823 822 Concrete Pipe (non-reinforced)8 PROSPECT AVE 238.4000 3600 183 3600 183

77.9 Downstream 0822A-0818A 0822A 0818A Concrete Pipe (non-reinforced)8 CORONA ST 273000 4133 133 4133 133 280.1 Upstream 0787-0786 787 786 Concrete Pipe (non-reinforced)8 HILLCREST DR 240000 330093 33009 3 71.9 Upstream 0765-764A 765 764A Concrete Pipe (non-reinforced)8 21ST ST 154000 3400 123 3400 123

72.7 Downstream 764A-0764 764A 764 Concrete Pipe (non-reinforced)8 21ST ST 154000 322183 322183 107 Upstream 324D-324C 324D 324C Vitrified Clay Pipe8 HARPER AVE 211000 3B11 553 3B11 553 181.2 Downstream 324B-324A 324B 324A Vitrified Clay Pipe8 HARPER AVE 96000 320063 320063 219.5 Downstream 0272-0255 272 255 Concrete Pipe (non-reinforced)8 HOPKINS ST 231000 310033 310033 194.9 Downstream 0276-0275 276 275 Concrete Pipe (non-reinforced)8 OCEAN VIEW AVE 168000 413193 413193 222.2 Downstream 0671-0670 671 670 Concrete Pipe (non-reinforced)8 PROSPECT AVE 230000 310033 310033 453 Downstream 662A-0661 662A 661 Concrete Pipe (non-reinforced)8 6TH ST 400 000 413183 413183

60.5 Downstream 0618-0617 618 617 Concrete Pipe (non-reinforced) 10 PACIFIC COAST HWY 200000 310033 310033 113.7 Downstream 0617-0616 617 616 Concrete Pipe (non-reinforced) 10 PACIFIC COAST HWY 115000 310033 310033 234.3 Upstream 0204-204A 204 204A Concrete Pipe (non-reinforced)8 1ST ST 300000 3C00 603 3C00 603 273.5 Downstream 1142-1140 1142 1140 Vitrified Clay Pipe8 BEACH DR 254000 413F 1103 413F 1103 165.1 Downstream 1140-1004 1140 1005 Vitrified Clay Pipe8 2ND ST 128000 322183 322183 106.5 Upstream 1103X-1102 1103X 1102 Vitrified Clay Pipe8 BEACH DR 107000 3B00 513 3B00 513 276.6 Downstream 1099-1098 1099 1098 Cast Iron8 BEACH DR 271000 433B 603 433B 60 3 276.2 Downstream 1098-1097 1098 1097 Cast Iron8 BEACH DR 271000 3G00 1143 3G00 1143 526.8 Downstream 1086_1085 1086 1085 Vitrified Clay Pipe8 THE STRAND 538000 443A 783 443A 783

89.7 Downstream 1094B_1094C 1094B 1012 Polyvinyl Chloride 12 12TH 302000 3800 243 3800 243 278.3 Downstream 1096_1095 1096 1095 Vitrified Clay Pipe8 BEACH DR 270000 4C2E 1423 4C2E 1423 342.5 Downstream 156_155 156 155 Vitrified Clay Pipe8 Monterey Blvd 416000 413183 413183 107.2 Downstream 1083_1083A 1083 1083A Vitrified Clay Pipe8 BEACH DR 82000 4238 333 4238 333 268.7 Downstream 698_697 698 697 Vitrified Clay Pipe8 ARDMORE AVE 253000 322183 322183 156.6 Downstream 297_296 297 296 Vitrified Clay Pipe
8 ARDMORE AVE 132000 4B2D 1103 4B2D 1103

35.4 Downstream 244_243 244 243 Concrete Pipe (non-reinforced)8 3rd St 48000 320063 320063 278.3 Downstream 1079_1078 1079 1078 Vitrified Clay Pipe8 BEACH DR 270000 3D00 693 3D00 693 274.2 Downstream 1076_1075 1076 1075 Vitrified Clay Pipe8 BEACH DR 270000 4A35 1413 4A35 1413 392.8 Downstream 724_723 724 723 Vitrified Clay Pipe8 ARDMORE AVE 364000 3900 273 3900 273 271.9 Upstream 37_36A 37 36A Concrete Pipe (non-reinforced)8 34th St 252000 4334 263 4334 263 166.9 Downstream 39_29 39 29 Vitrified Clay Pipe6 34th PL 165000 330093 330093 441 Downstream 53_52 53 52 Vitrified Clay Pipe8 29th Ct 441000 3100 33 310033
198.6 Downstream 1160_1090 1160 1090 Vitrified Clay Pipe 10 13th CT 174000 3800 243 3800 243

52.5 Downstream 1090_1014 1090 1014 Vitrified Clay Pipe 10 13th CT 48000 3500 153 3500 153 128.2 Downstream 1169_1091 1169 1091 Vitrified Clay Pipe8 BEACH DR 130000 453B 683 453B 683 275.5 Downstream 1078_1077 1078 1077 Vitrified Clay Pipe8 BEACH DR 270000 3B00 543 3B00 543 273.3 Downstream 1077_1076 1077 1076 Vitrified Clay Pipe8 BEACH DR 270000 3F00 933 3F00 933 140.1 Downstream 90_88 90 88 Vitrified Clay Pipe8 MORNINGSIDE DR 127000 4525 303 4525 303 484.3 Downstream 0088_0070 88 70 Vitrified Clay Pipe8 LONGFELLOW AVE 490000 4433 283 4433 283 5 Downstream 0063_0062 63 62 Concrete Pipe (non-reinforced) 8 FRANCISCO AVE ALLEY 77000 310033 310033
139.7 Downstream 0582_0582A 582 0582A Vitrified Clay Pipe8 VALLEY PARK 321000 412163 412163 335.7 Downstream 1123_1121 1123 1121 Vitrified Clay Pipe8 BAYVIEW 311000 320063 320063 240.7 Upstream 0521_0521A 521 0521A Vitrified Clay Pipe8 31st ST 726000 4632 353 4632 353 484.7 Downstream 0521A-0520 0521A 520 Vitrified Clay Pipe8 31st ST 726000 4533 343 4533 343 483.7 Downstream 0522A-0519 0522A 519 Concrete Pipe (non-reinforced)8 30th ST 631000 4434 303 4434 303 194.1 Downstream 0520_0519 520 519 Vitrified Clay Pipe 10 INGLESIDE DR 189000 320063 320063 147.8 Upstream 0529_0528 529 528 Concrete Pipe (non-reinforced)8 29th CT 20700 0 4139 343 4139 343
107.5 Downstream 0531_0530 531 530 Concrete Pipe (non-reinforced)8 28th CT 82000 310033 310033 156.3 Downstream 0530_0525 530 525 Concrete Pipe (non-reinforced)8 28th CT EASEMENT 305000 413183 413183 296.2 Downstream 0508_0507 508 507 Vitrified Clay Pipe 10 24th PL EASEMENT 301000 4A3E 1353 4A3E 1353 228.8 Upstream 0506_0505 506 505 Concrete Pipe (non-reinforced) 15 POWER ST 402000 4132 103 4132 103 480.5 Upstream 0801A-0751 0801A 751 Vitrified Clay Pipe8 16th ST EASEMENT 471000 310033 310033

36.3 Downstream 1017_1072 1017 1072 Vitrified Clay Pipe 10 HERMOSA AVE 50000 3700 213 3700 213 280.9 Downstream 1045_1044 1045 1044 Vitrified Clay Pipe6 LOMA DR 260000 4136 233 4136 233 156.6 Downstream 0860X_0860A 860 0860A Vitrified Clay Pipe 8 OAK ST EASEMENT 378000 413A 583 413A 583
160.5 Downstream 0859A_0603 0859A 603 Vitrified Clay Pipe8 OAK ST EASEMENT 278000 3500 153 3500 153 311.6 Downstream 0865_0864A 865 0864A Vitrified Clay Pipe8 MONTEREY AVE 487000 320063 320063 202.2 Downstream 1034_1033 1034 1033 Vitrified Clay Pipe8 HERMOSA AVE 203000 310033 310033 445.2 Downstream 0083_0082 83 82 Concrete Pipe (non-reinforced)8 LONGFELLOW AVE EASEMENT 440000 4337 353 4337 353 210.3 Downstream 0082_0082A 82 0082A Concrete Pipe (non-reinforced)8 LONGFELLOW AVE EASEMENT 492000 413183 413183 94 Downstream 1028_1027 1028 1027 Vitrified Clay Pipe8 HERMOSA AVE 214000 310033 310033 213.8 Downstream 1027_1026 1027 1026 Vitrified Clay Pipe8 HERMOSA AVE 181 000 3A00 333 3A00 333
278 Downstream 1018_1017 1018 1017 Vitrified Clay Pipe 10 HERMOSA AVE 334000 463A 663 463A 663 354.5 Downstream 1154_1020 1154 1020 Vitrified Clay Pipe8 HERMOSA AVE 340000 320063 320063 390.9 Upstream 1068B_1068A 1068B 1068A Vitrified Clay Pipe8 PALM DR 350000 4231 183 4231 183

31.5 Downstream 1068B_1068A 1068B 1068A Vitrified Clay Pipe8 PALM DR 350000 4134 163 4134 163

56.1 Downstream 0249_0248 249 248 Vitrified Clay Pipe8 PACIFIC COAST HWY 31000 3600 183 3600 183

20.6 Downstream 0659_0614 659 614 Vitrified Clay Pipe8 PACIFIC COAST HWY 18000 310033 310033 395.3 Downstream 0613_0612 613 612 Concrete Pipe (non-reinforced) 10 8th ST 428000 4435 343 4435 34 3 258.8 Downstream 0152_0152A 152 0152A Vitrified Clay Pipe8 MONTEREY BLVD 250000 3600 183 3600 183 286.8 Upstream 0743_0742 743 742 Vitrified Clay Pipe8 PACIFIC COAST HWY 352000 310033 310033 520.7 Downstream 0740_0739 740 739 Concrete Pipe (non-reinforced)8 21st St 500000 322183 322183 479.8 Upstream 0143X_0142 0143X 142 Vitrified Clay Pipe6 BAYVIEW DR 440000 310033 310033 508.2 Downstream 1122_1121 1122 1121 Polyvinyl Chloride8 BAYVIEW DR 510000 4133 233 4133 233 331.2 Downstream 0807_0806 807 806 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY 296000 320063 320063

29.7 Downstream 0577_0576 577 576 Vitrified Clay Pipe8 PORTER LN EASEMENT 229000 310033 310033 207.4 Upstream 1134_1133 1134 1133 Concrete Pipe (non-reinforced)8 CULPER CT 231 000 320063 320063

47.1 Downstream 1134_1133 1134 1133 Vitrified Clay Pipe8 CULPER CT 231000 310033 310033 485.6 Downstream 0608_0607 608 607 Vitrified Clay Pipe 15 VALLEY DR 468000 310033 310033 522.6 Downstream 0606_0605 606 605 Vitrified Clay Pipe 15 VALLEY DR 399000 3700 213 3700 213 121.4 Downstream 0603_0602 603 602 Polyethylene 12 VALLEY PARK AVE EASEMENT 128000 3500 153 3500 153 259.4 Downstream 0503_0502 503 502 Polyethylene 12 POWER ST EASEMENT 170000 3A00 423 3A00 423 372.3 Downstream 0502_0501 502 501 Vitrified Clay Pipe 18 MONTEREY AVE EASEMENT 378000 3F00 933 3F00 933 122 Upstream 1132A_1132C 1132A 1132C Vitrified Clay Pipe8 2nd St 120000 310033 3100 33 394.1 Downstream 1072_1014 1072 1014 Vitrified Clay Pipe 18 HERMOSA AVE 385000 3E+11 913 3E+11 913 127.2 Downstream 1110A-1108 1110B 1108 Vitrified Clay Pipe8 4th St 179000 330093 330093 151 Upstream 0121A_0121 0121A 121 Vitrified Clay Pipe6 MANHATTAN AVE 148000 310033 310033 346.6 Downstream 1005_1004 1005 1004 Vitrified Clay Pipe 24 HERMOSA AVE 304000 4A3D 1133 4A3D 1133 184 Downstream 1003_1002 1003 1002 Vitrified Clay Pipe 24 HERMOSA AVE 262000 3C00 603 3C00 603 199.7 Upstream 0822A-818A 0822A 0818A Polyethylene8 CORONA ST 255000 410044 410044 285.5 Downstream 0818A-0818 0818A 818 Polyethylene8 CORONA ST 286000 420084 420084 244.8 Downstream 0844A-0808 0844A 808 Concrete Pipe (non-reinforced) 8 13TH ST 245000 410044 410044
116.4 Downstream 0812-0811 812 811 Concrete Pipe (non-reinforced)8 PACIFIC COAST HWY-EASEMENT 136000 413174 413174 121.3 Downstream 0774-0761 774 761 Concrete Pipe (non-reinforced)8 ALLEY 117000 410044 410044

65.3 Downstream 0669-0668 669 668 Concrete Pipe (non-reinforced)8 7TH ST 53000 410044 410044 5 Upstream 0236-232A 236 232A Other8 HILL ST 38000 410044 410044 36 Downstream 0231-CO230 231 CO230 Vitrified Clay Pipe8 2ND ST000 410044 410044

74.5 Upstream 1093B_1093A 1093B 1093A Vitrified Clay Pipe6 THE STRAND 79000 410044 410044

61.3 Downstream 1093B_1093A 1093B 1093A Polyvinyl Chloride6 THE STRAND 79000 41004 4 410044
208.3 Downstream 747_745 747 745 Concrete Pipe (non-reinforced)8 SPRINGFIELD AVE 183000 410044 410044

21.1 Downstream 688B_688 688B 688 Vitrified Clay Pipe8 8Th Pl 35000 410044 410044 244.2 Downstream 732_731 732 731 Vitrified Clay Pipe8 PORTER LN 219000 4231 114 4231 114 392.6 Downstream 725_724 725 724 Vitrified Clay Pipe8 ARDMORE AVE 397000 410044 410044

37.3 Upstream 40_39 40 39 Vitrified Clay Pipe6 34th PL 281000 410044 410044 380.4 Downstream 55_54 55 54 Vitrified Clay Pipe8 28th Ct 406000 514194 514194

CCTV Pipe Data

179 Downstream 1091_1160 1091 1160 Vitrified Clay Pipe 10 13th CT 174 0 0 0 4200 8 4 4200 8 4 288.2 Downstream 91_90 91 90 Vitrified Clay Pipe 8 33rd PL 272 0 0 0 4131 7 4 4131 7 4

62.8 Upstream 0571_0514 571 514 Concrete Pipe (non-reinforced) 8 VALLEY PARK 313 0 0 0 5121 7 4 5121 7 4 26 Downstream 0526A_0526 0526A 526 Vitrified Clay Pipe 8 29th CT 20 0 0 0 4100 4 4 4100 4 4 266.1 Upstream 0532_0531 532 531 Vitrified Clay Pipe 8 28th CT 242 0 0 0 4131 7 4 4131 7 4 408.1 Downstream 0587_0508 587 508 Concrete Pipe (non-reinforced) 8 24th PL 354 0 0 0 4432 22 4 4432 22 4

30.7 Downstream 0504A_0504B 0504A 0504B Vitrified Clay Pipe 15 POWER ST EASEMENT 360 0 0 0 4100 4 4 4100 4 4

48.4 Upstream 0504A-0504B 0504A 0504B Vitrified Clay Pipe 15 POWER ST EASEMENT 360 0 0 0 4100 4 4 4100 4 4 258.2 Upstream 0110_0109 110 109 Concrete Pipe (non-reinforced) 8 MYRTLE AVE EASEMENT 260 0 0 0 4400 16 4 4400 16 4 122.2 Upstream 0597_0596 597 596 Vitrified Clay Pipe 8 VALLEY PARK AVE 121 0 0 0 4131 7 4 4131 7 4 277.7 Downstream 0751_0722 751 722 Concrete Pipe (non-reinforced) 8 16th ST 290 0 0 0 4100 4 4 4100 4 4

99.3 Downstream 0105_0104 105 104 Concrete Pipe (non-reinforced) 8 25th St 270 0 0 0 4231 11 4 4231 11 4 214.4 Upstream 0105_0104 105 104 Concrete Pipe (non-reinforced) 8 25th St 270 0 0 0 4332 18 4 4332 18 4 150.3 Downstream 1153_1152 1153 1152 Vitrified Clay Pipe 8 25th St 109 0 0 0 4100 4 4 4100 4 4 125.4 Downstream 1039_1038 1039 1038 Concrete Pipe (non-reinforced) 8 24th ST 138 0 0 0 4100 4 4 4100 4 4 181.4 Downstream 0081_0081A 81 0081A Concrete Pipe (non-reinforced) 8 LONGFELLOW AVE EASEMENT 394 0 0 0 4331 15 4 4331 15 4 163.6 Downstream 0570_0569 570 569 Vitrified Clay Pipe 8 HERMOSA VIEW DR 161 0 0 0 4100 4 4 4100 4 4 116.8 Upstream 0569A_0569 C/O 569 Vitrified Clay Pipe 8 HERMOSA VIEW DR EASEMENT 132 0 0 0 5144 30 4 5144 30 4 306.6 Downstream 1155_1156 1155 1156 Vitrified Clay Pipe 8 HERMOSA AVE 275 0 0 0 4100 4 4 4100 4 4

61.2 Downstream 1056_1055 1056 1055 Concrete Pipe (non-reinforced) 8 21st St 48 0 0 0 4100 4 4 4100 4 4

4.6 Downstream 0703A_0703 0703A 703 Vitrified Clay Pipe 6 BARD ST 216 0 0 0 4100 4 4 4100 4 4 174.9 Downstream 1068A_1068 1068A 1068 Vitrified Clay Pipe 8 PALM DR 128 0 0 0 4432 22 4 4432 22 4 240 Downstream 0289_0288 289 288 Vitrified Clay Pipe 8 PACIFIC COAST HWY 248 0 0 0 4100 4 4 4100 4 4

11.1 Downstream 0151_C0150 151 C0150 Vitrified Clay Pipe 8 MONTEREY BLVD 15 0 0 0 4100 4 4 4100 4 4 334.2 Downstream 0806_0805 806 805 Concrete Pipe (non-reinforced) 8 PIER AVE 339 0 0 0 4131 7 4 4131 7 4 127.7 Downstream 0805_0606 805 606 Vitrified Clay Pipe 8 PIER AVE 170 0 0 0 4100 4 4 4100 4 4 121.8 Upstream 0581_0580 581 580 Vitrified Clay Pipe 8 PORTER LN EASEMENT 139 0 0 0 4400 16 4 4400 16 4 210.6 Upstream 0578_0577 578 577 Vitrified Clay Pipe 8 PORTER LN EASEMENT 139 0 0 0 4331 15 4 4331 15 4

61.2 Downstream 0575_0613 575 513 Concrete Pipe (non-reinforced) 8 VALLEY PARK EASEMENT 274 0 0 0 4100 4 4 4100 4 4 284.8 Downstream 0575_0513 575 513 Concrete Pipe (non-reinforced) 8 VALLEY PARK EASEMENT 274 0 0 0 4100 4 4 4100 4 4 330.9 Downstream 0176_0172 176 172 Concrete Pipe (non-reinforced) 8 HERONDO ST 306 0 0 0 4231 11 4 4231 11 4 5 Upstream 0703_0609 703 609 Vitrified Clay Pipe 6 VALLEY DR EASEMENT 171 0 0 0 4100 4 4 4100 4 4 23 Downstream 1127_1004 1127 1004 Vitrified Clay Pipe 8 2nd St 54 0 0 0 4100 4 4 4100 4 4 318.1 Downstream 0605_0604 605 604 Vitrified Clay Pipe 15 VALLEY DR 328 0 0 0 4N00 260 4 4N00 260 4 163.7 Downstream 0602_0502 602 502 Polyethylene 12 VALLEY PARK AVE EASEMENT 160 0 0 0 4D00 100 4 4D00 100 4 83 Upstream 1126_1125 1126 1125 Vitrified Clay Pipe 6 PALM DR 437 0 0 0 4100 4 4 4100 4 4 232.3 Downstream 1124_1120 1124 1120 Vitrified Clay Pipe 8 MANHATTAN AVE 235 0 0 0 4100 4 4 4100 4 4 3 Upstream 1066_1020 1066 1020 Vitrified Clay Pipe 6 19th St 303 0 0 0 4100 4 4 4100 4 4 432.1 Upstream 1063_1063B 1063 1063B Concrete Pipe (non-reinforced) 8 PALM DR 200 0 0 0 4131 7 4 4131 7 4

12.4 Upstream 0055_0054 55 54 Concrete Pipe (non-reinforced) 8 28th Ct 0 0 0 4100 4 4 4100 4 4

15.7 Upstream 0055_0054 55 54 Concrete Pipe (non-reinforced) 8 28th Ct 0 0 0 4100 4 4 4100 4 4 212.5 Upstream 0055_0054 55 54 Concrete Pipe (non-reinforced) 8 28th Ct 0 0 0 4100 4 4 4100 4 4

15.2 Downstream 1108_1007 1108 1007 Vitrified Clay Pipe 8 HERMOSA AVE 45 0 0 0 4100 4 4 4100 4 4 3 Downstream 1053_1036 1053 1036 Vitrified Clay Pipe 6 PALM DR 353 0 0 0 4100 4 4 4100 4 4 23 Downstream 1132H_TRNK 1132H TRNK Vitrified Clay Pipe 10 HERONDO ST 79 0 0 0 4100 4 4 4100 4 4

45.3 Upstream 204A-0203 204A 203 Concrete Pipe (non-reinforced) 8 1ST ST 45 0 0 0 5100 5 5 5100 5 5 127.9 Downstream 0234-0233 234 233 Vitrified Clay Pipe 8 2ND ST 139 0 0 0 5100 5 5 5100 5 5 195 Upstream 1096A-1096 1096A 1096 Vitrified Clay Pipe 6 10Th Ct 291 0 0 0 5100 5 5 5100 5 5

53.2 Downstream 0503_1166 503 1166 Vitrified Clay Pipe 15 POWER ST EASEMENT 170 0 0 0 5100 5 5 5100 5 5 131.5 Upstream 0760_0759 Cap 759 Concrete Pipe (non-reinforced) 8 PACIFIC COAST HWY 156 0 0 0 5100 5 5 5100 5 5 221606.97

CITY OF HERMOSA BEACH David Evans and Associates, Inc.

Sewer Master Plan
Appendix B: Flow Monitoring Data

2017.01-02 Site 1 The Strand MH
David Evans ~3417 The Strand
Manhole on boardwalk west of address X
Install Date: 1/19/2017
Access: System Type:

Sanitary Storm
Map
Technology
Avg Velocity Avg Measured Level Multiplier

0.66 fps 2.25" 1
Gas
O2 H2S CO LEL

20.9 0 0 0
Notes
Deposition of normal system solids noted within
entire length of trough.

Traffic Safety
No traffic near MH during installation or removal.

Land Use
Residential Commercial Industrial Trunk
X
North
Manhole Depth
8"
84"
Round
8"/8"
Good
Brick
0 *

0.4 2-D

14.44"

6.44"
Upstream
Flow Heading
Sensor Direction
Sensor Dist. to Crown
Sensor Offset
Velocity Profile Data
Velocity Profile Taken
Silt
Manhole Material
Pipe Condition
Pipe Shape
Inner Pipe Size (In/Out)
Monitored Pipe Size
Site Report
Confidential Proprietary Information
02-15-2017
Manhole No. 0011
Flow Meter
Meter Depth: 70"
Map Coordinates: 33.876575, -118.408178
Slow open channel hydraulics
Sewer Plan

David Evans
2017.01-02 Site 1 The Strand MH ~3417 The Strand
Meter Site Document
Installed
Site
Installation Process
Manhole Hydraulics
MH 0011

Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain 1/20/17 31.34 7.64 0.05 0.23 0.01 1.02 5.52 0.25 1.98 2.87 45,125 1.29 1/21/17 46.51 6.81 0.07 0.24 0.01 1.61 5.19 0.22 1.99 2.61 66,977 1/22/17 30.74 4.65 0.04 0.30 0.01 0.69 2.63 0.25 2.20 5.19 44,260 3.72 Week: 36.19 4.65 0.05 0.30 0.01 1.10 5.52 0.22 2.06 5.19 156,362 5.01 1/23/17 39.03 4.72 0.06 0.31 0.01 1.36 6.78 0.25 1.88 2.32 56,200 0.13 1/24/17 40.72 2.43 0.06 0.38 0.00 1.27 6.11 0.10 1.86 2.57 58,630 1/25/17 19.22 1.87 0.03 0.15 0.00 0.86 5.06 0.10 1.79 2.43 27,672 1/26/17 18.83 1.74 0.03 0.24 0.00 0.68 4.74 0.10 1.73 2.39 27,119 1/27/17 76.28 1.81 0.11 0.35 0.00 2.51 7.36 0.10 1.90 2.26 109,850 1/28/17 46.50 1.74 0.07 0.30 0.00 1.45 6.20 0.10 1.80 2.34 66,962 1/29/17 67.40 1.87 0.10 0.40 0.00 2.14 9.24 0.10 1.95 2.43 97,057 Week: 44.00 1.74 0.06 0.40 0.00 1.47 9.24 0.10 1.84 2.57 443,489 0.13 1/30/17 48.29 1.87 0.07 0.33 0.00 1.83 6.63 0.10 1.87 2.64 69,5451/31/17 64.71 1.87 0.09 0.33 0.00 2.47 7.98 0.10 1.76 2.19 93,181 2/1/17 30.48 1.94 0.04 0.25 0.00 1.01 4.99 0.10 1.88 2.46 43,896 2/2/17 21.76 1.87 0.03 0.27 0.00 0.74 5.89 0.10 1.78 2.07 31,3352/3/17 49.67 2.85 0.07 0.29 0.00 1.80 6.99 0.10 1.96 2.34 71,520 0.39 173.61 1.47
189.10 1.43203.33 1.58275.55 1.33228.61 1.41227.01 1.40242.92 1.37204.86 1.33275.55 1.41265.21 1.58104.10 1.40166.53 1.36211.60 1.41211.60 1.40215.42 1.43 Max Min
162.08 1.65
169.79 1.40
Report Date: 02/20/2017
Customer: David Evans Group: Hermosa Beach SiteID: 2634 Utility Systems Science and Software Flow (GPM) Flow (MGD) Velocity (FPS) Level (inches)
Statistics for 2017.01-02 Site 1 The Strand MH: 01/20/2017 thru 02/16/2017

Date Avg Max Min Avg Max Min Avg Max Min Avg Max Min Total Gal Rain Flow (GPM) Flow (MGD) Velocity (FPS) Level (inches)
2/4/17 56.31 1.87 0.08 0.25 0.00 2.09 5.98 0.10 1.76 2.14 81,0882/5/17 28.81 1.87 0.04 0.41 0.00 1.09 7.90 0.10 1.80 2.50 41,488 Week: 42.86 1.87 0.06 0.41 0.00 1.58 7.98 0.10 1.83 2.64 432,053 0.39 2/6/17 69.10 1.94 0.10 0.33 0.00 2.35 6.82 0.10 1.94 2.40 99,504 1.43 2/7/17 37.40 5.28 0.05 0.24 0.01 1.40 5.17 0.25 1.84 2.36 53,858 0.64 2/8/17 52.17 4.86 0.08 0.36 0.01 1.92 6.36 0.25 1.80 2.50 75,123 0.07 2/9/17 36.11 4.51 0.05 0.31 0.01 1.45 7.60 0.19 1.83 2.40 52,005 2/10/17 49.77 3.47 0.07 0.25 0.01 2.04 6.22 0.12 1.80 2.21 71,670 0.33 2/11/17 53.95 3.96 0.08 0.30 0.01 1.93 6.01 0.16 1.88 2.44 77,681 0.01 2/12/17 28.06 4.86 0.04 0.21 0.01 1.05 5.25 0.21 1.87 2.32 40,412 Week: 46.65 1.94 0.07 0.36 0.00 1.74 7.60 0.10 1.85 2.50 470,253 2.48 2/13/17 25.27 4.65 0.04 0.24 0.01 0.89 5.05 0.25 1.81 2.18 36,3872/14/17 33.08 4.65 0.05 0.27 0.01 1.08 5.32 0.25 1.91 2.23 47,6352/15/17 55.00 4.72 0.08 0.28 0.01 1.84 5.51 0.18 1.96 2.30 79,2052/16/17 32.26 3.40 0.05 0.24 0.00 1.16 5.29 0.16 1.80 2.25 46,455 Week: 36.40 3.40 0.05 0.28 0.00 1.24 5.51 0.16 1.87 2.30 209,683 Totals: 41.22 1.74 0.06 0.41 0.00 1.43 9.24 0.10 1.89 5.19 1,711,839 8.01 191.94 1.40287.50 1.33188.75 1.41191.94 1.68168.19 1.40145.28 1.46246.46 1.43168.06 1.41218.40 1.46175.07 1.46205.83 1.43227.01 1.46165.97 1.54246.46 1.46173.75 1.43287.50 1.41287.50 1.40

Level (in) Flow (gpm)

2.25 25.69

1.80 14.79

2.11 13.68

1.87 10.21

1.96 12.29

1.87 10.76

1.87 10.21

1.87 10.21

1.96 11.39

2.21 24.65

2.21 24.65

2.21 24.65

1.91 20.49

1.91 20.49

1.91 19.10

1.91 20.97

1.91 20.97

1.97 19.37

1.97 19.37

1.97 19.37

1.86 16.67

1.86 16.67

1.79 15.28

1.79 15.28

1.86 16.67

1.86 16.67

1.86 16.67

1.86 16.67

1.84 21.25

1.84 21.25

1.84 21.25

1.93 18.26

1.93 14.65

1.93 13.12

1.57 10.90

1.57 10.90

1.57 10.90

1.68 17.78

1.68 17.85
Report Date: 02/20/2017
Customer: US3
Group: Hermosa Beach
SiteID: 2634
Utility Systems Science and Software
TimeStamp Velocity (fps)
Data for 2017.01-02 Site 1 The Strand MH:
1/19/2017 thru 2/17/2017
2017/01/19 13:59 0.37
2017/01/19 14:14 0.37
2017/01/19 14:29 0.38
2017/01/19 13:14 0.37
2017/01/19 13:29 0.42
2017/01/19 13:44 0.38
2017/01/19 12:29 0.71
2017/01/19 12:44 0.56
2017/01/19 12:59 0.42
2017/01/19 16:14 0.73
2017/01/19 16:29 0.73
2017/01/19 16:44 0.65
2017/01/19 15:29 0.71
2017/01/19 15:44 0.71
2017/01/19 15:59 0.66
2017/01/19 14:44 0.70
2017/01/19 14:59 0.70
2017/01/19 15:14 0.70
2017/01/19 18:29 0.60
2017/01/19 18:44 0.60
2017/01/19 18:59 0.60
2017/01/19 17:44 0.60
2017/01/19 17:59 0.58
2017/01/19 18:14 0.58
2017/01/19 16:59 0.65
2017/01/19 17:14 0.65
2017/01/19 17:29 0.60
2017/01/19 20:44 0.45
2017/01/19 20:59 0.51
2017/01/19 21:14 0.51
2017/01/19 19:59 0.78
2017/01/19 20:14 0.63
2017/01/19 20:29 0.50
2017/01/19 19:14 0.60
2017/01/19 19:29 0.78
2017/01/19 19:44 0.78
2017/01/19 21:29 0.51
2017/01/19 21:44 0.74
2017/01/19 21:59 0.75

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.23 36.25

2.25 36.74

2.25 36.74

2.23 36.25

2.14 32.50

2.14 32.50

2.05 29.58

2.05 21.87

2.07 14.17

2.07 14.17

2.00 7.64

2.07 8.06

2.07 8.06

2.09 8.12

2.09 8.12

2.12 8.33

2.12 8.33

2.12 8.33

2.03 11.25

2.01 15.76

1.65 15.49

1.65 16.39

1.65 16.39

1.72 19.93

1.72 17.36

1.96 21.81

1.98 22.29

2.03 22.92

2.05 22.71

2.05 22.43

2.03 22.01

2.00 21.81

1.79 19.93

1.79 21.39

1.79 22.22

1.93 24.86

2.05 27.15

2.05 30.42

1.98 36.11

1.98 155.28

1.98 155.28

1.93 149.17

1.93 160.42

1.91 27.78

1.91 26.94
2017/01/19 22:59 1.01
2017/01/19 23:14 0.97
2017/01/19 23:29 0.97
2017/01/19 22:14 1.01
2017/01/19 22:29 1.02
2017/01/19 22:44 1.02
2017/01/20 01:14 0.25
2017/01/20 01:29 0.25
2017/01/20 01:44 0.25
2017/01/20 00:29 0.44
2017/01/20 00:44 0.25
2017/01/20 00:59 0.25
2017/01/19 23:44 0.93
2017/01/19 23:59 0.69
2017/01/20 00:14 0.44
2017/01/20 03:29 0.70
2017/01/20 03:44 0.70
2017/01/20 03:59 0.81
2017/01/20 02:44 0.36
2017/01/20 02:59 0.51
2017/01/20 03:14 0.66
2017/01/20 01:59 0.25
2017/01/20 02:14 0.25
2017/01/20 02:29 0.25
2017/01/20 05:44 0.71
2017/01/20 05:59 0.71
2017/01/20 06:14 0.76
2017/01/20 04:59 0.74
2017/01/20 05:14 0.71
2017/01/20 05:29 0.71
2017/01/20 04:14 0.70
2017/01/20 04:29 0.74
2017/01/20 04:44 0.74
2017/01/20 07:59 5.13
2017/01/20 08:14 5.13
2017/01/20 08:29 5.13
2017/01/20 07:14 0.85
2017/01/20 07:29 0.96
2017/01/20 07:44 1.19
2017/01/20 06:29 0.82
2017/01/20 06:44 0.85
2017/01/20 06:59 0.85
2017/01/20 08:44 5.52
2017/01/20 08:59 0.97
2017/01/20 09:14 0.94

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.91 21.74

2.05 26.60

2.08 27.08

2.16 30.56

2.18 29.44

2.18 30.83

2.18 30.83

2.18 30.97

2.50 37.50

2.87 49.31

2.87 50.69

2.87 50.69

2.78 52.15

2.73 51.94

2.50 162.08

2.01 119.79

1.89 109.44

1.87 107.57

1.86 19.65

1.76 18.19

1.73 17.78

1.73 18.40

1.76 18.82

1.76 18.82

1.82 16.32

1.82 16.32

1.82 14.86

1.79 14.51

1.79 16.18

1.79 16.18

1.97 18.54

1.97 18.54

1.97 17.22

1.86 15.90

1.86 15.90

1.86 15.90

1.86 18.26

1.86 18.26

1.93 19.58

1.96 20.00

1.96 20.35

1.98 20.76

2.09 24.86

2.09 25.07

2.12 25.49
2017/01/20 10:14 0.89
2017/01/20 10:29 0.85
2017/01/20 10:44 0.89
2017/01/20 09:29 0.76
2017/01/20 09:44 0.84
2017/01/20 09:59 0.84
2017/01/20 12:29 1.08
2017/01/20 12:44 1.10
2017/01/20 12:59 3.88
2017/01/20 11:44 0.98
2017/01/20 11:59 1.00
2017/01/20 12:14 1.00
2017/01/20 10:59 0.89
2017/01/20 11:14 0.90
2017/01/20 11:29 0.90
2017/01/20 14:44 0.74
2017/01/20 14:59 0.74
2017/01/20 15:14 0.74
2017/01/20 13:59 0.71
2017/01/20 14:14 0.71
2017/01/20 14:29 0.71
2017/01/20 13:14 3.88
2017/01/20 13:29 3.88
2017/01/20 13:44 3.85
2017/01/20 16:59 0.62
2017/01/20 17:14 0.62
2017/01/20 17:29 0.58
2017/01/20 16:14 0.56
2017/01/20 16:29 0.62
2017/01/20 16:44 0.62
2017/01/20 15:29 0.61
2017/01/20 15:44 0.61
2017/01/20 15:59 0.56
2017/01/20 19:14 0.67
2017/01/20 19:29 0.69
2017/01/20 19:44 0.69
2017/01/20 18:29 0.66
2017/01/20 18:44 0.66
2017/01/20 18:59 0.67
2017/01/20 17:44 0.58
2017/01/20 17:59 0.58
2017/01/20 18:14 0.58
2017/01/20 19:59 0.76
2017/01/20 20:14 0.77
2017/01/20 20:29 0.77

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.09 25.07

2.09 25.07

2.12 24.37

1.80 18.26

1.79 18.06

1.80 18.26

1.80 17.99

1.73 17.01

1.72 16.81

1.66 16.04

1.66 16.32

1.66 16.60

1.75 19.10

1.84 20.62

2.05 24.44

2.05 24.17

2.05 24.31

1.93 22.15

1.86 21.11

1.86 21.04

1.90 20.97

1.90 20.83

1.93 21.39

1.93 21.39

1.93 21.60

2.03 24.37

2.05 25.21

2.09 26.46

2.09 26.46

2.05 25.21

1.84 19.65

1.46 12.78

1.43 12.29

1.43 12.29

1.43 12.29

1.41 12.08

1.41 12.08

1.41 12.08

1.41 12.08

1.40 11.81

1.40 11.81

1.40 6.81

1.43 12.50

2.12 25.07

2.14 25.56
2017/01/20 21:29 0.69
2017/01/20 21:44 0.69
2017/01/20 21:59 0.69
2017/01/20 20:44 0.77
2017/01/20 20:59 0.77
2017/01/20 21:14 0.73
2017/01/20 23:44 0.76
2017/01/20 23:59 0.76
2017/01/21 00:14 0.77
2017/01/20 22:59 0.68
2017/01/20 23:14 0.69
2017/01/20 23:29 0.70
2017/01/20 22:14 0.68
2017/01/20 22:29 0.68
2017/01/20 22:44 0.68
2017/01/21 01:59 0.73
2017/01/21 02:14 0.74
2017/01/21 02:29 0.74
2017/01/21 01:14 0.76
2017/01/21 01:29 0.76
2017/01/21 01:44 0.74
2017/01/21 00:29 0.76
2017/01/21 00:44 0.76
2017/01/21 00:59 0.76
2017/01/21 04:14 0.72
2017/01/21 04:29 0.65
2017/01/21 04:44 0.65
2017/01/21 03:29 0.81
2017/01/21 03:44 0.81
2017/01/21 03:59 0.79
2017/01/21 02:44 0.74
2017/01/21 02:59 0.78
2017/01/21 03:14 0.79
2017/01/21 06:29 0.64
2017/01/21 06:44 0.64
2017/01/21 06:59 0.37
2017/01/21 05:44 0.65
2017/01/21 05:59 0.65
2017/01/21 06:14 0.65
2017/01/21 04:59 0.65
2017/01/21 05:14 0.65
2017/01/21 05:29 0.65
2017/01/21 07:14 0.66
2017/01/21 07:29 0.75
2017/01/21 07:44 0.76

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.43 23.19

2.43 26.46

2.43 23.19

2.44 20.83

2.36 8.54

2.32 8.33

2.01 6.81

2.01 19.17

2.01 19.79

2.15 21.74

2.25 22.43

2.34 24.51

2.25 20.35

2.34 21.53

2.37 25.69

2.55 29.31

2.55 30.62

2.55 32.29

2.61 33.19

2.61 33.19

2.61 31.53

2.50 29.10

2.32 24.93

2.30 24.58

2.29 23.75

2.29 24.37

2.29 24.37

2.23 22.92

2.18 21.81

2.23 23.12

2.23 23.12

2.18 21.81

2.18 21.81

2.04 18.61

1.98 14.93

1.97 14.72

1.94 14.10

1.97 14.72

1.97 14.72

2.08 75.42

2.08 167.99

2.09 169.79

2.08 167.99

2.03 155.14

2.00 150.07
2017/01/21 08:44 0.51
2017/01/21 08:59 0.22
2017/01/21 09:14 0.22
2017/01/21 07:59 0.58
2017/01/21 08:14 0.66
2017/01/21 08:29 0.58
2017/01/21 10:59 0.56
2017/01/21 11:14 0.56
2017/01/21 11:29 0.66
2017/01/21 10:14 0.64
2017/01/21 10:29 0.62
2017/01/21 10:44 0.64
2017/01/21 09:29 0.22
2017/01/21 09:44 0.62
2017/01/21 09:59 0.64
2017/01/21 13:14 0.70
2017/01/21 13:29 0.66
2017/01/21 13:44 0.66
2017/01/21 12:29 0.75
2017/01/21 12:44 0.75
2017/01/21 12:59 0.71
2017/01/21 11:44 0.68
2017/01/21 11:59 0.71
2017/01/21 12:14 0.75
2017/01/21 15:29 0.65
2017/01/21 15:44 0.63
2017/01/21 15:59 0.63
2017/01/21 14:44 0.64
2017/01/21 14:59 0.63
2017/01/21 15:14 0.65
2017/01/21 13:59 0.64
2017/01/21 14:14 0.66
2017/01/21 14:29 0.66
2017/01/21 17:44 2.33
2017/01/21 17:59 5.19
2017/01/21 18:14 5.19
2017/01/21 16:59 0.48
2017/01/21 17:14 0.49
2017/01/21 17:29 0.49
2017/01/21 16:14 0.59
2017/01/21 16:29 0.49
2017/01/21 16:44 0.49
2017/01/21 18:29 5.19
2017/01/21 18:44 4.98
2017/01/21 18:59 4.91

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.03 155.14

2.00 150.07

2.00 150.07

2.00 150.07

1.93 150.00

1.93 121.74

1.93 117.01

1.62 96.74

1.62 96.74

1.62 96.74

1.62 96.74

1.69 107.57

1.78 120.90

1.78 120.90

1.78 120.90

1.78 91.39

1.58 65.49

1.48 48.47

1.48 48.47

1.48 31.11

2.14 28.26

2.14 28.26

2.14 18.54

1.89 8.75

1.78 6.46

1.68 5.97

1.68 5.97

1.55 5.35

1.47 4.93

1.41 4.65

1.41 4.65

1.41 4.65

1.47 4.93

1.47 4.93

1.47 8.47

1.50 15.83

1.43 11.39

1.43 18.47

1.80 22.78

1.97 25.83

2.21 34.24

2.26 35.49

2.41 34.37

2.41 26.18

2.41 25.83
2017/01/21 19:59 4.91
2017/01/21 20:14 5.16
2017/01/21 20:29 4.19
2017/01/21 19:14 4.98
2017/01/21 19:29 4.91
2017/01/21 19:44 4.91
2017/01/21 22:14 4.67
2017/01/21 22:29 4.67
2017/01/21 22:44 4.67
2017/01/21 21:29 4.25
2017/01/21 21:44 4.25
2017/01/21 21:59 4.45
2017/01/21 20:44 4.02
2017/01/21 20:59 4.25
2017/01/21 21:14 4.25
2017/01/22 00:29 0.84
2017/01/22 00:44 0.55
2017/01/22 00:59 0.31
2017/01/21 23:44 2.43
2017/01/21 23:59 1.56
2017/01/22 00:14 0.84
2017/01/21 22:59 3.52
2017/01/21 23:14 2.99
2017/01/21 23:29 2.43
2017/01/22 02:44 0.25
2017/01/22 02:59 0.25
2017/01/22 03:14 0.25
2017/01/22 01:59 0.25
2017/01/22 02:14 0.25
2017/01/22 02:29 0.25
2017/01/22 01:14 0.25
2017/01/22 01:29 0.25
2017/01/22 01:44 0.25
2017/01/22 04:59 0.86
2017/01/22 05:14 0.98
2017/01/22 05:29 0.98
2017/01/22 04:14 0.60
2017/01/22 04:29 0.98
2017/01/22 04:44 0.86
2017/01/22 03:29 0.25
2017/01/22 03:44 0.43
2017/01/22 03:59 0.78
2017/01/22 05:44 0.86
2017/01/22 05:59 0.66
2017/01/22 06:14 0.65

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.04 15.69

2.00 14.86

2.00 14.86

2.04 15.69

2.00 16.74

2.09 22.71

2.11 22.92

2.11 20.56

2.11 20.56

2.11 20.56

2.11 20.56

2.11 20.56

2.26 18.68

2.26 16.46

2.26 15.90

2.18 15.14

2.18 15.62

2.18 21.32

2.46 25.14

2.46 36.94

2.46 34.03

2.29 33.68

2.29 33.68

2.29 33.68

2.32 34.24

2.43 36.81

2.61 41.18

2.72 43.61

2.75 42.78

2.75 44.24

2.75 44.24

2.79 54.17

3.14 64.72

4.15 122.99

5.19 211.60

5.19 211.60

5.19 211.60

5.16 203.12

3.77 117.43

3.05 67.50

2.48 37.43

2.36 34.86

2.32 32.29

2.04 26.39

1.98 24.65
2017/01/22 07:14 0.50
2017/01/22 07:29 0.55
2017/01/22 07:44 0.69
2017/01/22 06:29 0.50
2017/01/22 06:44 0.49
2017/01/22 06:59 0.49
2017/01/22 09:29 0.51
2017/01/22 09:44 0.45
2017/01/22 09:59 0.44
2017/01/22 08:44 0.62
2017/01/22 08:59 0.62
2017/01/22 09:14 0.62
2017/01/22 07:59 0.69
2017/01/22 08:14 0.62
2017/01/22 08:29 0.62
2017/01/22 11:44 0.91
2017/01/22 11:59 0.91
2017/01/22 12:14 0.91
2017/01/22 10:59 0.62
2017/01/22 11:14 0.90
2017/01/22 11:29 0.83
2017/01/22 10:14 0.44
2017/01/22 10:29 0.45
2017/01/22 10:44 0.62
2017/01/22 13:59 0.93
2017/01/22 14:14 1.11
2017/01/22 14:29 1.14
2017/01/22 13:14 0.93
2017/01/22 13:29 0.90
2017/01/22 13:44 0.93
2017/01/22 12:29 0.91
2017/01/22 12:44 0.92
2017/01/22 12:59 0.93
2017/01/22 16:14 1.23
2017/01/22 16:29 0.90
2017/01/22 16:44 0.90
2017/01/22 15:29 1.97
2017/01/22 15:44 1.90
2017/01/22 15:59 1.61
2017/01/22 14:44 1.50
2017/01/22 14:59 1.97
2017/01/22 15:14 1.97
2017/01/22 16:59 0.86
2017/01/22 17:14 0.84
2017/01/22 17:29 0.81

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.97 24.03

1.96 23.82

1.94 23.33

1.89 21.81

1.87 21.39

1.73 17.78

1.73 10.97

1.82 6.67

1.87 6.94

1.87 6.94

1.97 7.50

1.87 6.94

1.87 6.94

1.87 6.94

1.78 6.46

1.78 6.46

1.79 6.53

1.84 6.81

1.79 6.53

1.79 6.53

1.64 5.76

1.58 5.49

1.58 5.49

1.64 5.76

1.66 5.90

1.66 61.81

2.05 167.08

2.05 215.42

1.94 145.21

1.94 124.65

1.94 145.21

1.69 102.50

1.62 92.92

1.62 92.85

1.46 71.39

1.44 69.72

1.44 69.72

1.46 21.32

1.48 12.36

1.48 5.00

1.48 5.00

1.48 5.00

1.47 4.93

1.46 4.86

1.46 4.86
2017/01/22 18:29 0.77
2017/01/22 18:44 0.77
2017/01/22 18:59 0.71
2017/01/22 17:44 0.80
2017/01/22 17:59 0.80
2017/01/22 18:14 0.80
2017/01/22 20:44 0.25
2017/01/22 20:59 0.25
2017/01/22 21:14 0.25
2017/01/22 19:59 0.25
2017/01/22 20:14 0.25
2017/01/22 20:29 0.25
2017/01/22 19:14 0.44
2017/01/22 19:29 0.25
2017/01/22 19:44 0.25
2017/01/22 22:59 0.25
2017/01/22 23:14 0.25
2017/01/22 23:29 0.25
2017/01/22 22:14 0.25
2017/01/22 22:29 0.25
2017/01/22 22:44 0.25
2017/01/22 21:29 0.25
2017/01/22 21:44 0.25
2017/01/22 21:59 0.25
2017/01/23 01:14 4.94
2017/01/23 01:29 4.24
2017/01/23 01:44 4.08
2017/01/23 00:29 6.78
2017/01/23 00:44 4.94
2017/01/23 00:59 4.24
2017/01/22 23:44 0.25
2017/01/22 23:59 2.63
2017/01/23 00:14 5.26
2017/01/23 03:29 0.25
2017/01/23 03:44 0.25
2017/01/23 03:59 0.25
2017/01/23 02:44 3.63
2017/01/23 02:59 1.09
2017/01/23 03:14 0.62
2017/01/23 01:59 4.08
2017/01/23 02:14 3.67
2017/01/23 02:29 3.63
2017/01/23 04:14 0.25
2017/01/23 04:29 0.25
2017/01/23 04:44 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.43 4.72

1.43 4.72

1.43 4.72

1.43 4.72

1.43 4.72

1.43 4.72

1.44 4.79

1.50 5.07

1.50 5.07

1.50 5.07

1.55 12.08

1.71 15.14

1.71 31.60

2.21 31.87

2.21 26.25

2.21 30.42

2.18 29.86

2.01 24.58

2.01 24.58

2.11 27.36

2.01 24.58

2.11 27.36

2.30 33.75

2.32 29.31

2.32 29.31

2.32 29.31

2.32 29.31

2.25 27.71

2.16 27.71

2.08 23.54

2.08 25.21

2.05 25.00

2.05 25.00

2.05 24.17

2.05 24.37

2.05 24.17

2.04 21.60

2.08 21.18

2.04 17.08

2.04 17.08

2.04 17.22

2.05 18.47

1.94 16.11

2.05 18.47

2.05 21.46
2017/01/23 05:44 0.25
2017/01/23 05:59 0.25
2017/01/23 06:14 0.25
2017/01/23 04:59 0.25
2017/01/23 05:14 0.25
2017/01/23 05:29 0.25
2017/01/23 07:59 1.29
2017/01/23 08:14 0.91
2017/01/23 08:29 0.75
2017/01/23 07:14 0.25
2017/01/23 07:29 0.57
2017/01/23 07:44 0.62
2017/01/23 06:29 0.25
2017/01/23 06:44 0.25
2017/01/23 06:59 0.25
2017/01/23 10:14 0.83
2017/01/23 10:29 0.90
2017/01/23 10:44 0.78
2017/01/23 09:29 0.80
2017/01/23 09:44 0.83
2017/01/23 09:59 0.80
2017/01/23 08:44 0.87
2017/01/23 08:59 0.87
2017/01/23 09:14 0.80
2017/01/23 12:29 0.78
2017/01/23 12:44 0.79
2017/01/23 12:59 0.79
2017/01/23 11:44 0.77
2017/01/23 11:59 0.81
2017/01/23 12:14 0.73
2017/01/23 10:59 0.78
2017/01/23 11:14 0.78
2017/01/23 11:29 0.78
2017/01/23 14:44 0.54
2017/01/23 14:59 0.55
2017/01/23 15:14 0.58
2017/01/23 13:59 0.69
2017/01/23 14:14 0.65
2017/01/23 14:29 0.54
2017/01/23 13:14 0.76
2017/01/23 13:29 0.77
2017/01/23 13:44 0.76
2017/01/23 15:29 0.55
2017/01/23 15:44 0.58
2017/01/23 15:59 0.68

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.00 20.69

1.80 17.15

2.00 20.69

2.00 20.69

2.03 20.21

2.03 19.24

2.07 20.14

2.07 19.65

2.07 18.54

2.09 18.89

2.16 21.46

2.22 25.97

2.22 25.97

2.22 145.42

2.22 158.40

2.07 143.33

2.07 143.33

1.98 129.44

1.98 129.44

1.87 112.64

1.69 88.12

1.61 77.92

1.59 25.00

1.59 9.72

1.59 5.56

1.66 5.90

1.97 7.50

1.97 7.50

1.97 7.50

1.96 7.43

1.79 6.53

1.71 6.11

1.71 6.11

1.71 6.11

1.68 5.97

1.58 5.49

1.58 5.49

1.58 5.49

1.58 5.49

1.59 5.56

1.61 5.62

1.61 5.62

1.61 5.62

1.62 5.69

1.64 5.76
2017/01/23 16:59 0.68
2017/01/23 17:14 0.65
2017/01/23 17:29 0.62
2017/01/23 16:14 0.68
2017/01/23 16:29 0.65
2017/01/23 16:44 0.68
2017/01/23 19:14 0.73
2017/01/23 19:29 4.10
2017/01/23 19:44 4.47
2017/01/23 18:29 0.58
2017/01/23 18:44 0.63
2017/01/23 18:59 0.73
2017/01/23 17:44 0.63
2017/01/23 17:59 0.61
2017/01/23 18:14 0.58
2017/01/23 21:29 3.47
2017/01/23 21:44 1.13
2017/01/23 21:59 0.44
2017/01/23 20:44 4.28
2017/01/23 20:59 4.04
2017/01/23 21:14 3.65
2017/01/23 19:59 4.47
2017/01/23 20:14 4.47
2017/01/23 20:29 4.28
2017/01/23 23:44 0.25
2017/01/23 23:59 0.25
2017/01/24 00:14 0.25
2017/01/23 22:59 0.25
2017/01/23 23:14 0.25
2017/01/23 23:29 0.25
2017/01/23 22:14 0.25
2017/01/23 22:29 0.25
2017/01/23 22:44 0.25
2017/01/24 01:59 0.25
2017/01/24 02:14 0.25
2017/01/24 02:29 0.25
2017/01/24 01:14 0.25
2017/01/24 01:29 0.25
2017/01/24 01:44 0.25
2017/01/24 00:29 0.25
2017/01/24 00:44 0.25
2017/01/24 00:59 0.25
2017/01/24 02:44 0.25
2017/01/24 02:59 0.25
2017/01/24 03:14 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.64 5.76

1.64 5.76

1.64 5.76

1.64 5.76

1.64 5.76

1.62 5.69

1.62 5.69

1.59 5.56

1.58 5.49

1.58 5.49

1.58 5.49

1.58 5.49

1.58 5.49

1.58 5.49

1.58 5.49

1.78 16.39

2.51 103.89

2.57 187.71

2.57 265.21

2.51 227.43

2.09 101.53

2.09 174.65

2.09 174.65

2.15 178.61

2.15 174.17

2.15 174.17

2.11 166.11

1.94 129.17

1.94 23.26

1.94 18.89

2.00 18.68

2.07 4.24

2.07 4.17

2.00 3.89

1.83 3.12

1.83 3.12

1.82 2.99

1.83 3.12

1.83 3.12

1.87 3.26

1.87 3.26

1.87 5.07

1.94 5.35

1.96 5.76

2.04 5.97
2017/01/24 04:14 0.25
2017/01/24 04:29 0.25
2017/01/24 04:44 0.25
2017/01/24 03:29 0.25
2017/01/24 03:44 0.25
2017/01/24 03:59 0.25
2017/01/24 06:29 0.25
2017/01/24 06:44 0.25
2017/01/24 06:59 0.25
2017/01/24 05:44 0.25
2017/01/24 05:59 0.25
2017/01/24 06:14 0.25
2017/01/24 04:59 0.25
2017/01/24 05:14 0.25
2017/01/24 05:29 0.25
2017/01/24 08:44 5.34
2017/01/24 08:59 5.34
2017/01/24 09:14 5.27
2017/01/24 07:59 6.11
2017/01/24 08:14 5.40
2017/01/24 08:29 3.11
2017/01/24 07:14 0.63
2017/01/24 07:29 2.47
2017/01/24 07:44 4.32
2017/01/24 10:59 0.61
2017/01/24 11:14 0.13
2017/01/24 11:29 0.13
2017/01/24 10:14 4.40
2017/01/24 10:29 0.79
2017/01/24 10:44 0.64
2017/01/24 09:29 5.14
2017/01/24 09:44 5.14
2017/01/24 09:59 5.03
2017/01/24 13:14 0.12
2017/01/24 13:29 0.12
2017/01/24 13:44 0.18
2017/01/24 12:29 0.11
2017/01/24 12:44 0.11
2017/01/24 12:59 0.11
2017/01/24 11:44 0.13
2017/01/24 11:59 0.11
2017/01/24 12:14 0.11
2017/01/24 13:59 0.18
2017/01/24 14:14 0.19
2017/01/24 14:29 0.19

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.96 5.69

2.04 6.11

2.04 143.54

1.94 148.68

1.90 144.17

1.87 138.89

1.80 125.56

1.87 138.89

1.87 138.89

1.91 146.39

2.05 173.33

2.05 69.44

2.05 29.51

1.73 2.50

1.73 2.50

1.73 2.50

1.73 2.50

1.82 4.31

1.83 5.97

1.83 8.12

1.83 8.68

1.94 10.28

1.94 10.69

1.94 9.44

2.00 10.21

2.00 10.21

2.00 10.21

2.00 10.21

2.00 10.21

2.00 10.21

2.00 3.06

2.00 3.06

1.93 2.92

1.86 2.78

1.76 2.57

1.71 2.43

1.71 2.43

1.71 2.43

1.71 2.43

1.57 2.15

1.54 2.08

1.54 2.08

1.51 59.10

1.51 104.10

1.50 100.56
2017/01/24 15:29 5.06
2017/01/24 15:44 5.06
2017/01/24 15:59 4.98
2017/01/24 14:44 0.19
2017/01/24 14:59 0.19
2017/01/24 15:14 4.56
2017/01/24 17:44 0.93
2017/01/24 17:59 0.10
2017/01/24 18:14 0.10
2017/01/24 16:59 5.09
2017/01/24 17:14 5.46
2017/01/24 17:29 2.19
2017/01/24 16:14 4.75
2017/01/24 16:29 4.98
2017/01/24 16:44 4.98
2017/01/24 19:59 0.35
2017/01/24 20:14 0.36
2017/01/24 20:29 0.32
2017/01/24 19:14 0.22
2017/01/24 19:29 0.30
2017/01/24 19:44 0.32
2017/01/24 18:29 0.10
2017/01/24 18:44 0.10
2017/01/24 18:59 0.16
2017/01/24 22:14 0.10
2017/01/24 22:29 0.10
2017/01/24 22:44 0.10
2017/01/24 21:29 0.33
2017/01/24 21:44 0.33
2017/01/24 21:59 0.33
2017/01/24 20:44 0.33
2017/01/24 20:59 0.33
2017/01/24 21:14 0.33
2017/01/25 00:29 0.10
2017/01/25 00:44 0.10
2017/01/25 00:59 0.10
2017/01/24 23:44 0.10
2017/01/24 23:59 0.10
2017/01/25 00:14 0.10
2017/01/24 22:59 0.10
2017/01/24 23:14 0.10
2017/01/24 23:29 0.10
2017/01/25 01:14 2.88
2017/01/25 01:29 5.06
2017/01/25 01:44 4.96

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.48 97.78

1.48 100.07

1.47 97.99

1.47 97.92

1.46 95.21

1.43 90.76

1.43 90.76

1.43 90.76

1.40 86.46

1.40 27.99

1.40 12.15

1.41 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.41 1.87

1.43 1.87

1.46 1.94

1.46 1.94

1.48 2.01

1.53 2.08

1.87 4.44

1.93 5.83

1.93 5.83

2.04 7.22

2.04 7.22

2.04 7.22

2.05 7.92

2.08 8.75

2.08 8.75

2.08 8.75

2.26 10.56

2.28 11.04

2.43 13.19

2.43 11.53

2.29 8.33

2.28 11.18

2.14 9.72

2.14 9.72

2.03 9.51

2.12 11.81

2.12 11.81

2.12 11.81

2.00 8.75

2.00 8.75
2017/01/25 02:44 4.96
2017/01/25 02:59 4.89
2017/01/25 03:14 4.79
2017/01/25 01:59 4.89
2017/01/25 02:14 5.00
2017/01/25 02:29 4.96
2017/01/25 04:59 0.10
2017/01/25 05:14 0.10
2017/01/25 05:29 0.10
2017/01/25 04:14 1.52
2017/01/25 04:29 0.66
2017/01/25 04:44 0.10
2017/01/25 03:29 4.79
2017/01/25 03:44 4.79
2017/01/25 03:59 4.70
2017/01/25 07:14 0.16
2017/01/25 07:29 0.20
2017/01/25 07:44 0.20
2017/01/25 06:29 0.10
2017/01/25 06:44 0.10
2017/01/25 06:59 0.10
2017/01/25 05:44 0.10
2017/01/25 05:59 0.10
2017/01/25 06:14 0.10
2017/01/25 09:29 0.27
2017/01/25 09:44 0.29
2017/01/25 09:59 0.30
2017/01/25 08:44 0.25
2017/01/25 08:59 0.27
2017/01/25 09:14 0.27
2017/01/25 07:59 0.23
2017/01/25 08:14 0.23
2017/01/25 08:29 0.23
2017/01/25 11:44 0.31
2017/01/25 11:59 0.35
2017/01/25 12:14 0.35
2017/01/25 10:59 0.31
2017/01/25 11:14 0.29
2017/01/25 11:29 0.29
2017/01/25 10:14 0.33
2017/01/25 10:29 0.29
2017/01/25 10:44 0.23
2017/01/25 12:29 0.35
2017/01/25 12:44 0.29
2017/01/25 12:59 0.29

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.00 8.75

1.93 22.71

1.93 22.71

1.91 22.50

1.79 19.03

1.79 19.03

1.79 15.49

1.90 15.62

2.14 6.74

2.14 6.18

2.14 6.18

1.75 3.75

1.75 3.75

1.75 3.75

1.75 3.75

1.75 3.75

1.65 3.26

1.65 3.26

1.65 3.26

1.76 2.57

1.84 2.71

1.94 2.92

1.94 2.92

1.94 9.17

1.89 8.68

1.89 8.96

1.86 8.26

1.86 8.54

1.86 8.54

1.80 7.92

1.78 7.57

1.65 6.39

1.62 6.18

1.59 5.90

1.51 2.08

1.47 1.94

1.47 1.94

1.51 2.08

1.51 2.08

1.91 2.85

2.01 25.90

2.01 51.53

2.01 36.39

1.93 28.06

1.93 25.00
2017/01/25 13:59 0.78
2017/01/25 14:14 0.73
2017/01/25 14:29 0.73
2017/01/25 13:14 0.29
2017/01/25 13:29 0.78
2017/01/25 13:44 0.78
2017/01/25 16:14 0.15
2017/01/25 16:29 0.15
2017/01/25 16:44 0.15
2017/01/25 15:29 0.18
2017/01/25 15:44 0.18
2017/01/25 15:59 0.15
2017/01/25 14:44 0.59
2017/01/25 14:59 0.55
2017/01/25 15:14 0.20
2017/01/25 18:29 0.10
2017/01/25 18:44 0.10
2017/01/25 18:59 0.31
2017/01/25 17:44 0.14
2017/01/25 17:59 0.10
2017/01/25 18:14 0.10
2017/01/25 16:59 0.15
2017/01/25 17:14 0.14
2017/01/25 17:29 0.14
2017/01/25 20:44 0.29
2017/01/25 20:59 0.27
2017/01/25 21:14 0.27
2017/01/25 19:59 0.31
2017/01/25 20:14 0.31
2017/01/25 20:29 0.30
2017/01/25 19:14 0.31
2017/01/25 19:29 0.32
2017/01/25 19:44 0.30
2017/01/25 22:59 0.10
2017/01/25 23:14 0.84
2017/01/25 23:29 1.67
2017/01/25 22:14 0.10
2017/01/25 22:29 0.10
2017/01/25 22:44 0.10
2017/01/25 21:29 0.27
2017/01/25 21:44 0.10
2017/01/25 21:59 0.10
2017/01/25 23:44 1.18
2017/01/25 23:59 0.96
2017/01/26 00:14 0.86

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.61 21.67

1.61 21.67

1.61 21.67

1.50 18.82

1.50 18.82

1.53 19.65

1.53 19.65

1.53 19.65

1.62 10.69

1.62 2.29

1.62 2.29

1.40 1.87

1.40 1.87

1.37 1.81

1.37 1.81

1.37 1.81

1.37 1.81

1.37 1.81

1.37 1.81

1.37 1.81

1.37 1.81

1.37 1.81

1.36 1.74

1.36 1.74

1.36 1.74

1.36 1.74

1.37 1.81

1.40 1.87

1.40 1.87

1.47 1.94

1.72 3.68

1.79 4.17

1.79 4.17

1.80 5.83

1.80 5.83

1.80 5.83

1.94 7.36

2.00 8.54

2.00 8.54

2.03 9.72

2.08 10.97

2.18 12.78

2.18 12.78

2.08 11.32

1.87 10.83
2017/01/26 01:14 0.93
2017/01/26 01:29 0.93
2017/01/26 01:44 0.94
2017/01/26 00:29 0.96
2017/01/26 00:44 0.96
2017/01/26 00:59 0.96
2017/01/26 03:29 0.10
2017/01/26 03:44 0.10
2017/01/26 03:59 0.10
2017/01/26 02:44 0.10
2017/01/26 02:59 0.10
2017/01/26 03:14 0.10
2017/01/26 01:59 0.94
2017/01/26 02:14 0.94
2017/01/26 02:29 0.47
2017/01/26 05:44 0.10
2017/01/26 05:59 0.10
2017/01/26 06:14 0.10
2017/01/26 04:59 0.10
2017/01/26 05:14 0.10
2017/01/26 05:29 0.10
2017/01/26 04:14 0.10
2017/01/26 04:29 0.10
2017/01/26 04:44 0.10
2017/01/26 07:59 0.15
2017/01/26 08:14 0.16
2017/01/26 08:29 0.16
2017/01/26 07:14 0.10
2017/01/26 07:29 0.10
2017/01/26 07:44 0.10
2017/01/26 06:29 0.10
2017/01/26 06:44 0.10
2017/01/26 06:59 0.10
2017/01/26 10:14 0.31
2017/01/26 10:29 0.34
2017/01/26 10:44 0.37
2017/01/26 09:29 0.25
2017/01/26 09:44 0.28
2017/01/26 09:59 0.28
2017/01/26 08:44 0.22
2017/01/26 08:59 0.22
2017/01/26 09:14 0.22
2017/01/26 10:59 0.37
2017/01/26 11:14 0.35
2017/01/26 11:29 0.39

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.86 11.04

1.80 11.32

1.80 12.64

1.80 14.58

2.39 18.12

2.39 13.89

2.39 11.87

1.97 10.62

1.97 10.62

1.80 8.61

1.80 8.61

1.80 8.61

1.80 8.61

1.80 8.61

1.89 10.62

1.72 13.19

1.69 12.92

1.61 12.01

1.61 12.01

1.61 12.01

2.03 21.32

2.07 22.36

2.19 25.76

2.21 166.53

2.21 166.53

2.21 166.53

1.93 119.24

1.93 118.40

1.73 91.25

1.72 89.17

1.59 74.24

1.53 66.60

1.53 30.76

1.53 15.90

1.65 7.22

1.68 2.36

1.68 2.36

1.68 2.36

1.69 2.43

1.69 2.43

1.86 2.78

1.86 2.78

1.86 2.78

1.79 2.64

1.79 2.64
2017/01/26 12:29 0.55
2017/01/26 12:44 0.46
2017/01/26 12:59 0.35
2017/01/26 11:44 0.40
2017/01/26 11:59 0.43
2017/01/26 12:14 0.48
2017/01/26 14:44 0.33
2017/01/26 14:59 0.33
2017/01/26 15:14 0.38
2017/01/26 13:59 0.33
2017/01/26 14:14 0.33
2017/01/26 14:29 0.33
2017/01/26 13:14 0.30
2017/01/26 13:29 0.35
2017/01/26 13:44 0.35
2017/01/26 16:59 0.70
2017/01/26 17:14 0.74
2017/01/26 17:29 4.74
2017/01/26 16:14 0.53
2017/01/26 16:29 0.53
2017/01/26 16:44 0.68
2017/01/26 15:29 0.53
2017/01/26 15:44 0.53
2017/01/26 15:59 0.53
2017/01/26 19:14 3.34
2017/01/26 19:29 3.20
2017/01/26 19:44 1.47
2017/01/26 18:29 4.07
2017/01/26 18:44 3.65
2017/01/26 18:59 3.61
2017/01/26 17:44 4.74
2017/01/26 17:59 4.74
2017/01/26 18:14 4.10
2017/01/26 21:29 0.10
2017/01/26 21:44 0.10
2017/01/26 21:59 0.10
2017/01/26 20:44 0.10
2017/01/26 20:59 0.10
2017/01/26 21:14 0.10
2017/01/26 19:59 0.76
2017/01/26 20:14 0.31
2017/01/26 20:29 0.10
2017/01/26 22:14 0.10
2017/01/26 22:29 0.10
2017/01/26 22:44 0.10

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.79 2.64

1.62 2.29

1.62 2.29

1.54 2.08

1.48 2.01

1.48 2.01

1.47 1.94

1.48 2.01

1.48 2.01

1.64 2.29

1.84 2.71

1.87 2.78

1.89 2.85

1.89 2.85

1.87 2.78

1.79 2.64

1.65 2.36

1.65 2.36

1.65 2.36

1.65 2.36

1.73 2.50

1.75 2.57

1.80 2.64

1.75 2.57

1.75 2.57

1.47 1.94

1.37 1.81

1.37 1.81

1.37 1.81

1.46 1.94

1.46 1.94

1.46 18.61

1.48 24.31

1.40 58.75

1.40 93.33

1.54 150.76

1.54 151.53

2.11 242.92

2.11 236.87

2.11 236.87

2.11 236.87

2.05 218.75

2.03 211.67

2.03 211.67

2.03 211.67
2017/01/26 23:44 0.10
2017/01/26 23:59 0.10
2017/01/27 00:14 0.10
2017/01/26 22:59 0.10
2017/01/26 23:14 0.10
2017/01/26 23:29 0.10
2017/01/27 01:59 0.10
2017/01/27 02:14 0.10
2017/01/27 02:29 0.10
2017/01/27 01:14 0.10
2017/01/27 01:29 0.10
2017/01/27 01:44 0.10
2017/01/27 00:29 0.10
2017/01/27 00:44 0.10
2017/01/27 00:59 0.10
2017/01/27 04:14 0.10
2017/01/27 04:29 0.10
2017/01/27 04:44 0.10
2017/01/27 03:29 0.10
2017/01/27 03:44 0.10
2017/01/27 03:59 0.10
2017/01/27 02:44 0.10
2017/01/27 02:59 0.10
2017/01/27 03:14 0.10
2017/01/27 06:29 0.10
2017/01/27 06:44 0.95
2017/01/27 06:59 1.22
2017/01/27 05:44 0.10
2017/01/27 05:59 0.10
2017/01/27 06:14 0.10
2017/01/27 04:59 0.10
2017/01/27 05:14 0.10
2017/01/27 05:29 0.10
2017/01/27 08:44 7.18
2017/01/27 08:59 7.18
2017/01/27 09:14 6.88
2017/01/27 07:59 7.18
2017/01/27 08:14 7.36
2017/01/27 08:29 7.18
2017/01/27 07:14 3.19
2017/01/27 07:29 5.07
2017/01/27 07:44 7.15
2017/01/27 09:29 6.79
2017/01/27 09:44 6.79
2017/01/27 09:59 6.79

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.03 211.67

2.01 19.10

1.94 17.99

1.94 17.99

1.93 17.78

1.93 17.78

1.93 17.78

2.01 19.79

2.18 23.68

2.19 24.03

2.19 24.03

2.19 87.71

2.19 184.51

2.19 191.39

2.05 150.56

2.05 110.35

2.03 147.71

2.03 132.01

2.03 108.26

2.12 66.39

2.14 15.21

2.14 13.68

2.14 13.40

2.14 13.40

2.14 13.40

2.16 13.96

2.16 13.96

2.16 13.96

1.96 10.90

1.89 30.00

1.84 93.61

1.79 135.35

1.79 148.33

1.79 185.97

1.96 194.17

2.08 196.74

2.08 196.74

2.22 215.35

2.22 215.35

2.26 221.04

2.26 214.65

2.26 214.65

2.16 193.40

2.04 165.90

2.00 158.40
2017/01/27 10:59 0.61
2017/01/27 11:14 0.61
2017/01/27 11:29 0.61
2017/01/27 10:14 6.79
2017/01/27 10:29 0.62
2017/01/27 10:44 0.61
2017/01/27 13:14 5.30
2017/01/27 13:29 5.49
2017/01/27 13:44 4.74
2017/01/27 12:29 0.69
2017/01/27 12:44 0.69
2017/01/27 12:59 2.52
2017/01/27 11:44 0.61
2017/01/27 11:59 0.64
2017/01/27 12:14 0.69
2017/01/27 15:29 0.41
2017/01/27 15:44 0.40
2017/01/27 15:59 0.40
2017/01/27 14:44 3.47
2017/01/27 14:59 1.99
2017/01/27 15:14 0.45
2017/01/27 13:59 3.47
2017/01/27 14:14 4.74
2017/01/27 14:29 4.23
2017/01/27 17:44 3.44
2017/01/27 17:59 5.17
2017/01/27 18:14 5.67
2017/01/27 16:59 0.41
2017/01/27 17:14 0.37
2017/01/27 17:29 1.06
2017/01/27 16:14 0.40
2017/01/27 16:29 0.41
2017/01/27 16:44 0.41
2017/01/27 19:59 6.07
2017/01/27 20:14 5.90
2017/01/27 20:29 5.90
2017/01/27 19:14 6.07
2017/01/27 19:29 6.07
2017/01/27 19:44 6.07
2017/01/27 18:29 7.11
2017/01/27 18:44 6.54
2017/01/27 18:59 6.07
2017/01/27 20:44 5.65
2017/01/27 20:59 5.27
2017/01/27 21:14 5.18

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.90 139.93

1.80 123.26

1.80 123.26

1.90 57.85

1.91 2.85

1.91 2.85

2.05 3.19

2.11 3.33

2.14 3.40

2.05 3.19

2.05 3.19

1.96 2.99

1.94 2.92

1.89 2.85

1.73 16.74

1.73 17.57

1.73 19.79

1.82 21.60

2.03 24.72

2.03 24.72

2.03 24.72

1.48 11.32

1.36 9.10

1.33 8.68

1.33 8.68

1.33 1.74

1.36 1.74

1.36 1.74

1.36 1.74

1.33 1.74

1.33 1.74

1.33 1.74

1.36 1.74

1.36 1.74

1.37 1.81

1.37 1.81

1.40 1.87

1.40 1.87

1.43 1.87

1.43 3.96

1.43 4.31

1.73 6.53

1.86 6.46

1.93 6.81

1.93 6.81
2017/01/27 22:14 2.03
2017/01/27 22:29 0.10
2017/01/27 22:44 0.10
2017/01/27 21:29 4.91
2017/01/27 21:44 4.66
2017/01/27 21:59 4.66
2017/01/28 00:29 0.10
2017/01/28 00:44 0.10
2017/01/28 00:59 0.67
2017/01/27 23:44 0.10
2017/01/27 23:59 0.10
2017/01/28 00:14 0.10
2017/01/27 22:59 0.10
2017/01/27 23:14 0.10
2017/01/27 23:29 0.10
2017/01/28 02:44 0.56
2017/01/28 02:59 0.52
2017/01/28 03:14 0.51
2017/01/28 01:59 0.79
2017/01/28 02:14 0.79
2017/01/28 02:29 0.79
2017/01/28 01:14 0.70
2017/01/28 01:29 0.79
2017/01/28 01:44 0.81
2017/01/28 04:59 0.10
2017/01/28 05:14 0.10
2017/01/28 05:29 0.10
2017/01/28 04:14 0.10
2017/01/28 04:29 0.10
2017/01/28 04:44 0.10
2017/01/28 03:29 0.51
2017/01/28 03:44 0.10
2017/01/28 03:59 0.10
2017/01/28 07:14 0.21
2017/01/28 07:29 0.23
2017/01/28 07:44 0.26
2017/01/28 06:29 0.10
2017/01/28 06:44 0.10
2017/01/28 06:59 0.10
2017/01/28 05:44 0.10
2017/01/28 05:59 0.10
2017/01/28 06:14 0.10
2017/01/28 07:59 0.23
2017/01/28 08:14 0.23
2017/01/28 08:29 0.23

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.93 6.81

1.73 5.14

1.65 4.79

1.65 4.79

1.73 15.56

1.73 16.87

1.84 19.79

1.93 22.15

1.98 23.75

2.04 25.49

2.11 27.64

2.15 28.96

2.33 35.14

2.34 17.92

2.34 3.82

2.33 3.82

1.73 2.50

1.69 2.43

1.69 2.43

1.69 2.43

1.72 2.50

1.79 2.64

1.96 58.96

2.08 172.29

2.26 204.86

2.26 172.85

2.26 193.47

2.21 187.01

2.19 188.68

2.19 188.68

2.21 192.29

2.23 197.50

2.23 197.50

2.23 197.50

2.26 204.65

2.04 159.65

2.04 142.29

2.04 130.28

2.11 19.79

1.91 17.29

2.03 18.68

2.03 158.12

2.11 204.37

2.03 193.12

2.03 193.12
2017/01/28 09:29 0.21
2017/01/28 09:44 0.62
2017/01/28 09:59 0.68
2017/01/28 08:44 0.23
2017/01/28 08:59 0.21
2017/01/28 09:14 0.21
2017/01/28 11:44 0.93
2017/01/28 11:59 0.47
2017/01/28 12:14 0.10
2017/01/28 10:59 0.81
2017/01/28 11:14 0.84
2017/01/28 11:29 0.85
2017/01/28 10:14 0.72
2017/01/28 10:29 0.76
2017/01/28 10:44 0.78
2017/01/28 13:59 0.10
2017/01/28 14:14 1.98
2017/01/28 14:29 5.32
2017/01/28 13:14 0.10
2017/01/28 13:29 0.10
2017/01/28 13:44 0.10
2017/01/28 12:29 0.10
2017/01/28 12:44 0.10
2017/01/28 12:59 0.10
2017/01/28 16:14 5.47
2017/01/28 16:29 5.52
2017/01/28 16:44 5.52
2017/01/28 15:29 5.32
2017/01/28 15:44 5.42
2017/01/28 15:59 5.42
2017/01/28 14:44 5.63
2017/01/28 14:59 4.75
2017/01/28 15:14 5.32
2017/01/28 18:29 0.60
2017/01/28 18:44 0.60
2017/01/28 18:59 5.07
2017/01/28 17:44 4.52
2017/01/28 17:59 4.14
2017/01/28 18:14 0.60
2017/01/28 16:59 5.52
2017/01/28 17:14 5.62
2017/01/28 17:29 5.07
2017/01/28 19:14 6.20
2017/01/28 19:29 6.20
2017/01/28 19:44 6.20

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.76 136.94

1.50 12.36

1.50 12.36

1.50 12.36

1.71 17.22

1.71 17.22

1.89 21.87

1.71 17.22

1.71 17.22

1.78 18.89

1.78 18.89

1.71 12.99

1.71 12.99

1.65 2.36

1.65 2.36

1.58 2.22

1.58 2.22

1.58 2.22

1.48 63.06

1.41 102.64

1.41 95.83

1.41 124.17

1.41 172.71

1.69 160.62

1.87 206.94

1.87 206.94

1.93 223.12

1.93 223.12

2.00 241.87

2.11 275.55

2.15 103.06

2.19 29.93

2.28 3.68

2.28 3.68

2.28 3.68

2.25 3.61

2.14 3.40

2.11 3.33

2.11 3.33

2.04 3.12

2.04 3.12

2.04 3.12

1.97 2.99

1.71 2.43

1.61 2.22
2017/01/28 20:44 0.61
2017/01/28 20:59 0.70
2017/01/28 21:14 0.70
2017/01/28 19:59 5.35
2017/01/28 20:14 0.61
2017/01/28 20:29 0.61
2017/01/28 22:59 0.53
2017/01/28 23:14 0.10
2017/01/28 23:29 0.10
2017/01/28 22:14 0.73
2017/01/28 22:29 0.73
2017/01/28 22:44 0.53
2017/01/28 21:29 0.78
2017/01/28 21:44 0.70
2017/01/28 21:59 0.70
2017/01/29 01:14 6.65
2017/01/29 01:29 9.24
2017/01/29 01:44 6.65
2017/01/29 00:29 3.16
2017/01/29 00:44 5.49
2017/01/29 00:59 5.13
2017/01/28 23:44 0.10
2017/01/28 23:59 0.10
2017/01/29 00:14 0.10
2017/01/29 03:29 3.04
2017/01/29 03:44 0.86
2017/01/29 03:59 0.10
2017/01/29 02:44 7.67
2017/01/29 02:59 7.91
2017/01/29 03:14 8.35
2017/01/29 01:59 7.42
2017/01/29 02:14 7.42
2017/01/29 02:29 7.67
2017/01/29 05:44 0.10
2017/01/29 05:59 0.10
2017/01/29 06:14 0.10
2017/01/29 04:59 0.10
2017/01/29 05:14 0.10
2017/01/29 05:29 0.10
2017/01/29 04:14 0.10
2017/01/29 04:29 0.10
2017/01/29 04:44 0.10
2017/01/29 06:29 0.10
2017/01/29 06:44 0.10
2017/01/29 06:59 0.10

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.61 2.22

1.68 2.36

1.71 2.43

1.72 2.50

1.82 2.71

2.01 3.06

2.16 23.19

2.25 70.07

2.26 129.10

2.32 198.19

2.32 190.14

2.32 142.29

2.26 174.37

2.32 190.14

2.25 175.76

2.25 175.76

2.36 197.29

2.40 207.50

2.43 211.39

2.43 211.39

2.43 211.39

2.28 99.72

2.04 26.11

2.01 3.06

1.97 2.99

1.97 2.99

1.97 2.99

2.00 3.06

2.11 3.33

2.29 3.68

2.29 3.68

2.29 3.68

1.78 2.57

1.78 2.57

1.78 2.57

1.93 2.92

2.05 3.19

2.22 23.82

2.22 23.68

2.23 190.76

2.23 129.24

2.22 128.12

2.22 170.76

2.23 172.22

2.23 129.24
2017/01/29 07:59 0.10
2017/01/29 08:14 0.10
2017/01/29 08:29 0.10
2017/01/29 07:14 0.10
2017/01/29 07:29 0.10
2017/01/29 07:44 0.10
2017/01/29 10:14 4.79
2017/01/29 10:29 5.05
2017/01/29 10:44 4.87
2017/01/29 09:29 5.27
2017/01/29 09:44 5.05
2017/01/29 09:59 3.78
2017/01/29 08:44 0.68
2017/01/29 08:59 1.94
2017/01/29 09:14 3.55
2017/01/29 12:29 2.71
2017/01/29 12:44 0.83
2017/01/29 12:59 0.10
2017/01/29 11:44 5.26
2017/01/29 11:59 5.26
2017/01/29 12:14 5.26
2017/01/29 10:59 4.87
2017/01/29 11:14 5.11
2017/01/29 11:29 5.25
2017/01/29 14:44 0.10
2017/01/29 14:59 0.10
2017/01/29 15:14 0.10
2017/01/29 13:59 0.10
2017/01/29 14:14 0.10
2017/01/29 14:29 0.10
2017/01/29 13:14 0.10
2017/01/29 13:29 0.10
2017/01/29 13:44 0.10
2017/01/29 16:59 5.33
2017/01/29 17:14 3.61
2017/01/29 17:29 3.61
2017/01/29 16:14 0.10
2017/01/29 16:29 0.67
2017/01/29 16:44 0.67
2017/01/29 15:29 0.10
2017/01/29 15:44 0.10
2017/01/29 15:59 0.10
2017/01/29 17:44 4.82
2017/01/29 17:59 4.82
2017/01/29 18:14 3.61

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.23 101.53

2.23 80.90

2.03 61.87

1.96 56.39

1.75 42.43

1.71 39.58

1.65 36.60

1.65 36.60

1.65 36.60

1.61 9.93

1.61 9.93

1.68 2.36

1.58 2.22

1.48 2.01

1.48 2.01

1.43 1.87

1.43 1.87

1.43 1.87

1.46 1.94

1.47 1.94

1.51 2.08

1.51 2.08

1.51 2.08

1.54 2.08

1.53 2.08

1.53 51.87

1.53 122.36

1.54 131.18

1.53 122.50

1.48 115.14

1.48 117.57

1.46 112.01

1.46 111.32

1.44 108.96

1.44 108.96

1.44 108.96

1.46 111.53

1.46 60.83

1.46 17.01

1.44 2.85

1.43 1.87

1.43 1.87

1.43 1.87

1.41 1.87

1.43 1.87
2017/01/29 19:14 1.90
2017/01/29 19:29 1.68
2017/01/29 19:44 1.62
2017/01/29 18:29 2.84
2017/01/29 18:44 2.26
2017/01/29 18:59 1.98
2017/01/29 21:29 0.10
2017/01/29 21:44 0.10
2017/01/29 21:59 0.10
2017/01/29 20:44 0.44
2017/01/29 20:59 0.44
2017/01/29 21:14 0.10
2017/01/29 19:59 1.57
2017/01/29 20:14 1.57
2017/01/29 20:29 1.57
2017/01/29 23:44 0.10
2017/01/29 23:59 0.10
2017/01/30 00:14 0.10
2017/01/29 22:59 0.10
2017/01/29 23:14 0.10
2017/01/29 23:29 0.10
2017/01/29 22:14 0.10
2017/01/29 22:29 0.10
2017/01/29 22:44 0.10
2017/01/30 01:59 5.87
2017/01/30 02:14 5.75
2017/01/30 02:29 5.71
2017/01/30 01:14 6.22
2017/01/30 01:29 5.88
2017/01/30 01:44 5.75
2017/01/30 00:29 0.10
2017/01/30 00:44 2.48
2017/01/30 00:59 5.87
2017/01/30 04:14 0.15
2017/01/30 04:29 0.10
2017/01/30 04:44 0.10
2017/01/30 03:29 5.73
2017/01/30 03:44 3.11
2017/01/30 03:59 0.87
2017/01/30 02:44 5.67
2017/01/30 02:59 5.67
2017/01/30 03:14 5.67
2017/01/30 04:59 0.10
2017/01/30 05:14 0.10
2017/01/30 05:29 0.10

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.44 1.94

1.47 1.94

1.82 4.58

1.84 9.44

1.84 9.44

1.84 9.44

1.84 9.44

1.84 9.44

2.09 14.44

2.09 15.28

2.64 20.28

2.64 19.93

2.64 19.93

2.44 16.46

2.14 11.87

2.14 11.87

2.12 11.74

1.79 9.24

1.76 10.35

1.76 10.97

1.79 11.74

2.00 15.42

2.03 15.97

2.05 16.74

2.05 16.74

2.28 21.39

2.28 21.39

2.28 37.15

2.01 77.36

2.01 77.36

1.98 63.68

1.98 68.96

1.93 70.56

1.82 60.90

1.82 60.90

1.93 70.56

2.08 83.68

2.08 83.68

2.08 83.68

2.05 116.04

1.89 147.01

1.89 169.86

2.05 189.58

2.12 220.62

2.14 202.43
2017/01/30 06:29 0.34
2017/01/30 06:44 0.34
2017/01/30 06:59 0.34
2017/01/30 05:44 0.10
2017/01/30 05:59 0.10
2017/01/30 06:14 0.17
2017/01/30 08:44 0.44
2017/01/30 08:59 0.41
2017/01/30 09:14 0.35
2017/01/30 07:59 0.47
2017/01/30 08:14 0.45
2017/01/30 08:29 0.44
2017/01/30 07:14 0.34
2017/01/30 07:29 0.34
2017/01/30 07:44 0.44
2017/01/30 10:59 0.51
2017/01/30 11:14 0.51
2017/01/30 11:29 0.53
2017/01/30 10:14 0.40
2017/01/30 10:29 0.43
2017/01/30 10:44 0.45
2017/01/30 09:29 0.35
2017/01/30 09:44 0.35
2017/01/30 09:59 0.35
2017/01/30 13:14 2.10
2017/01/30 13:29 2.28
2017/01/30 13:44 2.43
2017/01/30 12:29 1.01
2017/01/30 12:44 2.51
2017/01/30 12:59 2.51
2017/01/30 11:44 0.53
2017/01/30 11:59 0.58
2017/01/30 12:14 0.58
2017/01/30 15:29 3.66
2017/01/30 15:44 5.21
2017/01/30 15:59 6.02
2017/01/30 14:44 2.58
2017/01/30 14:59 2.58
2017/01/30 15:14 2.58
2017/01/30 13:59 2.28
2017/01/30 14:14 2.28
2017/01/30 14:29 2.43
2017/01/30 16:14 5.96
2017/01/30 16:29 6.63
2017/01/30 16:44 6.02

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.33 228.61

2.33 226.39

2.33 7.08

2.15 6.32

2.15 6.32

2.15 30.28

2.22 32.78

2.22 32.78

2.22 32.78

1.91 22.64

1.87 21.18

1.86 20.83

1.86 20.83

1.86 20.83

1.87 9.17

2.04 3.12

2.07 3.19

2.07 3.19

2.07 3.19

2.04 3.12

1.86 2.78

1.86 2.78

1.62 2.29

1.61 2.22

1.61 2.22

1.54 2.08

1.54 37.15

1.51 104.24

1.48 97.85

1.48 96.46

1.44 92.08

1.44 93.96

1.43 92.15

1.43 92.15

1.53 108.96

1.55 113.06

1.75 150.49

1.75 150.49

1.76 152.22

1.82 159.10

1.76 6.46

1.83 6.53

1.83 6.25

1.83 6.25

1.80 5.97
2017/01/30 17:44 0.19
2017/01/30 17:59 0.19
2017/01/30 18:14 0.89
2017/01/30 16:59 6.02
2017/01/30 17:14 5.96
2017/01/30 17:29 0.19
2017/01/30 19:59 0.75
2017/01/30 20:14 0.75
2017/01/30 20:29 0.33
2017/01/30 19:14 0.79
2017/01/30 19:29 0.76
2017/01/30 19:44 0.75
2017/01/30 18:29 0.92
2017/01/30 18:44 0.92
2017/01/30 18:59 0.92
2017/01/30 22:14 0.10
2017/01/30 22:29 0.10
2017/01/30 22:44 0.10
2017/01/30 21:29 0.10
2017/01/30 21:44 0.10
2017/01/30 21:59 0.10
2017/01/30 20:44 0.10
2017/01/30 20:59 0.10
2017/01/30 21:14 0.10
2017/01/31 00:29 4.79
2017/01/31 00:44 4.89
2017/01/31 00:59 4.86
2017/01/30 23:44 5.07
2017/01/30 23:59 4.89
2017/01/31 00:14 4.82
2017/01/30 22:59 0.10
2017/01/30 23:14 0.10
2017/01/30 23:29 1.76
2017/01/31 02:44 5.95
2017/01/31 02:59 0.25
2017/01/31 03:14 0.24
2017/01/31 01:59 5.95
2017/01/31 02:14 5.95
2017/01/31 02:29 5.95
2017/01/31 01:14 4.86
2017/01/31 01:29 5.23
2017/01/31 01:44 5.29
2017/01/31 03:29 0.23
2017/01/31 03:44 0.23
2017/01/31 03:59 0.23

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.80 5.97

1.59 4.44

1.43 3.47

1.41 3.33

1.41 1.87

1.41 1.87

1.41 1.87

1.40 1.87

1.41 1.87

1.43 1.87

1.43 1.87

1.44 1.94

1.44 64.65

1.47 118.82

1.78 206.53

1.82 196.11

2.08 227.01

2.08 227.01

2.08 227.01

2.08 227.01

1.87 173.61

1.84 159.86

1.87 163.33

1.87 152.85

1.87 143.06

1.96 134.37

2.03 45.90

2.03 14.31

2.09 14.93

2.19 15.83

2.09 14.17

1.97 12.15

1.97 12.15

1.97 12.15

1.93 11.74

1.93 112.99

1.79 103.68

1.72 97.99

1.72 97.99

1.79 108.68

1.80 110.49

1.80 110.49

1.98 139.17

1.98 139.17

1.80 119.44
2017/01/31 04:59 0.18
2017/01/31 05:14 0.10
2017/01/31 05:29 0.10
2017/01/31 04:14 0.23
2017/01/31 04:29 0.20
2017/01/31 04:44 0.18
2017/01/31 07:14 3.37
2017/01/31 07:29 6.02
2017/01/31 07:44 7.98
2017/01/31 06:29 0.10
2017/01/31 06:44 0.10
2017/01/31 06:59 0.10
2017/01/31 05:44 0.10
2017/01/31 05:59 0.10
2017/01/31 06:14 0.10
2017/01/31 09:29 5.85
2017/01/31 09:44 5.85
2017/01/31 09:59 5.48
2017/01/31 08:44 7.01
2017/01/31 08:59 7.01
2017/01/31 09:14 6.22
2017/01/31 07:59 7.34
2017/01/31 08:14 7.01
2017/01/31 08:29 7.01
2017/01/31 11:44 0.43
2017/01/31 11:59 0.40
2017/01/31 12:14 0.40
2017/01/31 10:59 0.46
2017/01/31 11:14 0.46
2017/01/31 11:29 0.45
2017/01/31 10:14 5.13
2017/01/31 10:29 4.53
2017/01/31 10:44 1.47
2017/01/31 13:59 4.16
2017/01/31 14:14 4.18
2017/01/31 14:29 4.18
2017/01/31 13:14 3.96
2017/01/31 13:29 3.96
2017/01/31 13:44 3.96
2017/01/31 12:29 0.40
2017/01/31 12:44 0.40
2017/01/31 12:59 3.89
2017/01/31 14:44 4.60
2017/01/31 14:59 4.60
2017/01/31 15:14 4.52

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.80 119.44

1.80 119.44

1.76 112.57

1.76 112.57

1.89 132.85

1.76 112.57

1.76 112.57

1.89 132.85

1.78 58.40

1.76 23.75

1.76 23.75

1.78 11.94

1.78 2.57

1.76 2.57

1.82 2.71

1.86 2.78

1.87 2.78

1.87 2.78

1.87 2.78

1.59 2.22

1.59 2.22

1.59 2.22

1.86 2.78

1.86 2.78

1.86 2.78

1.84 2.71

1.72 2.50

1.65 2.36

1.65 2.36

1.72 2.50

1.82 2.71

1.82 2.71

1.82 2.71

1.82 2.71

1.79 2.64

1.54 2.08

1.53 2.08

1.53 2.08

1.53 2.08

1.58 2.22

1.94 2.92

2.05 3.19

2.05 3.19

1.94 2.92

1.59 2.22
2017/01/31 16:14 4.40
2017/01/31 16:29 4.71
2017/01/31 16:44 4.40
2017/01/31 15:29 4.52
2017/01/31 15:44 4.52
2017/01/31 15:59 4.40
2017/01/31 18:29 0.10
2017/01/31 18:44 0.10
2017/01/31 18:59 0.10
2017/01/31 17:44 0.93
2017/01/31 17:59 0.93
2017/01/31 18:14 0.46
2017/01/31 16:59 4.40
2017/01/31 17:14 4.71
2017/01/31 17:29 2.25
2017/01/31 20:44 0.10
2017/01/31 20:59 0.10
2017/01/31 21:14 0.10
2017/01/31 19:59 0.10
2017/01/31 20:14 0.10
2017/01/31 20:29 0.10
2017/01/31 19:14 0.10
2017/01/31 19:29 0.10
2017/01/31 19:44 0.10
2017/01/31 22:59 0.10
2017/01/31 23:14 0.10
2017/01/31 23:29 0.10
2017/01/31 22:14 0.10
2017/01/31 22:29 0.10
2017/01/31 22:44 0.10
2017/01/31 21:29 0.10
2017/01/31 21:44 0.10
2017/01/31 21:59 0.10
2017/02/01 01:14 0.10
2017/02/01 01:29 0.10
2017/02/01 01:44 0.10
2017/02/01 00:29 0.10
2017/02/01 00:44 0.10
2017/02/01 00:59 0.10
2017/01/31 23:44 0.10
2017/01/31 23:59 0.10
2017/02/01 00:14 0.10
2017/02/01 01:59 0.10
2017/02/01 02:14 0.10
2017/02/01 02:29 0.10

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.54 2.08

1.50 2.01

1.47 1.94

1.47 1.94

1.47 1.94

1.47 1.94

1.47 1.94

1.48 2.01

1.48 2.01

1.48 2.01

1.47 1.94

1.47 1.94

1.47 1.94

1.48 2.01

1.73 2.50

1.75 2.57

1.80 2.64

1.80 2.64

1.80 2.64

1.83 2.71

2.00 3.06

1.98 2.99

1.98 2.99

1.98 2.99

1.87 2.78

1.87 2.78

1.87 2.78

2.18 3.47

2.19 3.47

2.26 3.61

2.26 3.61

2.18 3.47

2.08 3.26

1.98 2.99

1.98 9.93

2.08 9.58

2.16 22.22

2.16 24.93

2.39 25.49

2.16 24.93

2.16 27.71

2.41 138.33

2.46 160.56

2.37 173.61

2.37 173.61
2017/02/01 03:29 0.10
2017/02/01 03:44 0.10
2017/02/01 03:59 0.10
2017/02/01 02:44 0.10
2017/02/01 02:59 0.10
2017/02/01 03:14 0.10
2017/02/01 05:44 0.10
2017/02/01 05:59 0.10
2017/02/01 06:14 0.10
2017/02/01 04:59 0.10
2017/02/01 05:14 0.10
2017/02/01 05:29 0.10
2017/02/01 04:14 0.10
2017/02/01 04:29 0.10
2017/02/01 04:44 0.10
2017/02/01 07:59 0.10
2017/02/01 08:14 0.10
2017/02/01 08:29 0.10
2017/02/01 07:14 0.10
2017/02/01 07:29 0.10
2017/02/01 07:44 0.10
2017/02/01 06:29 0.10
2017/02/01 06:44 0.10
2017/02/01 06:59 0.10
2017/02/01 10:14 0.10
2017/02/01 10:29 0.10
2017/02/01 10:44 0.10
2017/02/01 09:29 0.10
2017/02/01 09:44 0.10
2017/02/01 09:59 0.10
2017/02/01 08:44 0.10
2017/02/01 08:59 0.10
2017/02/01 09:14 0.10
2017/02/01 12:29 0.73
2017/02/01 12:44 0.81
2017/02/01 12:59 3.47
2017/02/01 11:44 0.65
2017/02/01 11:59 0.73
2017/02/01 12:14 0.65
2017/02/01 10:59 0.10
2017/02/01 11:14 0.33
2017/02/01 11:29 0.30
2017/02/01 13:14 3.93
2017/02/01 13:29 4.46
2017/02/01 13:44 4.46

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.37 173.61

1.78 84.51

1.78 84.51

1.73 79.79

1.69 77.08

1.69 80.14

1.76 106.53

1.76 110.62

1.76 110.62

1.89 131.74

1.96 146.11

1.96 148.06

1.96 148.06

1.82 131.60

1.79 127.15

1.79 19.17

1.82 19.58

1.84 20.00

1.87 20.42

1.98 22.15

2.19 20.62

2.19 19.24

2.19 19.17

2.00 15.14

1.89 13.19

1.89 13.19

1.89 13.19

2.04 15.83

2.07 16.39

2.07 3.19

2.04 3.12

1.82 2.71

1.82 2.71

1.82 2.71

2.04 3.12

2.04 3.12

2.04 3.12

1.96 2.99

1.96 2.99

1.89 2.85

1.86 2.78

1.73 2.50

1.61 2.22

1.61 2.22

1.61 2.22
2017/02/01 14:44 3.19
2017/02/01 14:59 3.19
2017/02/01 15:14 3.32
2017/02/01 13:59 4.46
2017/02/01 14:14 3.27
2017/02/01 14:29 3.27
2017/02/01 16:59 4.99
2017/02/01 17:14 4.92
2017/02/01 17:29 4.86
2017/02/01 16:14 4.67
2017/02/01 16:29 4.92
2017/02/01 16:44 4.99
2017/02/01 15:29 4.16
2017/02/01 15:44 4.32
2017/02/01 15:59 4.32
2017/02/01 19:14 0.55
2017/02/01 19:29 0.55
2017/02/01 19:44 0.50
2017/02/01 18:29 0.73
2017/02/01 18:44 0.73
2017/02/01 18:59 0.59
2017/02/01 17:44 0.73
2017/02/01 17:59 0.73
2017/02/01 18:14 0.73
2017/02/01 21:29 0.10
2017/02/01 21:44 0.10
2017/02/01 21:59 0.10
2017/02/01 20:44 0.50
2017/02/01 20:59 0.51
2017/02/01 21:14 0.10
2017/02/01 19:59 0.47
2017/02/01 20:14 0.47
2017/02/01 20:29 0.47
2017/02/01 23:44 0.10
2017/02/01 23:59 0.10
2017/02/02 00:14 0.10
2017/02/01 22:59 0.10
2017/02/01 23:14 0.10
2017/02/01 23:29 0.10
2017/02/01 22:14 0.10
2017/02/01 22:29 0.10
2017/02/01 22:44 0.10
2017/02/02 00:29 0.10
2017/02/02 00:44 0.10
2017/02/02 00:59 0.10

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.82 2.71

1.98 2.99

1.98 2.99

1.82 2.71

1.71 2.43

1.66 2.36

1.53 2.08

1.46 1.94

1.46 1.94

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.44 1.94

1.46 1.94

1.46 1.94

1.48 2.01

1.48 2.01

1.55 2.15

1.54 2.08

1.54 2.08

1.64 2.29

1.64 2.29

1.64 2.29

1.66 2.36

1.71 2.43

1.71 2.43

1.71 2.43

2.04 9.86

2.04 9.86

2.04 10.76

2.04 9.65

2.04 9.86

2.04 9.86

2.03 10.62

2.00 150.14

1.86 150.28

2.03 169.65

1.86 135.56

1.79 20.49

1.79 16.46

1.75 15.49

1.75 15.49
2017/02/02 01:59 0.10
2017/02/02 02:14 0.10
2017/02/02 02:29 0.10
2017/02/02 01:14 0.10
2017/02/02 01:29 0.10
2017/02/02 01:44 0.10
2017/02/02 04:14 0.10
2017/02/02 04:29 0.10
2017/02/02 04:44 0.10
2017/02/02 03:29 0.10
2017/02/02 03:44 0.10
2017/02/02 03:59 0.10
2017/02/02 02:44 0.10
2017/02/02 02:59 0.10
2017/02/02 03:14 0.10
2017/02/02 06:29 0.10
2017/02/02 06:44 0.10
2017/02/02 06:59 0.10
2017/02/02 05:44 0.10
2017/02/02 05:59 0.10
2017/02/02 06:14 0.10
2017/02/02 04:59 0.10
2017/02/02 05:14 0.10
2017/02/02 05:29 0.10
2017/02/02 08:44 0.31
2017/02/02 08:59 0.31
2017/02/02 09:14 0.34
2017/02/02 07:59 0.10
2017/02/02 08:14 0.10
2017/02/02 08:29 0.10
2017/02/02 07:14 0.10
2017/02/02 07:29 0.10
2017/02/02 07:44 0.10
2017/02/02 10:59 5.44
2017/02/02 11:14 4.91
2017/02/02 11:29 0.78
2017/02/02 10:14 0.34
2017/02/02 10:29 4.91
2017/02/02 10:44 5.44
2017/02/02 09:29 0.31
2017/02/02 09:44 0.31
2017/02/02 09:59 0.31
2017/02/02 11:44 0.63
2017/02/02 11:59 0.61
2017/02/02 12:14 0.61

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.79 16.46

1.78 16.32

1.78 16.32

1.78 16.32

1.65 13.68

1.65 13.68

1.65 13.68

1.90 78.89

1.90 78.89

1.93 169.65

2.07 189.10

2.07 184.24

2.04 6.04

2.07 184.24

2.04 7.22

1.93 5.62

1.71 4.10

1.71 4.10

1.71 4.10

1.79 4.65

1.79 4.65

1.79 4.65

1.79 4.65

1.79 2.64

1.79 2.64

1.93 2.92

2.01 3.06

2.01 3.06

2.01 3.06

1.93 2.92

1.93 2.92

1.80 2.64

1.80 2.64

1.80 2.64

1.76 2.57

1.61 2.22

1.61 2.22

1.61 2.22

1.98 2.99

1.98 2.99

1.98 10.90

1.98 27.43

1.98 28.47

2.00 29.72

2.00 26.60
2017/02/02 13:14 0.63
2017/02/02 13:29 0.59
2017/02/02 13:44 0.59
2017/02/02 12:29 0.63
2017/02/02 12:44 0.63
2017/02/02 12:59 0.63
2017/02/02 15:29 0.19
2017/02/02 15:44 5.74
2017/02/02 15:59 0.23
2017/02/02 14:44 5.83
2017/02/02 14:59 5.89
2017/02/02 15:14 5.74
2017/02/02 13:59 0.59
2017/02/02 14:14 2.77
2017/02/02 14:29 2.77
2017/02/02 17:44 0.18
2017/02/02 17:59 0.18
2017/02/02 18:14 0.10
2017/02/02 16:59 0.17
2017/02/02 17:14 0.18
2017/02/02 17:29 0.18
2017/02/02 16:14 0.19
2017/02/02 16:29 0.17
2017/02/02 16:44 0.17
2017/02/02 19:59 0.10
2017/02/02 20:14 0.10
2017/02/02 20:29 0.10
2017/02/02 19:14 0.10
2017/02/02 19:29 0.10
2017/02/02 19:44 0.10
2017/02/02 18:29 0.10
2017/02/02 18:44 0.10
2017/02/02 18:59 0.10
2017/02/02 22:14 0.10
2017/02/02 22:29 0.36
2017/02/02 22:44 0.91
2017/02/02 21:29 0.10
2017/02/02 21:44 0.10
2017/02/02 21:59 0.10
2017/02/02 20:44 0.10
2017/02/02 20:59 0.10
2017/02/02 21:14 0.10
2017/02/02 22:59 0.94
2017/02/02 23:14 0.97
2017/02/02 23:29 0.87

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.00 28.82

2.07 30.21

2.04 27.36

2.04 27.36

2.04 24.37

2.04 22.22

2.04 22.22

2.08 23.40

2.08 23.40

2.09 23.75

2.11 24.10

2.11 24.10

2.15 9.51

2.15 3.40

2.30 3.75

2.32 3.75

2.32 3.75

2.32 3.75

2.15 21.67

2.15 23.26

2.15 24.51

2.15 16.32

2.15 21.67

1.65 13.19

1.65 13.19

1.65 13.19

1.97 22.99

1.97 22.99

1.97 24.58

1.69 19.79

1.69 19.79

1.69 19.79

1.78 21.74

1.93 24.51

2.08 27.36

2.08 27.15

2.08 26.53

2.08 26.53

2.08 24.79

1.96 22.71

1.96 22.71

1.91 24.17

1.84 23.19

1.91 25.49

1.96 26.87
2017/02/03 00:29 0.87
2017/02/03 00:44 0.77
2017/02/03 00:59 0.71
2017/02/02 23:44 0.94
2017/02/02 23:59 0.94
2017/02/03 00:14 0.87
2017/02/03 02:44 0.28
2017/02/03 02:59 0.10
2017/02/03 03:14 0.10
2017/02/03 01:59 0.73
2017/02/03 02:14 0.73
2017/02/03 02:29 0.73
2017/02/03 01:14 0.71
2017/02/03 01:29 0.72
2017/02/03 01:44 0.72
2017/02/03 04:59 0.48
2017/02/03 05:14 0.64
2017/02/03 05:29 0.56
2017/02/03 04:14 0.64
2017/02/03 04:29 0.69
2017/02/03 04:44 0.72
2017/02/03 03:29 0.10
2017/02/03 03:44 0.10
2017/02/03 03:59 0.10
2017/02/03 07:14 0.82
2017/02/03 07:29 0.82
2017/02/03 07:44 0.84
2017/02/03 06:29 0.77
2017/02/03 06:44 0.82
2017/02/03 06:59 0.82
2017/02/03 05:44 0.56
2017/02/03 05:59 0.56
2017/02/03 06:14 0.77
2017/02/03 09:29 0.76
2017/02/03 09:44 0.76
2017/02/03 09:59 0.84
2017/02/03 08:44 0.82
2017/02/03 08:59 0.82
2017/02/03 09:14 0.76
2017/02/03 07:59 0.84
2017/02/03 08:14 0.84
2017/02/03 08:29 0.84
2017/02/03 10:14 0.85
2017/02/03 10:29 0.89
2017/02/03 10:44 0.90

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.07 28.40

2.07 27.22

2.08 20.49

2.08 20.49

2.33 24.03

2.34 24.44

2.34 24.44

2.34 24.44

2.23 21.60

2.21 20.90

1.90 16.94

1.90 17.22

1.90 23.12

1.90 28.89

1.90 29.44

2.07 139.10

1.80 122.08

1.80 125.83

1.76 118.12

1.76 118.12

1.76 118.12

1.89 139.31

1.89 139.31

2.03 165.28

2.11 89.51

2.11 89.51

2.11 54.79

2.25 32.15

2.25 32.15

1.96 16.39

1.86 10.49

1.75 5.07

1.75 5.07

1.68 11.25

1.68 11.25

1.61 48.40

1.61 48.40

1.61 130.07

1.59 113.19

1.58 123.61

1.61 148.47

1.62 131.67

1.73 156.39

1.83 178.54

1.93 203.33
2017/02/03 11:44 0.63
2017/02/03 11:59 0.63
2017/02/03 12:14 0.64
2017/02/03 10:59 0.89
2017/02/03 11:14 0.85
2017/02/03 11:29 0.63
2017/02/03 13:59 0.81
2017/02/03 14:14 1.01
2017/02/03 14:29 1.03
2017/02/03 13:14 0.60
2017/02/03 13:29 0.60
2017/02/03 13:44 0.60
2017/02/03 12:29 0.64
2017/02/03 12:44 0.64
2017/02/03 12:59 0.60
2017/02/03 16:14 4.94
2017/02/03 16:29 4.94
2017/02/03 16:44 5.30
2017/02/03 15:29 4.62
2017/02/03 15:44 4.62
2017/02/03 15:59 4.62
2017/02/03 14:44 4.34
2017/02/03 14:59 4.62
2017/02/03 15:14 4.76
2017/02/03 18:29 0.38
2017/02/03 18:44 0.20
2017/02/03 18:59 0.20
2017/02/03 17:44 0.89
2017/02/03 17:59 0.89
2017/02/03 18:14 0.55
2017/02/03 16:59 2.71
2017/02/03 17:14 2.71
2017/02/03 17:29 1.66
2017/02/03 20:44 5.64
2017/02/03 20:59 6.60
2017/02/03 21:14 5.79
2017/02/03 19:59 2.15
2017/02/03 20:14 5.79
2017/02/03 20:29 5.10
2017/02/03 19:14 0.47
2017/02/03 19:29 0.47
2017/02/03 19:44 2.15
2017/02/03 21:29 6.25
2017/02/03 21:44 6.60
2017/02/03 21:59 6.99

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.93 203.33

1.93 203.33

1.82 176.18

1.80 88.40

1.73 22.71

1.80 11.60

1.80 11.60

1.89 2.85

1.94 2.92

1.94 2.92

1.89 2.85

1.86 2.78

1.86 2.78

1.82 2.71

1.82 2.71

1.76 2.57

1.75 2.57

1.58 2.22

1.57 2.15

1.53 2.08

1.48 2.01

1.46 1.94

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.44 1.94

1.44 1.94

1.47 1.94

1.51 2.08

1.94 2.92

1.94 2.92

1.94 2.92

1.90 2.85

1.50 2.01

1.50 2.01

1.50 2.01

1.84 2.71

1.84 2.71
2017/02/03 22:59 3.35
2017/02/03 23:14 0.91
2017/02/03 23:29 0.44
2017/02/03 22:14 6.99
2017/02/03 22:29 6.99
2017/02/03 22:44 6.59
2017/02/04 01:14 0.10
2017/02/04 01:29 0.10
2017/02/04 01:44 0.10
2017/02/04 00:29 0.10
2017/02/04 00:44 0.10
2017/02/04 00:59 0.10
2017/02/03 23:44 0.44
2017/02/03 23:59 0.10
2017/02/04 00:14 0.10
2017/02/04 03:29 0.10
2017/02/04 03:44 0.10
2017/02/04 03:59 0.10
2017/02/04 02:44 0.10
2017/02/04 02:59 0.10
2017/02/04 03:14 0.10
2017/02/04 01:59 0.10
2017/02/04 02:14 0.10
2017/02/04 02:29 0.10
2017/02/04 05:44 0.10
2017/02/04 05:59 0.10
2017/02/04 06:14 0.10
2017/02/04 04:59 0.10
2017/02/04 05:14 0.10
2017/02/04 05:29 0.10
2017/02/04 04:14 0.10
2017/02/04 04:29 0.10
2017/02/04 04:44 0.10
2017/02/04 07:59 0.10
2017/02/04 08:14 0.10
2017/02/04 08:29 0.10
2017/02/04 07:14 0.10
2017/02/04 07:29 0.10
2017/02/04 07:44 0.10
2017/02/04 06:29 0.10
2017/02/04 06:44 0.10
2017/02/04 06:59 0.10
2017/02/04 08:44 0.10
2017/02/04 08:59 0.10
2017/02/04 09:14 0.10

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.94 8.06

2.03 8.89

2.03 7.85

1.97 6.46

1.97 8.26

1.89 8.06

1.89 53.68

1.78 49.24

1.89 53.89

1.89 53.89

1.89 53.89

1.97 62.36

1.97 70.56

1.97 89.58

1.91 86.04

1.91 86.04

1.65 59.51

1.61 55.83

1.61 55.83

1.61 55.83

1.91 85.07

2.14 110.83

2.14 110.83

2.14 110.83

1.78 67.78

1.66 52.64

1.66 52.64

1.66 52.64

1.78 54.31

1.90 53.40

1.90 38.68

1.78 33.82

1.72 38.68

1.72 38.68

1.72 38.68

1.91 142.92

1.96 150.83

1.97 154.17

1.97 154.17

2.04 168.12

2.04 168.12

2.05 170.90

2.05 170.90

2.07 173.75

2.05 167.78
2017/02/04 10:14 0.22
2017/02/04 10:29 0.27
2017/02/04 10:44 0.29
2017/02/04 09:29 0.27
2017/02/04 09:44 0.29
2017/02/04 09:59 0.25
2017/02/04 12:29 2.35
2017/02/04 12:44 2.99
2017/02/04 12:59 2.99
2017/02/04 11:44 1.91
2017/02/04 11:59 1.91
2017/02/04 12:14 2.08
2017/02/04 10:59 1.90
2017/02/04 11:14 1.90
2017/02/04 11:29 1.91
2017/02/04 14:44 3.30
2017/02/04 14:59 3.30
2017/02/04 15:14 3.30
2017/02/04 13:59 2.48
2017/02/04 14:14 2.48
2017/02/04 14:29 2.96
2017/02/04 13:14 2.99
2017/02/04 13:29 2.55
2017/02/04 13:44 2.48
2017/02/04 16:59 1.36
2017/02/04 17:14 1.31
2017/02/04 17:29 1.56
2017/02/04 16:14 2.24
2017/02/04 16:29 2.09
2017/02/04 16:44 1.88
2017/02/04 15:29 2.61
2017/02/04 15:44 2.24
2017/02/04 15:59 2.24
2017/02/04 19:14 5.34
2017/02/04 19:29 5.34
2017/02/04 19:44 5.38
2017/02/04 18:29 5.08
2017/02/04 18:44 5.14
2017/02/04 18:59 5.14
2017/02/04 17:44 1.56
2017/02/04 17:59 1.56
2017/02/04 18:14 4.97
2017/02/04 19:59 5.38
2017/02/04 20:14 5.42
2017/02/04 20:29 5.29

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.87 145.97

1.82 139.37

1.72 126.87

1.68 121.39

1.58 114.51

1.55 107.85

1.55 127.71

1.58 114.51

1.61 119.03

1.68 132.99

1.73 143.96

1.73 143.96

1.73 143.96

1.73 143.96

1.62 59.03

1.55 19.79

1.50 4.86

1.48 2.01

1.48 2.01

1.50 2.01

1.51 2.08

1.51 2.08

1.51 2.08

1.46 1.94

1.41 1.87

1.41 1.87

1.41 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.43 1.87

1.41 1.87

1.41 1.87

1.41 1.87

1.43 1.87

1.43 33.19

1.43 95.97

1.44 104.58

1.44 101.81

1.47 101.74

1.50 107.50
2017/02/04 21:29 5.08
2017/02/04 21:44 5.22
2017/02/04 21:59 5.05
2017/02/04 20:44 5.24
2017/02/04 20:59 5.20
2017/02/04 21:14 5.13
2017/02/04 23:44 5.75
2017/02/04 23:59 5.75
2017/02/05 00:14 2.60
2017/02/04 22:59 5.57
2017/02/04 23:14 5.75
2017/02/04 23:29 5.75
2017/02/04 22:14 5.98
2017/02/04 22:29 5.22
2017/02/04 22:44 5.29
2017/02/05 01:59 0.10
2017/02/05 02:14 0.10
2017/02/05 02:29 0.10
2017/02/05 01:14 0.10
2017/02/05 01:29 0.10
2017/02/05 01:44 0.10
2017/02/05 00:29 0.93
2017/02/05 00:44 0.24
2017/02/05 00:59 0.10
2017/02/05 04:14 0.10
2017/02/05 04:29 0.10
2017/02/05 04:44 0.10
2017/02/05 03:29 0.10
2017/02/05 03:44 0.10
2017/02/05 03:59 0.10
2017/02/05 02:44 0.10
2017/02/05 02:59 0.10
2017/02/05 03:14 0.10
2017/02/05 06:29 1.75
2017/02/05 06:44 5.07
2017/02/05 06:59 5.44
2017/02/05 05:44 0.10
2017/02/05 05:59 0.10
2017/02/05 06:14 0.10
2017/02/05 04:59 0.10
2017/02/05 05:14 0.10
2017/02/05 05:29 0.10
2017/02/05 07:14 5.30
2017/02/05 07:29 5.15
2017/02/05 07:44 5.30

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.50 107.50

1.50 107.50

1.51 109.58

1.57 118.54

2.22 275.00

2.26 287.50

2.50 171.94

2.26 55.62

2.26 55.62

2.05 29.17

1.97 19.79

1.91 16.94

1.97 16.18

2.05 19.03

2.01 17.57

2.01 17.57

2.08 17.15

2.01 16.94

1.84 14.17

1.83 14.03

1.80 12.92

1.69 12.29

1.69 12.29

1.83 15.42

1.89 17.15

1.90 20.90

1.90 19.10

1.90 20.90

1.75 17.01

1.75 18.54

1.75 18.54

1.94 25.62

1.98 27.01

2.19 34.31

2.18 33.82

2.18 33.82

2.18 33.82

2.18 33.82

2.12 21.60

2.12 21.60

1.98 14.17

1.89 6.18

1.89 6.18

1.89 8.19

1.89 7.08
2017/02/05 08:44 5.48
2017/02/05 08:59 7.76
2017/02/05 09:14 7.90
2017/02/05 07:59 5.30
2017/02/05 08:14 5.30
2017/02/05 08:29 5.33
2017/02/05 10:59 0.54
2017/02/05 11:14 0.60
2017/02/05 11:29 0.57
2017/02/05 10:14 0.92
2017/02/05 10:29 0.66
2017/02/05 10:44 0.59
2017/02/05 09:29 4.11
2017/02/05 09:44 1.53
2017/02/05 09:59 1.53
2017/02/05 13:14 0.51
2017/02/05 13:29 0.51
2017/02/05 13:44 0.57
2017/02/05 12:29 0.52
2017/02/05 12:44 0.52
2017/02/05 12:59 0.49
2017/02/05 11:44 0.57
2017/02/05 11:59 0.53
2017/02/05 12:14 0.55
2017/02/05 15:29 0.73
2017/02/05 15:44 0.87
2017/02/05 15:59 0.89
2017/02/05 14:44 0.73
2017/02/05 14:59 0.67
2017/02/05 15:14 0.73
2017/02/05 13:59 0.61
2017/02/05 14:14 0.73
2017/02/05 14:29 0.67
2017/02/05 17:44 0.65
2017/02/05 17:59 0.47
2017/02/05 18:14 0.22
2017/02/05 16:59 0.98
2017/02/05 17:14 0.98
2017/02/05 17:29 0.65
2017/02/05 16:14 0.99
2017/02/05 16:29 0.98
2017/02/05 16:44 0.98
2017/02/05 18:29 0.22
2017/02/05 18:44 0.29
2017/02/05 18:59 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.91 7.85

1.91 7.22

1.91 7.22

1.82 6.32

1.82 6.32

1.82 6.32

1.93 7.29

2.00 7.99

2.04 8.19

2.14 8.47

2.14 4.93

2.04 4.51

1.96 3.89

1.96 3.89

1.96 3.89

1.96 3.89

2.09 4.58

2.11 4.65

2.11 4.65

2.11 3.33

2.11 3.33

2.08 3.26

1.94 2.92

1.87 2.78

1.51 2.08

1.51 2.08

1.50 2.01

1.48 2.01

1.48 2.01

1.47 1.94

1.46 1.94

1.47 12.57

1.47 12.57

1.47 15.21

1.47 16.60

1.82 20.42

1.82 20.56

1.86 21.81

1.87 23.06

1.87 23.06

1.80 21.87

1.76 21.18

1.68 18.06

1.68 18.06

1.68 18.06
2017/02/05 19:59 0.24
2017/02/05 20:14 0.24
2017/02/05 20:29 0.24
2017/02/05 19:14 0.27
2017/02/05 19:29 0.25
2017/02/05 19:44 0.25
2017/02/05 22:14 0.13
2017/02/05 22:29 0.13
2017/02/05 22:44 0.13
2017/02/05 21:29 0.25
2017/02/05 21:44 0.15
2017/02/05 21:59 0.14
2017/02/05 20:44 0.25
2017/02/05 20:59 0.26
2017/02/05 21:14 0.26
2017/02/06 00:29 0.10
2017/02/06 00:44 0.10
2017/02/06 00:59 0.10
2017/02/05 23:44 0.14
2017/02/05 23:59 0.10
2017/02/06 00:14 0.10
2017/02/05 22:59 0.13
2017/02/05 23:14 0.14
2017/02/05 23:29 0.14
2017/02/06 02:44 0.10
2017/02/06 02:59 0.64
2017/02/06 03:14 0.64
2017/02/06 01:59 0.10
2017/02/06 02:14 0.10
2017/02/06 02:29 0.10
2017/02/06 01:14 0.10
2017/02/06 01:29 0.10
2017/02/06 01:44 0.10
2017/02/06 04:59 0.83
2017/02/06 05:14 0.83
2017/02/06 05:29 0.83
2017/02/06 04:14 0.77
2017/02/06 04:29 0.79
2017/02/06 04:44 0.83
2017/02/06 03:29 0.77
2017/02/06 03:44 0.84
2017/02/06 03:59 0.76
2017/02/06 05:44 0.76
2017/02/06 05:59 0.76
2017/02/06 06:14 0.76

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.21 30.69

2.32 35.00

2.32 35.00

2.37 36.18

2.40 36.74

2.40 36.74

2.40 38.40

2.40 38.40

2.40 38.40

2.32 32.29

2.29 31.74

2.29 31.74

2.29 33.19

2.29 34.37

2.26 33.82

2.26 34.24

2.26 34.24

2.26 32.99

2.19 29.17

2.15 28.19

2.15 18.19

2.15 17.57

1.97 13.89

1.97 13.89

2.08 16.04

1.97 13.89

2.04 15.28

2.04 15.56

2.04 15.56

1.90 147.36

2.04 190.21

2.09 220.00

2.12 226.32

2.12 227.01

2.12 227.01

2.11 224.93

1.82 157.08

1.82 157.08

1.82 157.08

1.93 157.85

2.05 161.67

2.05 161.67

1.93 139.86

1.78 120.62

1.68 104.65
2017/02/06 07:14 0.93
2017/02/06 07:29 0.93
2017/02/06 07:44 0.93
2017/02/06 06:29 0.87
2017/02/06 06:44 0.93
2017/02/06 06:59 0.93
2017/02/06 09:29 0.90
2017/02/06 09:44 0.93
2017/02/06 09:59 0.93
2017/02/06 08:44 0.86
2017/02/06 08:59 0.86
2017/02/06 09:14 0.86
2017/02/06 07:59 0.97
2017/02/06 08:14 0.97
2017/02/06 08:29 0.97
2017/02/06 11:44 0.52
2017/02/06 11:59 0.46
2017/02/06 12:14 0.46
2017/02/06 10:59 0.84
2017/02/06 11:14 0.83
2017/02/06 11:29 0.54
2017/02/06 10:14 0.94
2017/02/06 10:29 0.94
2017/02/06 10:44 0.91
2017/02/06 13:59 6.04
2017/02/06 14:14 6.73
2017/02/06 14:29 6.80
2017/02/06 13:14 0.49
2017/02/06 13:29 0.49
2017/02/06 13:44 5.17
2017/02/06 12:29 0.49
2017/02/06 12:44 0.46
2017/02/06 12:59 0.49
2017/02/06 16:14 5.42
2017/02/06 16:29 5.09
2017/02/06 16:44 5.09
2017/02/06 15:29 5.87
2017/02/06 15:44 5.87
2017/02/06 15:59 5.87
2017/02/06 14:44 6.82
2017/02/06 14:59 6.82
2017/02/06 15:14 6.82
2017/02/06 16:59 4.81
2017/02/06 17:14 4.66
2017/02/06 17:29 4.38

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.64 107.36

1.64 107.36

1.55 94.37

1.55 94.37

1.68 114.24

1.91 157.15

2.00 174.17

2.05 181.04

2.05 181.04

2.00 161.87

1.75 96.87

1.71 81.32

1.71 14.31

1.75 13.96

1.75 13.96

1.91 16.81

1.96 99.79

1.91 103.47

1.86 99.24

1.86 99.24

1.86 97.78

1.86 97.78

1.87 98.82

1.96 116.04

2.00 154.03

2.07 165.97

2.07 165.97

2.00 158.12

1.96 149.51

1.89 137.29

1.89 136.60

1.75 113.47

1.66 100.83

1.61 92.85

1.55 5.35

1.55 5.35

1.55 5.35

1.55 5.35

1.55 5.35

1.55 14.44

1.54 12.71

1.54 13.12

1.58 18.40

1.71 15.69

1.59 13.82
2017/02/06 18:29 4.41
2017/02/06 18:44 4.79
2017/02/06 18:59 5.46
2017/02/06 17:44 4.66
2017/02/06 17:59 4.66
2017/02/06 18:14 4.41
2017/02/06 20:44 0.58
2017/02/06 20:59 0.55
2017/02/06 21:14 0.55
2017/02/06 19:59 5.29
2017/02/06 20:14 3.83
2017/02/06 20:29 3.33
2017/02/06 19:14 5.70
2017/02/06 19:29 5.70
2017/02/06 19:44 5.70
2017/02/06 22:59 3.54
2017/02/06 23:14 3.54
2017/02/06 23:29 3.91
2017/02/06 22:14 3.59
2017/02/06 22:29 3.59
2017/02/06 22:44 3.54
2017/02/06 21:29 0.58
2017/02/06 21:44 3.36
2017/02/06 21:59 3.59
2017/02/07 01:00 4.84
2017/02/07 01:15 4.49
2017/02/07 01:30 4.27
2017/02/07 00:15 5.17
2017/02/07 00:30 5.04
2017/02/07 00:45 4.87
2017/02/06 23:44 5.04
2017/02/06 23:59 5.17
2017/02/07 00:00 5.17
2017/02/07 03:15 0.68
2017/02/07 03:30 0.60
2017/02/07 03:45 0.62
2017/02/07 02:30 0.25
2017/02/07 02:45 0.25
2017/02/07 03:00 0.25
2017/02/07 01:45 4.13
2017/02/07 02:00 0.25
2017/02/07 02:15 0.25
2017/02/07 04:00 0.84
2017/02/07 04:15 0.64
2017/02/07 04:30 0.62

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.59 13.82

1.73 14.37

1.69 13.54

1.66 13.06

1.69 13.54

1.73 14.37

1.72 13.82

1.83 16.46

1.93 18.61

2.07 20.56

2.07 24.31

2.08 29.03

2.08 29.03

2.00 25.56

1.93 24.31

1.93 24.31

1.93 24.31

1.91 24.10

1.91 24.10

1.90 23.89

1.90 23.89

1.90 23.89

2.09 29.65

2.14 30.49

2.14 30.49

2.16 15.28

2.16 14.93

2.16 14.93

1.96 11.74

2.16 15.00

2.05 12.99

2.16 15.00

2.36 18.06

2.36 18.06

2.05 7.92

1.91 148.47

1.89 132.08

1.72 105.69

1.64 102.50

1.72 115.83

1.72 115.83

1.64 102.50

1.64 102.50

1.62 100.83

1.62 100.83
2017/02/07 05:30 0.55
2017/02/07 05:45 0.56
2017/02/07 06:00 0.58
2017/02/07 04:45 0.62
2017/02/07 05:00 0.58
2017/02/07 05:15 0.56
2017/02/07 07:45 0.90
2017/02/07 08:00 0.84
2017/02/07 08:15 0.84
2017/02/07 07:00 0.64
2017/02/07 07:15 0.76
2017/02/07 07:30 0.90
2017/02/07 06:15 0.56
2017/02/07 06:30 0.61
2017/02/07 06:45 0.64
2017/02/07 10:00 0.84
2017/02/07 10:15 0.91
2017/02/07 10:30 0.91
2017/02/07 09:15 0.84
2017/02/07 09:30 0.84
2017/02/07 09:45 0.84
2017/02/07 08:30 0.84
2017/02/07 08:45 0.84
2017/02/07 09:00 0.84
2017/02/07 12:15 0.41
2017/02/07 12:30 0.44
2017/02/07 12:45 0.47
2017/02/07 11:30 0.44
2017/02/07 11:45 0.40
2017/02/07 12:00 0.44
2017/02/07 10:45 0.91
2017/02/07 11:00 0.45
2017/02/07 11:15 0.44
2017/02/07 14:30 4.68
2017/02/07 14:45 4.68
2017/02/07 15:00 4.45
2017/02/07 13:45 4.68
2017/02/07 14:00 4.27
2017/02/07 14:15 4.45
2017/02/07 13:00 0.47
2017/02/07 13:15 0.25
2017/02/07 13:30 5.16
2017/02/07 15:15 4.45
2017/02/07 15:30 4.43
2017/02/07 15:45 4.43

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.62 100.83

1.93 7.29

1.93 7.29

1.93 7.29

1.69 6.04

1.69 12.29

1.69 14.44

1.71 14.86

1.87 15.69

1.98 18.12

1.98 18.40

1.87 17.29

1.87 18.61

2.04 21.87

1.87 20.42

1.87 20.42

2.04 25.14

1.97 22.99

1.97 22.99

2.04 25.97

2.04 25.97

1.97 22.99

1.84 20.49

1.75 17.92

1.71 16.94

1.71 16.94

1.66 15.69

1.54 12.99

1.54 12.99

1.61 14.44

1.61 5.62

1.54 5.28

1.54 5.28

1.54 5.28

1.51 5.14

1.51 5.14

1.51 5.14

1.51 5.14

1.48 5.00

1.48 5.00

1.48 5.00

1.47 4.93

1.47 4.93

1.47 4.93

1.46 4.86
2017/02/07 16:45 0.25
2017/02/07 17:00 0.25
2017/02/07 17:15 0.51
2017/02/07 16:00 4.43
2017/02/07 16:15 0.25
2017/02/07 16:30 0.25
2017/02/07 19:00 0.67
2017/02/07 19:15 0.70
2017/02/07 19:30 0.73
2017/02/07 18:15 0.60
2017/02/07 18:30 0.61
2017/02/07 18:45 0.62
2017/02/07 17:30 0.60
2017/02/07 17:45 0.61
2017/02/07 18:00 0.56
2017/02/07 21:15 0.77
2017/02/07 21:30 0.75
2017/02/07 21:45 0.71
2017/02/07 20:30 0.77
2017/02/07 20:45 0.83
2017/02/07 21:00 0.83
2017/02/07 19:45 0.73
2017/02/07 20:00 0.80
2017/02/07 20:15 0.77
2017/02/07 23:30 0.25
2017/02/07 23:45 0.25
2017/02/08 00:00 0.25
2017/02/07 22:45 0.61
2017/02/07 23:00 0.61
2017/02/07 23:15 0.64
2017/02/07 22:00 0.69
2017/02/07 22:15 0.69
2017/02/07 22:30 0.67
2017/02/08 01:45 0.25
2017/02/08 02:00 0.25
2017/02/08 02:15 0.25
2017/02/08 01:00 0.25
2017/02/08 01:15 0.25
2017/02/08 01:30 0.25
2017/02/08 00:15 0.25
2017/02/08 00:30 0.25
2017/02/08 00:45 0.25
2017/02/08 02:30 0.25
2017/02/08 02:45 0.25
2017/02/08 03:00 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.46 4.86

1.46 12.22

1.46 12.15

1.46 12.01

1.46 99.31

1.46 12.22

1.46 99.31

1.51 108.89

1.51 108.89

1.51 108.89

1.48 103.75

1.48 103.75

1.48 103.75

1.76 156.46

1.83 171.81

1.89 7.08

1.89 7.08

1.96 7.43

1.96 7.43

1.98 9.17

2.04 11.94

2.19 12.57

2.04 8.61

2.04 9.58

1.86 7.57

1.86 7.57

1.86 7.57

1.76 6.60

1.76 6.60

1.94 8.33

1.94 8.33

1.76 8.96

1.98 133.82

2.01 162.08

1.98 158.96

1.69 106.74

1.68 104.72

1.54 84.17

1.54 84.17

1.54 84.17

1.98 155.62

1.98 7.57

2.03 7.78

2.03 7.78

2.07 7.99
2017/02/08 04:00 0.62
2017/02/08 04:15 5.10
2017/02/08 04:30 0.63
2017/02/08 03:15 0.25
2017/02/08 03:30 0.63
2017/02/08 03:45 0.62
2017/02/08 06:15 5.18
2017/02/08 06:30 6.12
2017/02/08 06:45 6.36
2017/02/08 05:30 5.29
2017/02/08 05:45 5.18
2017/02/08 06:00 5.18
2017/02/08 04:45 5.10
2017/02/08 05:00 5.29
2017/02/08 05:15 5.29
2017/02/08 08:30 0.36
2017/02/08 08:45 0.27
2017/02/08 09:00 0.30
2017/02/08 07:45 0.25
2017/02/08 08:00 0.30
2017/02/08 08:15 0.38
2017/02/08 07:00 0.25
2017/02/08 07:15 0.25
2017/02/08 07:30 0.25
2017/02/08 10:45 0.28
2017/02/08 11:00 0.35
2017/02/08 11:15 4.42
2017/02/08 10:00 0.26
2017/02/08 10:15 0.26
2017/02/08 10:30 0.28
2017/02/08 09:15 0.27
2017/02/08 09:30 0.27
2017/02/08 09:45 0.27
2017/02/08 13:00 3.99
2017/02/08 13:15 5.14
2017/02/08 13:30 0.25
2017/02/08 12:15 4.39
2017/02/08 12:30 3.99
2017/02/08 12:45 3.99
2017/02/08 11:30 5.25
2017/02/08 11:45 5.25
2017/02/08 12:00 4.42
2017/02/08 13:45 0.25
2017/02/08 14:00 0.25
2017/02/08 14:15 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.07 7.99

2.15 8.47

2.22 8.89

2.22 8.89

2.22 8.89

2.15 9.93

2.12 10.69

2.12 11.25

2.03 9.51

2.03 9.51

2.03 9.51

1.91 8.82

1.86 8.40

1.86 7.99

1.86 139.86

2.03 160.90

2.04 164.24

2.05 165.76

2.30 220.28

2.33 223.96

2.50 246.46

2.50 242.29

2.50 222.15

1.89 102.08

1.65 72.92

1.58 65.21

1.58 65.21

1.58 65.21

1.58 65.21

1.71 78.33

1.71 6.11

1.66 5.90

1.66 5.90

1.66 5.90

1.66 5.90

1.59 5.56

1.69 6.04

1.69 6.04

1.72 6.18

1.72 6.18

1.72 6.18

1.54 5.28

1.54 5.28

1.53 5.21

1.51 5.14
2017/02/08 15:15 0.25
2017/02/08 15:30 0.25
2017/02/08 15:45 0.29
2017/02/08 14:30 0.25
2017/02/08 14:45 0.25
2017/02/08 15:00 0.25
2017/02/08 17:30 0.31
2017/02/08 17:45 0.29
2017/02/08 18:00 5.07
2017/02/08 16:45 0.31
2017/02/08 17:00 0.31
2017/02/08 17:15 0.31
2017/02/08 16:00 0.32
2017/02/08 16:15 0.34
2017/02/08 16:30 0.31
2017/02/08 19:45 5.80
2017/02/08 20:00 5.32
2017/02/08 20:15 3.62
2017/02/08 19:00 5.90
2017/02/08 19:15 5.90
2017/02/08 19:30 5.90
2017/02/08 18:15 5.16
2017/02/08 18:30 5.22
2017/02/08 18:45 5.22
2017/02/08 22:00 0.25
2017/02/08 22:15 0.25
2017/02/08 22:30 0.25
2017/02/08 21:15 2.97
2017/02/08 21:30 2.97
2017/02/08 21:45 3.21
2017/02/08 20:30 3.13
2017/02/08 20:45 2.97
2017/02/08 21:00 2.97
2017/02/09 00:15 0.25
2017/02/09 00:30 0.25
2017/02/09 00:45 0.25
2017/02/08 23:30 0.25
2017/02/08 23:45 0.25
2017/02/09 00:00 0.25
2017/02/08 22:45 0.25
2017/02/08 23:00 0.25
2017/02/08 23:15 0.25
2017/02/09 01:00 0.25
2017/02/09 01:15 0.25
2017/02/09 01:30 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.51 5.14

1.50 5.07

1.50 5.07

1.48 99.17

1.47 98.54

1.46 95.83

1.46 95.83

1.46 95.83

1.46 95.83

1.46 95.83

1.46 95.83

1.46 95.83

1.46 95.83

1.47 98.12

1.47 4.93

1.47 4.93

1.47 4.93

1.46 4.86

1.46 4.86

1.47 100.21

1.47 100.97

1.50 111.87

1.50 154.17

1.61 114.93

1.97 153.26

1.97 12.43

2.16 12.92

2.04 10.83

2.22 13.40

2.22 13.40

2.22 13.47

2.04 12.29

2.23 184.58

2.29 191.04

2.00 157.78

2.15 9.03

2.15 8.19

2.15 8.19

2.12 7.92

2.12 7.92

1.69 4.51

1.69 4.51

1.69 4.51

2.14 7.92

2.14 8.40
2017/02/09 02:30 4.95
2017/02/09 02:45 4.99
2017/02/09 03:00 4.92
2017/02/09 01:45 0.25
2017/02/09 02:00 0.25
2017/02/09 02:15 0.25
2017/02/09 04:45 4.92
2017/02/09 05:00 4.97
2017/02/09 05:15 0.25
2017/02/09 04:00 4.92
2017/02/09 04:15 4.92
2017/02/09 04:30 4.92
2017/02/09 03:15 4.92
2017/02/09 03:30 4.92
2017/02/09 03:45 4.92
2017/02/09 07:00 5.51
2017/02/09 07:15 7.60
2017/02/09 07:30 5.11
2017/02/09 06:15 0.25
2017/02/09 06:30 5.07
2017/02/09 06:45 5.11
2017/02/09 05:30 0.25
2017/02/09 05:45 0.25
2017/02/09 06:00 0.25
2017/02/09 09:15 0.38
2017/02/09 09:30 0.39
2017/02/09 09:45 5.16
2017/02/09 08:30 0.34
2017/02/09 08:45 0.38
2017/02/09 09:00 0.38
2017/02/09 07:45 5.11
2017/02/09 08:00 0.41
2017/02/09 08:15 0.38
2017/02/09 11:30 0.24
2017/02/09 11:45 0.19
2017/02/09 12:00 0.19
2017/02/09 10:45 0.24
2017/02/09 11:00 0.24
2017/02/09 11:15 0.24
2017/02/09 10:00 5.16
2017/02/09 10:15 5.16
2017/02/09 10:30 0.27
2017/02/09 12:15 0.19
2017/02/09 12:30 0.23
2017/02/09 12:45 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.14 173.33

2.16 218.40

1.93 19.86

1.93 25.49

2.16 30.00

2.40 34.65

2.40 34.31

2.40 34.31

2.07 9.10

1.90 6.87

1.78 5.62

1.78 6.25

1.78 6.25

1.86 7.01

1.90 7.36

2.01 8.47

1.90 8.68

2.11 21.94

2.11 27.57

2.11 27.57

2.14 22.36

2.14 10.35

2.03 8.82

2.07 8.54

2.05 8.40

2.05 8.40

2.07 8.54

2.07 8.54

2.05 8.40

1.80 6.67

1.73 6.04

1.73 6.04

1.59 4.93

1.57 4.72

1.57 4.72

1.57 4.72

1.54 5.28

1.54 5.28

1.66 5.90

1.78 6.46

1.98 7.57

2.00 7.64

2.00 7.64

1.98 7.57

1.61 5.62
2017/02/09 13:45 0.88
2017/02/09 14:00 0.88
2017/02/09 14:15 0.88
2017/02/09 13:00 5.16
2017/02/09 13:15 6.38
2017/02/09 13:30 0.68
2017/02/09 16:00 0.24
2017/02/09 16:15 0.25
2017/02/09 16:30 0.26
2017/02/09 15:15 0.24
2017/02/09 15:30 0.22
2017/02/09 15:45 0.24
2017/02/09 14:30 0.87
2017/02/09 14:45 0.87
2017/02/09 15:00 0.28
2017/02/09 18:15 0.31
2017/02/09 18:30 0.28
2017/02/09 18:45 0.27
2017/02/09 17:30 0.84
2017/02/09 17:45 0.84
2017/02/09 18:00 0.67
2017/02/09 16:45 0.27
2017/02/09 17:00 0.30
2017/02/09 17:15 0.67
2017/02/09 20:30 0.24
2017/02/09 20:45 0.24
2017/02/09 21:00 0.22
2017/02/09 19:45 0.27
2017/02/09 20:00 0.26
2017/02/09 20:15 0.25
2017/02/09 19:00 0.26
2017/02/09 19:15 0.26
2017/02/09 19:30 0.27
2017/02/09 22:45 0.25
2017/02/09 23:00 0.25
2017/02/09 23:15 0.25
2017/02/09 22:00 0.25
2017/02/09 22:15 0.25
2017/02/09 22:30 0.25
2017/02/09 21:15 0.22
2017/02/09 21:30 0.22
2017/02/09 21:45 0.22
2017/02/09 23:30 0.25
2017/02/09 23:45 0.25
2017/02/10 00:00 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.58 5.49

1.51 5.14

1.51 120.69

1.51 114.72

1.54 107.22

1.54 102.71

1.54 107.22

1.48 97.43

1.48 97.43

1.46 93.54

1.46 93.54

1.50 100.21

1.50 100.21

1.62 5.69

1.62 5.69

1.62 5.69

1.62 126.39

1.62 120.83

1.64 128.75

1.71 152.08

1.71 136.60

1.72 139.10

1.82 162.57

1.82 162.57

1.72 139.10

1.58 115.97

1.58 115.97

1.58 5.49

1.64 119.17

1.89 175.07

1.89 144.86

2.09 10.97

2.11 169.44

2.11 11.32

1.69 8.12

1.69 6.39

1.69 6.39

1.69 6.39

1.94 9.03

1.94 9.03

1.94 9.03

1.96 6.81

2.16 7.71

2.16 6.94

2.18 5.76
2017/02/10 01:00 5.58
2017/02/10 01:15 5.08
2017/02/10 01:30 4.87
2017/02/10 00:15 0.25
2017/02/10 00:30 0.25
2017/02/10 00:45 5.87
2017/02/10 03:15 4.94
2017/02/10 03:30 0.25
2017/02/10 03:45 0.25
2017/02/10 02:30 4.80
2017/02/10 02:45 4.80
2017/02/10 03:00 4.94
2017/02/10 01:45 5.08
2017/02/10 02:00 4.87
2017/02/10 02:15 4.87
2017/02/10 05:30 5.62
2017/02/10 05:45 6.08
2017/02/10 06:00 6.08
2017/02/10 04:45 5.59
2017/02/10 05:00 6.22
2017/02/10 05:15 5.59
2017/02/10 04:00 0.25
2017/02/10 04:15 5.55
2017/02/10 04:30 5.31
2017/02/10 07:45 5.14
2017/02/10 08:00 0.34
2017/02/10 08:15 5.14
2017/02/10 07:00 0.25
2017/02/10 07:15 5.17
2017/02/10 07:30 6.21
2017/02/10 06:15 5.62
2017/02/10 06:30 5.29
2017/02/10 06:45 5.29
2017/02/10 10:00 0.31
2017/02/10 10:15 0.31
2017/02/10 10:30 0.23
2017/02/10 09:15 0.26
2017/02/10 09:30 0.26
2017/02/10 09:45 0.31
2017/02/10 08:30 0.34
2017/02/10 08:45 0.34
2017/02/10 09:00 0.26
2017/02/10 10:45 0.23
2017/02/10 11:00 0.20
2017/02/10 11:15 0.17

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.21 5.28

2.18 4.93

2.18 4.79

1.91 3.47

1.91 3.47

1.91 3.47

1.82 19.37

1.82 19.37

1.82 19.37

1.75 18.33

1.75 18.33

1.61 15.62

1.61 17.43

1.79 22.29

1.89 23.68

1.79 20.35

1.93 24.44

1.94 24.72

1.96 22.22

2.19 23.75

2.19 23.75

2.14 22.92

2.14 27.92

2.09 27.15

2.09 27.15

2.09 22.01

2.09 22.01

1.94 19.79

1.94 20.97

1.94 22.36

1.94 22.43

1.94 22.43

1.97 23.89

1.97 25.69

1.97 27.92

1.83 128.40

1.80 129.65

1.76 125.42

1.71 116.18

1.71 19.93

1.71 19.93

1.71 19.93

1.86 24.58

1.86 24.58

1.86 24.58
2017/02/10 12:15 0.12
2017/02/10 12:30 0.12
2017/02/10 12:45 0.12
2017/02/10 11:30 0.15
2017/02/10 11:45 0.14
2017/02/10 12:00 0.14
2017/02/10 14:30 0.78
2017/02/10 14:45 0.85
2017/02/10 15:00 0.84
2017/02/10 13:45 0.72
2017/02/10 14:00 0.72
2017/02/10 14:15 0.70
2017/02/10 13:00 0.72
2017/02/10 13:15 0.72
2017/02/10 13:30 0.72
2017/02/10 16:45 0.68
2017/02/10 17:00 0.83
2017/02/10 17:15 0.83
2017/02/10 16:00 0.75
2017/02/10 16:15 0.68
2017/02/10 16:30 0.68
2017/02/10 15:15 0.78
2017/02/10 15:30 0.84
2017/02/10 15:45 0.84
2017/02/10 19:00 0.76
2017/02/10 19:15 0.76
2017/02/10 19:30 0.80
2017/02/10 18:15 0.67
2017/02/10 18:30 0.71
2017/02/10 18:45 0.76
2017/02/10 17:30 0.83
2017/02/10 17:45 0.67
2017/02/10 18:00 0.67
2017/02/10 21:15 0.81
2017/02/10 21:30 0.81
2017/02/10 21:45 0.81
2017/02/10 20:30 4.90
2017/02/10 20:45 4.90
2017/02/10 21:00 4.75
2017/02/10 19:45 0.86
2017/02/10 20:00 0.93
2017/02/10 20:15 4.75
2017/02/10 22:00 0.89
2017/02/10 22:15 0.89
2017/02/10 22:30 0.89

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.82 23.19

1.64 17.85

1.57 16.18

1.48 14.17

1.48 14.17

1.48 14.03

1.51 14.03

1.64 3.96

1.64 3.96

1.72 4.24

1.75 4.37

2.08 10.21

2.08 10.21

2.08 10.21

2.03 9.58

1.89 7.99

1.83 7.43

1.69 6.18

1.53 4.86

1.44 4.24

1.44 4.79

1.43 4.72

1.43 4.72

1.43 4.72

1.44 97.15

1.44 102.99

1.44 99.51

1.48 120.35

1.53 111.60

1.69 144.58

1.69 145.28

1.78 155.56

1.78 154.79

1.78 17.50

1.78 14.93

1.59 11.39

1.59 11.39

1.59 11.39

1.59 11.53

1.72 13.82

1.94 18.54

1.98 19.51

1.98 7.57

1.98 7.57

1.94 17.64
2017/02/10 23:30 0.71
2017/02/10 23:45 0.71
2017/02/11 00:00 0.70
2017/02/10 22:45 0.87
2017/02/10 23:00 0.78
2017/02/10 23:15 0.75
2017/02/11 01:45 0.31
2017/02/11 02:00 0.31
2017/02/11 02:15 0.31
2017/02/11 01:00 0.17
2017/02/11 01:15 0.17
2017/02/11 01:30 0.31
2017/02/11 00:15 0.68
2017/02/11 00:30 0.17
2017/02/11 00:45 0.17
2017/02/11 04:00 0.25
2017/02/11 04:15 0.25
2017/02/11 04:30 0.25
2017/02/11 03:15 0.23
2017/02/11 03:30 0.22
2017/02/11 03:45 0.25
2017/02/11 02:30 0.28
2017/02/11 02:45 0.27
2017/02/11 03:00 0.26
2017/02/11 06:15 6.01
2017/02/11 06:30 6.01
2017/02/11 06:45 5.98
2017/02/11 05:30 6.01
2017/02/11 05:45 5.36
2017/02/11 06:00 5.98
2017/02/11 04:45 5.06
2017/02/11 05:00 5.36
2017/02/11 05:15 5.18
2017/02/11 08:30 0.56
2017/02/11 08:45 0.63
2017/02/11 09:00 0.65
2017/02/11 07:45 0.51
2017/02/11 08:00 0.51
2017/02/11 08:15 0.52
2017/02/11 07:00 0.68
2017/02/11 07:15 0.58
2017/02/11 07:30 0.51
2017/02/11 09:15 0.25
2017/02/11 09:30 0.25
2017/02/11 09:45 0.60

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.94 22.50

1.91 17.99

1.91 19.17

1.91 18.26

2.00 20.35

2.00 20.35

2.00 20.35

1.93 18.68

2.03 21.04

1.93 18.68

1.93 17.92

1.93 17.92

1.84 11.94

1.75 8.75

1.75 8.75

1.75 8.75

2.23 16.18

2.44 20.21

2.44 20.21

2.44 20.21

2.33 18.06

2.33 9.51

2.30 196.53

2.29 159.17

2.14 173.06

1.90 150.56

1.72 127.36

1.68 111.25

1.68 122.99

1.71 127.85

1.71 127.85

1.87 162.57

1.87 162.57

1.93 174.44

1.87 162.57

2.09 8.19

2.03 7.78

2.03 7.78

1.96 5.14

1.96 5.00

1.93 5.00

1.93 4.58

1.93 5.00

1.93 5.00

2.05 5.83
2017/02/11 10:45 0.63
2017/02/11 11:00 0.67
2017/02/11 11:15 0.67
2017/02/11 10:00 0.77
2017/02/11 10:15 0.62
2017/02/11 10:30 0.67
2017/02/11 13:00 0.44
2017/02/11 13:15 0.35
2017/02/11 13:30 0.35
2017/02/11 12:15 0.64
2017/02/11 12:30 0.62
2017/02/11 12:45 0.61
2017/02/11 11:30 0.67
2017/02/11 11:45 0.64
2017/02/11 12:00 0.68
2017/02/11 15:15 0.25
2017/02/11 15:30 5.26
2017/02/11 15:45 4.30
2017/02/11 14:30 0.50
2017/02/11 14:45 0.50
2017/02/11 15:00 0.48
2017/02/11 13:45 0.35
2017/02/11 14:00 0.45
2017/02/11 14:15 0.50
2017/02/11 17:30 5.23
2017/02/11 17:45 5.83
2017/02/11 18:00 5.83
2017/02/11 16:45 4.66
2017/02/11 17:00 5.15
2017/02/11 17:15 5.23
2017/02/11 16:00 5.15
2017/02/11 16:15 5.28
2017/02/11 16:30 5.15
2017/02/11 19:45 0.17
2017/02/11 20:00 0.17
2017/02/11 20:15 0.16
2017/02/11 19:00 0.25
2017/02/11 19:15 0.25
2017/02/11 19:30 0.17
2017/02/11 18:15 6.00
2017/02/11 18:30 5.83
2017/02/11 18:45 0.25
2017/02/11 20:30 0.17
2017/02/11 20:45 0.17
2017/02/11 21:00 0.18

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.05 7.08

2.05 39.72

2.07 40.07

2.07 41.81

2.21 200.49

2.25 205.83

2.25 205.83

2.25 189.93

2.14 143.47

2.11 140.83

2.11 140.83

1.76 109.24

1.58 82.92

1.55 79.17

1.53 76.04

1.53 76.04

1.55 79.17

1.55 79.17

1.57 5.42

1.66 5.90

1.66 5.90

1.79 6.53

1.90 7.15

1.90 7.15

1.96 7.43

1.90 7.15

1.90 7.15

1.78 6.46

1.78 6.46

1.55 5.35

1.47 4.93

1.46 4.86

1.46 4.86

1.46 4.86

1.46 4.86

1.46 4.86

1.51 5.14

1.51 5.14

1.59 5.56

1.62 15.00

1.76 8.26

1.93 9.79

2.01 10.62

2.08 10.90

2.09 11.04
2017/02/11 22:00 1.30
2017/02/11 22:15 5.71
2017/02/11 22:30 5.71
2017/02/11 21:15 0.22
2017/02/11 21:30 1.25
2017/02/11 21:45 1.25
2017/02/12 00:15 3.78
2017/02/12 00:30 3.70
2017/02/12 00:45 3.65
2017/02/11 23:30 4.27
2017/02/11 23:45 4.27
2017/02/12 00:00 4.27
2017/02/11 22:45 5.71
2017/02/11 23:00 5.26
2017/02/11 23:15 4.27
2017/02/12 02:30 0.25
2017/02/12 02:45 0.25
2017/02/12 03:00 0.25
2017/02/12 01:45 0.25
2017/02/12 02:00 0.25
2017/02/12 02:15 0.25
2017/02/12 01:00 3.65
2017/02/12 01:15 3.70
2017/02/12 01:30 3.70
2017/02/12 04:45 0.25
2017/02/12 05:00 0.25
2017/02/12 05:15 0.25
2017/02/12 04:00 0.25
2017/02/12 04:15 0.25
2017/02/12 04:30 0.25
2017/02/12 03:15 0.25
2017/02/12 03:30 0.25
2017/02/12 03:45 0.25
2017/02/12 07:00 0.66
2017/02/12 07:15 0.32
2017/02/12 07:30 0.34
2017/02/12 06:15 0.25
2017/02/12 06:30 0.25
2017/02/12 06:45 0.25
2017/02/12 05:30 0.25
2017/02/12 05:45 0.25
2017/02/12 06:00 0.25
2017/02/12 07:45 0.34
2017/02/12 08:00 0.34
2017/02/12 08:15 0.34

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.09 11.25

2.08 11.11

1.98 10.14

1.98 6.25

1.98 6.25

2.01 6.39

2.09 7.01

2.32 9.03

2.32 9.03

2.32 9.03

2.11 7.22

2.00 6.32

1.94 7.36

1.79 6.53

1.79 6.53

1.79 6.53

1.65 5.83

1.65 5.83

1.65 5.83

1.87 30.00

2.03 43.47

2.12 7.08

2.16 7.92

2.18 7.99

2.18 7.57

2.18 7.57

2.29 8.61

2.21 7.92

2.32 8.82

2.32 9.03

2.21 8.75

2.19 8.68

2.14 9.03

2.00 8.19

2.00 8.19

2.00 45.83

2.11 49.65

1.96 44.65

2.11 53.89

1.96 44.65

1.89 40.76

1.84 39.03

1.69 31.67

1.69 31.67

1.69 6.04
2017/02/12 09:15 0.21
2017/02/12 09:30 0.21
2017/02/12 09:45 0.21
2017/02/12 08:30 0.34
2017/02/12 08:45 0.34
2017/02/12 09:00 0.34
2017/02/12 11:30 0.25
2017/02/12 11:45 0.25
2017/02/12 12:00 0.25
2017/02/12 10:45 0.24
2017/02/12 11:00 0.22
2017/02/12 11:15 0.21
2017/02/12 10:00 0.22
2017/02/12 10:15 0.24
2017/02/12 10:30 0.24
2017/02/12 13:45 0.21
2017/02/12 14:00 0.23
2017/02/12 14:15 0.23
2017/02/12 13:00 0.25
2017/02/12 13:15 1.08
2017/02/12 13:30 1.39
2017/02/12 12:15 0.25
2017/02/12 12:30 0.25
2017/02/12 12:45 0.25
2017/02/12 16:00 0.25
2017/02/12 16:15 0.25
2017/02/12 16:30 0.27
2017/02/12 15:15 0.22
2017/02/12 15:30 0.23
2017/02/12 15:45 0.24
2017/02/12 14:30 0.22
2017/02/12 14:45 0.22
2017/02/12 15:00 0.23
2017/02/12 18:15 1.50
2017/02/12 18:30 1.45
2017/02/12 18:45 1.43
2017/02/12 17:30 1.50
2017/02/12 17:45 1.50
2017/02/12 18:00 1.63
2017/02/12 16:45 0.27
2017/02/12 17:00 0.27
2017/02/12 17:15 1.50
2017/02/12 19:00 1.31
2017/02/12 19:15 1.31
2017/02/12 19:30 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.73 6.25

1.76 6.39

1.76 6.39

1.89 7.08

1.89 7.08

1.79 6.53

1.79 6.53

1.83 6.74

1.83 141.81

1.83 112.08

1.83 98.19

1.83 120.00

1.84 121.32

1.84 121.32

1.97 145.28

1.97 145.28

1.97 145.28

1.72 104.65

1.62 90.90

1.62 5.69

1.66 5.90

1.66 5.90

1.66 5.90

1.66 5.90

1.53 5.21

1.47 4.93

1.46 4.86

1.44 4.79

1.44 4.79

1.44 4.79

1.44 4.79

1.44 4.79

1.44 4.79

1.44 4.79

1.44 4.79

1.43 4.72

1.43 4.72

1.41 4.65

1.41 4.65

1.43 4.72

1.47 4.93

1.53 5.21

1.72 6.18

1.72 6.18

1.76 6.39
2017/02/12 20:30 0.25
2017/02/12 20:45 0.25
2017/02/12 21:00 0.25
2017/02/12 19:45 0.25
2017/02/12 20:00 0.25
2017/02/12 20:15 0.25
2017/02/12 22:45 4.44
2017/02/12 23:00 4.44
2017/02/12 23:15 4.85
2017/02/12 22:00 4.15
2017/02/12 22:15 3.63
2017/02/12 22:30 4.44
2017/02/12 21:15 0.25
2017/02/12 21:30 0.25
2017/02/12 21:45 5.25
2017/02/13 01:00 0.25
2017/02/13 01:15 0.25
2017/02/13 01:30 0.25
2017/02/13 00:15 3.99
2017/02/13 00:30 0.25
2017/02/13 00:45 0.25
2017/02/12 23:30 4.85
2017/02/12 23:45 4.85
2017/02/13 00:00 4.23
2017/02/13 03:15 0.25
2017/02/13 03:30 0.25
2017/02/13 03:45 0.25
2017/02/13 02:30 0.25
2017/02/13 02:45 0.25
2017/02/13 03:00 0.25
2017/02/13 01:45 0.25
2017/02/13 02:00 0.25
2017/02/13 02:15 0.25
2017/02/13 05:30 0.25
2017/02/13 05:45 0.25
2017/02/13 06:00 0.25
2017/02/13 04:45 0.25
2017/02/13 05:00 0.25
2017/02/13 05:15 0.25
2017/02/13 04:00 0.25
2017/02/13 04:15 0.25
2017/02/13 04:30 0.25
2017/02/13 06:15 0.25
2017/02/13 06:30 0.25
2017/02/13 06:45 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.76 6.39

1.76 6.39

1.72 6.18

1.72 6.18

1.72 6.18

1.73 19.79

1.73 18.40

1.96 27.36

2.08 25.97

2.11 26.46

2.18 28.61

2.18 28.96

2.18 28.61

2.18 28.61

2.04 24.72

2.04 24.72

1.98 7.57

1.98 7.57

1.98 7.57

2.01 7.71

1.96 14.93

2.01 17.50

2.01 15.90

1.97 15.35

1.97 15.42

2.03 17.36

2.03 17.36

2.12 56.11

2.12 56.11

2.03 52.50

2.03 52.50

1.93 46.39

1.62 30.07

1.62 30.07

1.62 30.07

1.86 41.74

1.86 6.87

2.14 8.40

1.86 19.31

1.82 16.94

1.79 52.43

1.82 55.49

1.82 53.54

1.79 52.43

1.84 54.72
2017/02/13 07:45 0.25
2017/02/13 08:00 0.25
2017/02/13 08:15 0.79
2017/02/13 07:00 0.25
2017/02/13 07:15 0.25
2017/02/13 07:30 0.25
2017/02/13 10:00 0.83
2017/02/13 10:15 0.83
2017/02/13 10:30 0.79
2017/02/13 09:15 0.80
2017/02/13 09:30 0.83
2017/02/13 09:45 0.84
2017/02/13 08:30 0.74
2017/02/13 08:45 0.92
2017/02/13 09:00 0.80
2017/02/13 12:15 0.57
2017/02/13 12:30 0.51
2017/02/13 12:45 0.51
2017/02/13 11:30 0.25
2017/02/13 11:45 0.25
2017/02/13 12:00 0.50
2017/02/13 10:45 0.79
2017/02/13 11:00 0.25
2017/02/13 11:15 0.25
2017/02/13 14:30 1.68
2017/02/13 14:45 1.60
2017/02/13 15:00 1.32
2017/02/13 13:45 1.68
2017/02/13 14:00 1.68
2017/02/13 14:15 1.68
2017/02/13 13:00 0.51
2017/02/13 13:15 0.56
2017/02/13 13:30 0.56
2017/02/13 16:45 0.63
2017/02/13 17:00 2.00
2017/02/13 17:15 2.08
2017/02/13 16:00 0.25
2017/02/13 16:15 0.25
2017/02/13 16:30 0.70
2017/02/13 15:15 1.32
2017/02/13 15:30 1.32
2017/02/13 15:45 1.51
2017/02/13 17:30 2.00
2017/02/13 17:45 2.00
2017/02/13 18:00 2.00

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.93 45.28

2.00 38.06

2.00 37.78

2.00 37.78

1.97 36.53

1.97 36.53

1.97 36.53

1.97 36.67

1.97 36.67

1.97 36.67

1.84 20.83

1.80 18.06

1.80 18.06

1.80 18.06

1.90 19.93

1.90 19.93

1.90 19.93

1.75 16.18

1.75 16.18

1.75 16.18

2.05 23.89

2.12 168.06

2.12 168.06

2.12 168.06

2.12 168.06

2.15 173.54

2.22 188.75

2.22 188.75

2.22 188.75

2.01 148.96

1.83 6.74

1.83 6.74

1.83 6.74

1.87 6.94

1.87 6.94

1.87 6.94

1.79 6.53

1.79 6.53

1.79 6.53

1.66 5.90

1.66 5.90

1.66 5.90

1.51 5.14

1.47 4.93

1.46 4.86
2017/02/13 19:00 1.24
2017/02/13 19:15 1.22
2017/02/13 19:30 1.22
2017/02/13 18:15 1.56
2017/02/13 18:30 1.25
2017/02/13 18:45 1.24
2017/02/13 21:15 0.68
2017/02/13 21:30 0.68
2017/02/13 21:45 0.70
2017/02/13 20:30 1.22
2017/02/13 20:45 0.76
2017/02/13 21:00 0.68
2017/02/13 19:45 1.22
2017/02/13 20:00 1.22
2017/02/13 20:15 1.22
2017/02/13 23:30 5.05
2017/02/13 23:45 5.05
2017/02/14 00:00 5.05
2017/02/13 22:45 0.64
2017/02/13 23:00 0.64
2017/02/13 23:15 0.75
2017/02/13 22:00 0.70
2017/02/13 22:15 0.70
2017/02/13 22:30 0.64
2017/02/14 01:45 0.25
2017/02/14 02:00 0.25
2017/02/14 02:15 0.25
2017/02/14 01:00 5.32
2017/02/14 01:15 5.32
2017/02/14 01:30 4.82
2017/02/14 00:15 5.05
2017/02/14 00:30 5.12
2017/02/14 00:45 5.32
2017/02/14 04:00 0.25
2017/02/14 04:15 0.25
2017/02/14 04:30 0.25
2017/02/14 03:15 0.25
2017/02/14 03:30 0.25
2017/02/14 03:45 0.25
2017/02/14 02:30 0.25
2017/02/14 02:45 0.25
2017/02/14 03:00 0.25
2017/02/14 04:45 0.25
2017/02/14 05:00 0.25
2017/02/14 05:15 0.25

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.44 4.79

1.46 4.86

1.44 4.79

1.44 4.79

1.41 4.65

1.41 4.65

1.41 4.65

1.96 7.43

2.01 7.71

2.21 8.82

2.21 14.86

2.23 19.93

2.21 16.39

2.09 12.92

1.91 12.15

1.96 12.85

1.96 12.85

1.96 12.85

2.19 16.87

2.19 16.87

2.19 16.87

2.07 13.96

2.07 12.71

1.97 11.87

1.84 9.51

1.73 8.19

1.73 8.19

1.73 8.19

1.78 8.54

1.82 9.03

2.08 12.57

2.08 8.12

2.08 8.12

2.08 10.69

1.79 8.19

1.79 8.75

1.79 94.24

1.79 8.75

1.82 96.32

2.03 149.03

2.03 149.03

2.03 149.03

1.86 119.65

1.84 117.50

1.84 117.50
2017/02/14 06:15 0.25
2017/02/14 06:30 0.25
2017/02/14 06:45 0.25
2017/02/14 05:30 0.25
2017/02/14 05:45 0.25
2017/02/14 06:00 0.25
2017/02/14 08:30 0.47
2017/02/14 08:45 0.40
2017/02/14 09:00 0.42
2017/02/14 07:45 0.25
2017/02/14 08:00 0.42
2017/02/14 08:15 0.56
2017/02/14 07:00 0.25
2017/02/14 07:15 0.25
2017/02/14 07:30 0.25
2017/02/14 10:45 0.43
2017/02/14 11:00 0.40
2017/02/14 11:15 0.40
2017/02/14 10:00 0.48
2017/02/14 10:15 0.48
2017/02/14 10:30 0.48
2017/02/14 09:15 0.43
2017/02/14 09:30 0.43
2017/02/14 09:45 0.43
2017/02/14 13:00 0.39
2017/02/14 13:15 0.25
2017/02/14 13:30 0.25
2017/02/14 12:15 0.33
2017/02/14 12:30 0.33
2017/02/14 12:45 0.34
2017/02/14 11:30 0.35
2017/02/14 11:45 0.33
2017/02/14 12:00 0.33
2017/02/14 15:15 4.78
2017/02/14 15:30 4.78
2017/02/14 15:45 4.78
2017/02/14 14:30 3.60
2017/02/14 14:45 0.34
2017/02/14 15:00 3.60
2017/02/14 13:45 0.33
2017/02/14 14:00 0.31
2017/02/14 14:15 0.34
2017/02/14 16:00 4.33
2017/02/14 16:15 4.30
2017/02/14 16:30 4.30

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.86 119.65

2.12 164.65

2.12 8.33

2.12 8.33

2.14 8.40

2.14 8.40

2.07 7.99

2.08 8.12

2.08 8.12

2.04 7.85

2.03 7.78

1.97 7.50

1.91 7.22

1.80 6.60

1.91 7.22

1.80 6.60

1.80 6.60

1.80 6.60

1.69 6.04

1.69 6.04

1.69 6.04

1.69 6.04

1.98 7.57

2.00 7.64

2.08 8.12

2.08 8.12

2.19 8.68

2.22 8.89

2.08 8.12

2.04 7.85

1.96 7.43

1.93 7.29

1.93 7.29

1.93 7.29

1.93 7.29

1.93 7.29

1.91 7.22

1.89 146.25

1.86 143.19

1.84 141.74

1.84 141.81

1.84 141.74

1.84 141.81

1.84 141.81

1.86 144.17
2017/02/14 17:30 0.25
2017/02/14 17:45 0.25
2017/02/14 18:00 0.25
2017/02/14 16:45 4.33
2017/02/14 17:00 4.95
2017/02/14 17:15 0.25
2017/02/14 19:45 0.25
2017/02/14 20:00 0.25
2017/02/14 20:15 0.25
2017/02/14 19:00 0.25
2017/02/14 19:15 0.25
2017/02/14 19:30 0.25
2017/02/14 18:15 0.25
2017/02/14 18:30 0.25
2017/02/14 18:45 0.25
2017/02/14 22:00 0.25
2017/02/14 22:15 0.25
2017/02/14 22:30 0.25
2017/02/14 21:15 0.25
2017/02/14 21:30 0.25
2017/02/14 21:45 0.25
2017/02/14 20:30 0.25
2017/02/14 20:45 0.25
2017/02/14 21:00 0.25
2017/02/15 00:15 0.25
2017/02/15 00:30 0.25
2017/02/15 00:45 0.25
2017/02/14 23:30 0.25
2017/02/14 23:45 0.25
2017/02/15 00:00 0.25
2017/02/14 22:45 0.25
2017/02/14 23:00 0.25
2017/02/14 23:15 0.25
2017/02/15 02:30 5.19
2017/02/15 02:45 5.19
2017/02/15 03:00 5.19
2017/02/15 01:45 0.25
2017/02/15 02:00 5.19
2017/02/15 02:15 5.19
2017/02/15 01:00 0.25
2017/02/15 01:15 0.25
2017/02/15 01:30 0.25
2017/02/15 03:15 5.19
2017/02/15 03:30 5.19
2017/02/15 03:45 5.22

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.87 146.81

1.87 146.81

1.87 146.81

1.87 6.94

1.89 7.08

1.89 7.08

1.89 7.08

1.89 7.08

1.89 7.08

1.89 7.08

1.91 7.22

1.91 151.87

1.91 129.03

2.19 191.94

2.19 185.69

2.21 187.29

2.21 187.29

2.21 187.29

2.19 179.37

2.15 159.93

2.14 7.15

2.14 7.08

2.14 6.94

1.91 5.35

1.89 5.21

1.89 5.21

1.89 5.07

1.83 4.72

1.89 5.07

1.94 5.42

1.83 5.35

2.12 6.74

2.12 8.19

2.05 15.35

2.05 16.67

2.05 20.97

2.00 24.24

2.00 24.86

2.07 27.01

2.00 25.76

2.00 25.76

1.87 21.94

1.68 16.60

1.68 16.60

1.68 16.60
2017/02/15 04:45 0.25
2017/02/15 05:00 0.25
2017/02/15 05:15 0.25
2017/02/15 04:00 5.26
2017/02/15 04:15 5.26
2017/02/15 04:30 5.26
2017/02/15 07:00 4.48
2017/02/15 07:15 5.51
2017/02/15 07:30 5.33
2017/02/15 06:15 0.25
2017/02/15 06:30 0.25
2017/02/15 06:45 5.28
2017/02/15 05:30 0.25
2017/02/15 05:45 0.25
2017/02/15 06:00 0.25
2017/02/15 09:15 0.21
2017/02/15 09:30 0.21
2017/02/15 09:45 0.19
2017/02/15 08:30 5.15
2017/02/15 08:45 4.72
2017/02/15 09:00 0.21
2017/02/15 07:45 5.33
2017/02/15 08:00 5.33
2017/02/15 08:15 5.33
2017/02/15 11:30 0.20
2017/02/15 11:45 0.20
2017/02/15 12:00 0.25
2017/02/15 10:45 0.18
2017/02/15 11:00 0.18
2017/02/15 11:15 0.18
2017/02/15 10:00 0.18
2017/02/15 10:15 0.18
2017/02/15 10:30 0.18
2017/02/15 13:45 0.84
2017/02/15 14:00 0.84
2017/02/15 14:15 0.79
2017/02/15 13:00 0.79
2017/02/15 13:15 0.81
2017/02/15 13:30 0.84
2017/02/15 12:15 0.48
2017/02/15 12:30 0.52
2017/02/15 12:45 0.66
2017/02/15 14:30 0.70
2017/02/15 14:45 0.70
2017/02/15 15:00 0.70

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.90 22.43

2.03 7.78

2.03 7.78

2.16 8.54

2.26 9.10

2.30 9.31

2.30 9.31

2.30 9.31

2.16 8.54

2.01 7.71

1.96 7.43

2.01 7.71

2.01 7.71

2.01 7.71

2.05 115.49

2.08 122.78

2.07 105.21

2.07 93.33

2.07 105.21

1.96 91.46

1.96 91.46

1.90 85.35

1.96 91.46

1.96 91.46

1.90 85.35

1.86 6.87

1.71 6.11

1.71 6.11

1.68 15.62

1.68 21.11

1.71 19.24

1.69 122.36

1.82 23.61

1.82 126.87

1.82 135.42

1.82 135.42

1.82 132.08

1.94 139.37

1.94 137.01

1.79 111.87

1.62 87.29

1.58 81.81

1.53 75.00

1.51 73.40

1.50 71.74
2017/02/15 16:00 0.25
2017/02/15 16:15 0.25
2017/02/15 16:30 0.25
2017/02/15 15:15 0.79
2017/02/15 15:30 0.25
2017/02/15 15:45 0.25
2017/02/15 18:15 0.25
2017/02/15 18:30 0.25
2017/02/15 18:45 3.63
2017/02/15 17:30 0.25
2017/02/15 17:45 0.25
2017/02/15 18:00 0.25
2017/02/15 16:45 0.25
2017/02/15 17:00 0.25
2017/02/15 17:15 0.25
2017/02/15 20:30 3.00
2017/02/15 20:45 3.08
2017/02/15 21:00 3.08
2017/02/15 19:45 3.28
2017/02/15 20:00 3.08
2017/02/15 20:15 3.08
2017/02/15 19:00 3.79
2017/02/15 19:15 3.28
2017/02/15 19:30 2.91
2017/02/15 22:45 0.79
2017/02/15 23:00 5.06
2017/02/15 23:15 0.88
2017/02/15 22:00 0.25
2017/02/15 22:15 0.65
2017/02/15 22:30 0.88
2017/02/15 21:15 3.00
2017/02/15 21:30 0.25
2017/02/15 21:45 0.25
2017/02/16 01:00 4.28
2017/02/16 01:15 3.83
2017/02/16 01:30 3.73
2017/02/16 00:15 4.94
2017/02/16 00:30 4.74
2017/02/16 00:45 4.66
2017/02/15 23:30 4.74
2017/02/15 23:45 5.06
2017/02/16 00:00 5.06
2017/02/16 01:45 3.60
2017/02/16 02:00 3.57
2017/02/16 02:15 3.54

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.48 5.00

1.44 4.79

1.44 4.79

1.43 4.72

1.43 4.72

1.41 4.65

1.40 4.58

1.40 4.58

1.41 4.65

1.48 5.00

1.48 5.00

1.48 5.00

1.48 5.00

1.48 5.00

1.48 5.00

1.48 5.00

1.48 5.00

1.48 5.00

1.48 5.00

1.79 6.53

1.79 132.71

1.79 124.93

1.79 7.78

1.79 23.96

1.97 32.22

2.08 29.65

2.25 28.47

2.09 25.76

2.09 23.96

2.09 23.96

2.09 23.96

1.84 17.36

1.84 17.36

1.84 17.22

1.73 14.93

1.84 17.22

1.98 20.62

2.21 26.94

2.21 28.75

2.21 28.75

2.21 37.08

2.25 38.12

1.97 22.29

1.91 8.82

1.98 8.06
2017/02/16 03:15 0.25
2017/02/16 03:30 0.25
2017/02/16 03:45 0.25
2017/02/16 02:30 0.25
2017/02/16 02:45 0.25
2017/02/16 03:00 0.25
2017/02/16 05:30 0.25
2017/02/16 05:45 0.25
2017/02/16 06:00 0.25
2017/02/16 04:45 0.25
2017/02/16 05:00 0.25
2017/02/16 05:15 0.25
2017/02/16 04:00 0.25
2017/02/16 04:15 0.25
2017/02/16 04:30 0.25
2017/02/16 07:45 4.77
2017/02/16 08:00 0.30
2017/02/16 08:15 0.92
2017/02/16 07:00 0.25
2017/02/16 07:15 0.25
2017/02/16 07:30 5.07
2017/02/16 06:15 0.25
2017/02/16 06:30 0.25
2017/02/16 06:45 0.25
2017/02/16 10:00 0.73
2017/02/16 10:15 0.64
2017/02/16 10:30 0.64
2017/02/16 09:15 0.79
2017/02/16 09:30 0.73
2017/02/16 09:45 0.73
2017/02/16 08:30 1.08
2017/02/16 08:45 0.92
2017/02/16 09:00 0.79
2017/02/16 12:15 0.82
2017/02/16 12:30 1.06
2017/02/16 12:45 1.06
2017/02/16 11:30 0.68
2017/02/16 11:45 0.77
2017/02/16 12:00 0.82
2017/02/16 10:45 0.63
2017/02/16 11:00 0.60
2017/02/16 11:15 0.63
2017/02/16 13:00 0.74
2017/02/16 13:15 0.31
2017/02/16 13:30 0.27

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.91 7.43

1.73 5.76

1.89 7.08

1.91 7.43

1.90 7.22

1.89 7.08

1.90 7.22

2.05 7.92

1.91 20.28

2.05 26.39

2.05 22.99

1.96 20.62

1.96 21.46

1.96 21.46

1.96 21.46

1.94 20.42

2.01 18.12

2.01 9.17

2.11 9.58

2.01 8.47

2.01 8.47

2.05 8.75

2.01 7.36

1.91 6.46

1.80 5.56

1.80 5.14

1.61 3.82

1.58 3.68

1.53 3.40

1.53 3.40

1.53 3.40

1.53 3.40

1.46 4.86

1.46 4.86

1.46 4.86

1.73 6.25

2.05 165.49

2.05 155.83

2.05 155.83

2.05 168.19

2.05 165.49

2.12 176.25

2.21 194.37

2.21 194.37

2.21 194.37
2017/02/16 14:30 0.26
2017/02/16 14:45 0.25
2017/02/16 15:00 0.25
2017/02/16 13:45 0.26
2017/02/16 14:00 0.23
2017/02/16 14:15 0.25
2017/02/16 16:45 0.72
2017/02/16 17:00 0.72
2017/02/16 17:15 0.72
2017/02/16 16:00 0.83
2017/02/16 16:15 0.72
2017/02/16 16:30 0.69
2017/02/16 15:15 0.25
2017/02/16 15:30 0.25
2017/02/16 15:45 0.70
2017/02/16 19:00 0.27
2017/02/16 19:15 0.24
2017/02/16 19:30 0.22
2017/02/16 18:15 0.29
2017/02/16 18:30 0.27
2017/02/16 18:45 0.27
2017/02/16 17:30 0.69
2017/02/16 17:45 0.59
2017/02/16 18:00 0.30
2017/02/16 21:15 0.16
2017/02/16 21:30 0.16
2017/02/16 21:45 0.25
2017/02/16 20:30 0.17
2017/02/16 20:45 0.16
2017/02/16 21:00 0.16
2017/02/16 19:45 0.21
2017/02/16 20:00 0.19
2017/02/16 20:15 0.17
2017/02/16 23:30 5.29
2017/02/16 23:45 5.21
2017/02/17 00:00 5.29
2017/02/16 22:45 5.21
2017/02/16 23:00 4.90
2017/02/16 23:15 4.90
2017/02/16 22:00 0.25
2017/02/16 22:15 0.25
2017/02/16 22:30 0.25
2017/02/17 00:15 5.53
2017/02/17 00:30 5.53
2017/02/17 00:45 5.53

TimeStamp Level (in) Flow (gpm) Velocity (fps)

1.73 106.53

1.53 77.22

1.47 70.49

1.47 70.49

1.46 68.89

1.41 4.65

1.41 4.65

1.41 4.65

1.41 4.65

1.41 4.65

1.40 4.58

1.40 4.58

1.40 4.58

1.40 4.58

1.53 5.21

1.54 5.28

1.58 5.49

1.71 6.11

1.78 6.46

1.84 6.81

1.86 6.87

1.86 6.87

1.86 6.87

1.82 6.67

1.80 6.60

1.71 6.11

1.71 6.11

1.71 6.11

1.73 6.25

2.14 7.92

2.26 12.29

2.26 17.57

2.26 15.49

2.26 15.00

2.11 13.61

2.05 13.12

1.80 9.10

1.80 9.10

1.80 9.10

1.93 22.43

2.04 25.76

2.04 25.76
2017/02/17 01:45 3.57
2017/02/17 02:00 3.54
2017/02/17 02:15 0.25
2017/02/17 01:00 4.26
2017/02/17 01:15 3.71
2017/02/17 01:30 3.57
2017/02/17 04:00 0.25
2017/02/17 04:15 0.25
2017/02/17 04:30 0.25
2017/02/17 03:15 0.25
2017/02/17 03:30 0.25
2017/02/17 03:45 0.25
2017/02/17 02:30 0.25
2017/02/17 02:45 0.25
2017/02/17 03:00 0.25
2017/02/17 06:15 0.25
2017/02/17 06:30 0.25
2017/02/17 06:45 0.25
2017/02/17 05:30 0.25
2017/02/17 05:45 0.25
2017/02/17 06:00 0.25
2017/02/17 04:45 0.25
2017/02/17 05:00 0.25
2017/02/17 05:15 0.25
2017/02/17 08:30 0.34
2017/02/17 08:45 0.48
2017/02/17 09:00 0.43
2017/02/17 07:45 0.25
2017/02/17 08:00 0.25
2017/02/17 08:15 0.23
2017/02/17 07:00 0.25
2017/02/17 07:15 0.25
2017/02/17 07:30 0.25
2017/02/17 10:45 0.77
2017/02/17 11:00 0.82
2017/02/17 11:15 0.82
2017/02/17 10:00 0.34
2017/02/17 10:15 0.34
2017/02/17 10:30 0.34
2017/02/17 09:15 0.41
2017/02/17 09:30 0.41
2017/02/17 09:45 0.41

2017.01-02 Site 2 Powers St MH
David Evans ~1911 Powers St
Manhole in private drive aisle X
Install Date: 1/18/2017
Access: System Type:

Sanitary Storm
Map
Technology
Avg Velocity Avg Measured Level Multiplier

2.25 fps 2.5" 1
Gas
O2 H2S CO LEL

20.9 0 0 0
Notes
Could not open MH 0503, so upstream MH was
used, which had noticeable root intrusion.

Traffic Safety
No traffic near MH during installation or removal.

Land Use
Residential Commercial Industrial Trunk
X
South
Manhole Depth
15"
86"
Round
15"/15"
Fair
Brick
0 *

0.4 2-D

22.19"

7.19"
Upstream
Flow Heading
Sensor Direction
Sensor Dist. to Crown
Sensor Offset
Velocity Profile Data
Velocity Profile Taken
Silt
Manhole Material
Pipe Condition
Pipe Shape
Inner Pipe Size (In/Out)
Monitored Pipe Size
Site Report
Confidential Proprietary Information
02-15-2017
Manhole No. 0504D
Flow Meter
Meter Depth: 64"
Map Coordinates: 33.867893, -118.398648
Moderate open channel hydraulics
Sewer Plan

David Evans
2017.01-02 Site 2 Powers St MH ~1911 Powers St
Meter Site Document
Installed
Site
Installation Process
MH 0504D MH 0503
Manhole Hydraulics

Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain 1/19/17 111.37 42.29 0.16 0.25 0.06 2.04 2.61 1.05 2.30 2.65 160,369 0.76 1/20/17 125.56 31.60 0.18 0.54 0.05 2.01 3.41 0.92 2.38 3.79 180,806 1.291/21/17 100.29 27.64 0.14 0.22 0.04 1.88 2.59 0.85 2.21 2.57 144,4211/22/17 203.92 38.26 0.29 2.31 0.06 2.04 3.31 1.07 3.14 15.36 293,638 3.72 Week: 135.28 27.64 0.19 2.31 0.04 1.99 3.41 0.85 2.51 15.36 779,234 5.77 1/23/17 108.93 28.96 0.16 0.29 0.04 1.93 2.78 0.86 2.29 2.84 156,858 0.131/24/17 98.62 36.25 0.14 0.22 0.05 1.79 2.51 0.99 2.28 2.55 142,0181/25/17 97.92 37.57 0.14 0.23 0.05 1.79 2.60 0.98 2.27 2.53 141,0021/26/17 93.22 39.65 0.13 0.20 0.06 1.73 2.32 1.03 2.26 2.50 134,2391/27/17 103.44 33.12 0.15 0.27 0.05 1.87 2.75 0.90 2.27 2.69 148,954 1/28/17 99.84 39.58 0.14 0.24 0.06 1.83 2.66 1.04 2.27 2.59 143,765 1/29/17 99.43 30.83 0.14 0.23 0.04 1.83 2.60 0.91 2.24 2.55 143,175 Week: 100.20 28.96 0.14 0.29 0.04 1.82 2.78 0.86 2.27 2.84 1,010,010 0.13 1/30/17 107.53 30.07 0.15 0.27 0.04 1.91 2.73 0.86 2.29 2.73 154,844 1/31/17 102.44 36.11 0.15 0.27 0.05 1.83 2.71 0.97 2.29 2.73 147,520 2/1/17 104.58 35.83 0.15 0.26 0.05 1.88 2.64 0.97 2.29 2.75 150,5882/2/17 107.49 32.01 0.15 0.26 0.05 1.92 2.67 0.89 2.29 2.68 154,779 Report Date: 02/20/2017
Customer: David Evans Group: Hermosa Beach SiteID: 2635 Utility Systems Science and Software Flow (GPM) Flow (MGD) Velocity (FPS) Level (inches)
Statistics for 2017.01-02 Site 2 Powers St MH: 01/19/2017 thru 02/16/2017 Max Min
171.46 1.89372.29 1.69
154.93 1.64
1601.73 1.751601.73 1.64
201.87 1.66155.90 1.75159.37 1.78137.43 1.83184.79 1.78169.51 1.82161.87 1.68201.87 1.66187.15 1.72185.83 1.79182.57 1.79177.64 1.75

Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain Flow (GPM) Flow (MGD) Velocity (FPS) Level (inches)
Max Min
2/3/17 105.43 33.19 0.15 0.28 0.05 1.58 2.73 0.93 2.62 3.29 151,818 0.392/4/17 109.32 33.12 0.16 0.28 0.05 1.46 2.08 0.66 2.78 3.37 157,4142/5/17 107.26 37.08 0.15 0.28 0.05 1.31 1.99 0.72 2.98 3.80 154,448 Week: 106.29 30.07 0.15 0.28 0.04 1.70 2.73 0.66 2.51 3.80 1,071,412 0.39 2/6/17 129.56 36.11 0.19 0.37 0.05 1.74 2.87 0.79 2.79 3.26 186,569 1.432/7/17 105.49 32.78 0.15 0.25 0.05 1.49 2.10 0.66 2.73 3.19 151,909 0.642/8/17 109.93 35.00 0.16 0.27 0.05 1.57 2.42 0.80 2.69 2.96 158,302 0.072/9/17 113.67 28.61 0.16 0.28 0.04 1.36 2.07 0.60 3.01 3.58 163,681 2/10/17 110.31 34.51 0.16 0.34 0.05 1.63 2.55 0.74 2.65 3.82 158,845 0.332/11/17 98.71 33.12 0.14 0.23 0.05 1.67 2.53 0.69 2.41 2.62 142,149 0.012/12/17 106.48 34.24 0.15 0.24 0.05 1.44 2.15 0.65 2.80 3.48 153,338 Week: 110.59 28.61 0.16 0.37 0.04 1.56 2.87 0.60 2.72 3.82 1,114,792 2.48 2/13/17 110.89 35.69 0.16 0.27 0.05 1.61 2.26 0.80 2.64 3.55 159,6822/14/17 105.50 35.28 0.15 0.25 0.05 1.67 2.16 0.87 2.50 3.08 151,9272/15/17 111.64 32.78 0.16 0.26 0.05 1.72 2.34 0.78 2.54 3.02 160,7552/16/17 113.22 49.44 0.16 0.25 0.07 1.77 2.26 1.09 2.54 3.05 163,037 Week: 110.31 32.78 0.16 0.27 0.05 1.70 2.34 0.78 2.55 3.55 635,400 Totals: 110.41 27.64 0.16 2.31 0.04 1.73 3.41 0.60 2.51 15.36 4,610,849 8.77 196.53 1.73191.87 2.15195.90 2.25196.53 1.72253.96 2.07172.99 2.16185.42 2.01191.74 1.94238.89 2.09162.43 1.97167.50 2.03253.96 1.94184.65 1.98172.71 1.90183.68 1.94171.53 2.04184.65 1.90 1601.73 1.64

Level (in) Flow (gpm)

2.30 116.87

2.39 127.50

2.80 172.50

2.62 156.81

2.57 132.15

2.64 104.86

2.62 146.11

2.62 146.11

2.62 136.32

2.57 132.15

2.57 131.53

2.54 125.97

2.51 124.03

2.47 121.04

2.48 125.42

2.46 123.40

2.40 117.01

2.40 104.37

2.40 105.49

2.37 104.72

2.37 104.72

2.37 104.72

2.37 103.68

2.37 103.68

2.37 104.72

2.50 112.78

2.51 118.33

2.54 120.83

2.54 120.21

2.55 121.18

2.58 123.12

2.58 123.12

2.58 117.57

2.55 115.76

2.55 115.76

2.61 119.44

2.72 133.12

2.72 133.12

2.72 139.10
Report Date: 02/20/2017
Customer: US3
Group: Hermosa Beach
SiteID: 2635
Utility Systems Science and Software
TimeStamp Velocity (fps)
Data for 2017.01-02 Site 2 Powers St MH:
1/18/2017 thru 2/17/2017
2017/01/18 12:29 2.26
2017/01/18 12:44 2.26
2017/01/18 12:59 2.11
2017/01/18 11:44 2.43
2017/01/18 11:59 2.11
2017/01/18 12:14 1.61
2017/01/18 10:59 2.18
2017/01/18 11:14 2.26
2017/01/18 11:29 2.42
2017/01/18 14:44 2.10
2017/01/18 14:59 2.06
2017/01/18 15:14 1.83
2017/01/18 13:59 2.04
2017/01/18 14:14 2.04
2017/01/18 14:29 2.10
2017/01/18 13:14 2.11
2017/01/18 13:29 2.10
2017/01/18 13:44 2.04
2017/01/18 16:59 1.87
2017/01/18 17:14 1.87
2017/01/18 17:29 1.95
2017/01/18 16:14 1.87
2017/01/18 16:29 1.85
2017/01/18 16:44 1.85
2017/01/18 15:29 1.85
2017/01/18 15:44 1.87
2017/01/18 15:59 1.87
2017/01/18 19:14 1.86
2017/01/18 19:29 1.86
2017/01/18 19:44 1.86
2017/01/18 18:29 1.95
2017/01/18 18:44 1.95
2017/01/18 18:59 1.86
2017/01/18 17:44 1.96
2017/01/18 17:59 1.95
2017/01/18 18:14 1.95
2017/01/18 19:59 1.95
2017/01/18 20:14 1.95
2017/01/18 20:29 2.04

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.72 150.07

2.72 150.07

2.54 139.65

2.48 135.28

2.48 135.28

2.48 135.28

2.53 126.60

2.53 125.76

2.53 126.60

2.53 117.01

2.53 114.93

2.44 108.06

2.41 102.57

2.32 92.78

2.29 91.18

2.21 76.94

2.08 68.96

2.03 66.04

2.01 59.86

2.00 58.26

1.98 56.87

1.98 55.49

1.98 46.94

1.89 42.29

1.89 42.29

1.89 42.29

2.01 47.92

2.01 52.71

1.98 51.67

1.98 57.64

1.98 57.64

1.98 62.36

1.98 65.49

1.98 66.60

2.32 101.87

2.32 104.10

2.32 104.10

2.32 104.10

2.21 96.94

2.19 90.49

2.19 90.49

2.19 90.49

2.21 91.32

2.39 116.67

2.47 142.85
2017/01/18 21:29 2.26
2017/01/18 21:44 2.26
2017/01/18 21:59 2.26
2017/01/18 20:44 2.20
2017/01/18 20:59 2.20
2017/01/18 21:14 2.26
2017/01/18 23:44 1.79
2017/01/18 23:59 1.72
2017/01/19 00:14 1.72
2017/01/18 22:59 1.91
2017/01/18 23:14 1.88
2017/01/18 23:29 1.85
2017/01/18 22:14 2.07
2017/01/18 22:29 2.05
2017/01/18 22:44 2.07
2017/01/19 01:59 1.29
2017/01/19 02:14 1.09
2017/01/19 02:29 1.05
2017/01/19 01:14 1.36
2017/01/19 01:29 1.34
2017/01/19 01:44 1.32
2017/01/19 00:29 1.53
2017/01/19 00:44 1.49
2017/01/19 00:59 1.48
2017/01/19 04:14 1.34
2017/01/19 04:29 1.45
2017/01/19 04:44 1.52
2017/01/19 03:29 1.20
2017/01/19 03:44 1.20
2017/01/19 03:59 1.34
2017/01/19 02:44 1.05
2017/01/19 02:59 1.05
2017/01/19 03:14 1.09
2017/01/19 06:29 1.81
2017/01/19 06:44 1.81
2017/01/19 06:59 1.81
2017/01/19 05:44 1.93
2017/01/19 05:59 1.93
2017/01/19 06:14 1.93
2017/01/19 04:59 1.54
2017/01/19 05:14 1.88
2017/01/19 05:29 1.93
2017/01/19 07:14 1.81
2017/01/19 07:29 2.07
2017/01/19 07:44 2.41

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.55 150.69

2.65 162.71

2.65 168.06

2.65 168.06

2.55 162.08

2.65 171.04

2.65 171.46

2.59 166.32

2.51 158.68

2.51 158.68

2.51 158.68

2.51 155.21

2.44 148.54

2.43 147.01

2.40 143.33

2.40 143.33

2.37 139.65

2.37 131.04

2.37 131.04

2.37 130.14

2.37 129.24

2.37 125.83

2.37 122.50

2.36 111.81

2.36 111.81

2.33 109.93

2.32 111.74

2.32 111.74

2.32 111.74

2.22 95.14

2.22 105.00

2.26 112.99

2.26 112.99

2.26 110.76

2.26 110.76

2.36 117.71

2.37 118.75

2.40 116.32

2.40 116.32

2.40 116.32

2.39 115.35

2.39 123.61

2.37 122.57

2.37 128.40

2.37 130.62
2017/01/19 08:44 2.56
2017/01/19 08:59 2.61
2017/01/19 09:14 2.61
2017/01/19 07:59 2.42
2017/01/19 08:14 2.48
2017/01/19 08:29 2.56
2017/01/19 10:59 2.55
2017/01/19 11:14 2.54
2017/01/19 11:29 2.52
2017/01/19 10:14 2.61
2017/01/19 10:29 2.61
2017/01/19 10:44 2.56
2017/01/19 09:29 2.61
2017/01/19 09:44 2.61
2017/01/19 09:59 2.61
2017/01/19 13:14 2.25
2017/01/19 13:29 2.19
2017/01/19 13:44 2.02
2017/01/19 12:29 2.34
2017/01/19 12:44 2.33
2017/01/19 12:59 2.31
2017/01/19 11:44 2.52
2017/01/19 11:59 2.50
2017/01/19 12:14 2.34
2017/01/19 15:29 2.07
2017/01/19 15:44 2.17
2017/01/19 15:59 2.17
2017/01/19 14:44 2.07
2017/01/19 14:59 2.07
2017/01/19 15:14 1.87
2017/01/19 13:59 2.02
2017/01/19 14:14 2.02
2017/01/19 14:29 2.07
2017/01/19 17:44 2.04
2017/01/19 17:59 2.04
2017/01/19 18:14 2.19
2017/01/19 16:59 2.12
2017/01/19 17:14 2.04
2017/01/19 17:29 2.04
2017/01/19 16:14 2.12
2017/01/19 16:29 2.12
2017/01/19 16:44 2.12
2017/01/19 18:29 2.19
2017/01/19 18:44 2.29
2017/01/19 18:59 2.33

TimeStamp Level (in) Flow (gpm) Velocity (fps)

2.34 128.40

2.34 130.00

2.34 131.81

2.34 131.81

2.34 131.81

2.34 130.35

2.34 130.35

2.34 131.94

2.34 130.35

2.34 130.00

2.34 127.29

2.37 129.51

2.37 129.51

2.39 125.00

2.37 123.54

2.37 120.97

2.32 116.46

2.32 88.61

2.23 80.76

2.11 74.31

2.11 74.31

1.93 65.21

1.91 64.58

1.90 63.89

1.87 59.31

1.86 50.97

1.83 47.15

1.79 45.49

1.78 44.72

1.72 40.14

1.71 36.94

1.71 35.83

1.69 35.42

1.69 31.60

1.69 31.60

1.69 31.60

1.69 31.60

1.69 31.60

1.71 37.01

1.72 37.85

1.73 42.71

1.83 47.64

1.83 49.10

1.84 54.10

1.89 56.25
2017/01/19 19:59 2.40
2017/01/19 20:14 2.40
2017/01/19 20:29 2.37
2017/01/19 19:14 2.33
2017/01/19 19:29 2.36
2017/01/19 19:44 2.40
2017/01/19 22:14 2.31
2017/01/19 22:29 2.22
2017/01/19 22:44 2.21
2017/01/19 21:29 2.36
2017/01/19 21:44 2.31
2017/01/19 21:59 2.31
2017/01/19 20:44 2.37
2017/01/19 20:59 2.40
2017/01/19 21:14 2.37
2017/01/20 00:29 1.58
2017/01/20 00:44 1.58
2017/01/20 00:59 1.58
2017/01/19 23:44 1.58
2017/01/19 23:59 1.58
2017/01/20 00:14 1.58
2017/01/19 22:59 2.16
2017/01/19 23:14 2.15
2017/01/19 23:29 1.64
2017/01/20 02:44 1.07
2017/01/20 02:59 1.04
2017/01/20 03:14 1.04
2017/01/20 01:59 1.23
2017/01/20 02:14 1.22
2017/01/20 02:29 1.15
2017/01/20 01:14 1.50
2017/01/20 01:29 1.30
2017/01/20 01:44 1.23
2017/01/20 04:59 1.08
2017/01/20 05:14 1.21
2017/01/20 05:29 1.24
2017/01/20 04:14 0.92
2017/01/20 04:29 0.92
2017/01/20 04:44 1.07
2017/01/20 03:29 0.92
2017/01/20 03:44 0.92
2017/01/20 03:59 0.92
2017/01/20 05:44 1.28
2017/01/20 05:59 1.39
2017/01/20 06:14 1.40