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SU0013949
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2600 - Land Use Program
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RIVER ISLAND DSEIR
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SU0013949
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Last modified
3/4/2021 1:39:33 PM
Creation date
2/22/2021 9:18:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0013949
PE
2686
FACILITY_NAME
RIVER ISLAND DSEIR
STREET_NUMBER
2100
STREET_NAME
STEWART
City
LATHROP
Zip
95304-
APN
21325004
ENTERED_DATE
2/22/2021 12:00:00 AM
SITE_LOCATION
2100 STEWART
RECEIVED_DATE
2/19/2021 12:00:00 AM
P_LOCATION
07
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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— — <br /> Y3,y4 [X3;y3] [X4;y4]- - - - - - - - - - - - I <br /> I <br /> I I <br /> m I I <br /> v I <br /> I I <br /> Y2 - — — — — — — <br /> [► 2 Ot <br /> ; I <br /> ro I I <br /> y1- I I I <br /> I I I <br /> X-1-0 X2 X3 X4 <br /> Depth[feet] <br /> Figure 2-4: Schematic Lake Storage Capacity Graph <br /> Since xi, x2, x3 and y3 are known, only values for y, and y2 need to be approximated. The abbreviation <br /> `BS', meaning "Bottom Storage", refers to the storage volume below 5 feet, which is the normal water <br /> surface elevation. The abbreviation "TS", meaning "Top Storage", refers to the storage volume above 5 <br /> feet up to the top of the lake. Since the lakes' water surface will always be 5 feet or greater, the storage <br /> volume below 5 feet (the bottom storage) is not important for this analysis. It becomes important first <br /> when/if water is being pumped to decrease the lake water surface elevations below 5 feet. As the <br /> available data for Phase 2 lakes did not include the Bottom Storage (BS) volume, a value for y, was <br /> chosen.4 For simplicity the y, was chosen to be the same for all lakes and the value of 0.1 acres was <br /> chosen since the modelling software does not allow zero values. <br /> Equations 2.2-1a to 2.2-2b, derived from the calculation of the "area under the curve", were used to <br /> mathematically determinate values for y2. For more details on these calculations refer to Appendix B. <br /> TS = (x3 —x2) X Y2 + (Y3-Y2)X(X3-X2) Eq. 2.2-1 a <br /> Y2 - 2XTS+X2XY3-Y3XX3 Eq. 2.2-1 b <br /> (X3-X2) <br /> This mathematical model assumes that between these three coordinate points, the lake volume is <br /> increasing linearly. The additional fourth coordinate, [x4, y4], that can be seen in Figure 2-3, Figure 2-4 <br /> and Table 2-1 were added for modelling purposes. Since the purpose of the XPSWMM analysis is to <br /> determine if the lakes have sufficient stormwater storage capacity, the additional coordinate was included <br /> to capture the water surface elevation if any of the lakes should overtop, assuring no water was <br /> "removed" during the analysis due to an overtopping lake. This additional coordinate was placed two feet <br /> above the third coordinate ([x3, y3]) and has the same storage area as the third coordinate. <br /> ° For Phase 1 lakes, which are also a part of the Phase 2 models, the bottom storage is calculated based on available data which <br /> included bottom storage volume. See River Islands Phase 1 Stormwater Mitigation report dated April 2020 for more information on <br /> phase 1 lakes. <br /> River Islands Phase 2 Stormwater Mitigation Rev 2 10 1.� <br /> PACE <br />
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