### XS Check

River | Reach | RS | Struc | Len Lob | Len Chl | Len Rob | TopwdthAct | Q Total | Flow Code
--- | --- | --- | --- | --- | --- | --- | --- | --- | ---
LAURELFKT5 | Main | 2695 |  | 166 | 166 | 166 | 90.23 | 163 | C
|  | 2529 |  | 113.6 | 113.6 | 113.6 | 64.54 | 163 | C
|  | 2415 |  | 199.7 | 199.7 | 199.7 | 52.86 | 163 | C,IL
|  | 2215 |  | 180.5 | 180.5 | 180.5 | 64.95 | 163 | C,IR
|  | 2035 |  | 236.2 | 236.2 | 236.2 | 65.79 | 163 | C,IR
|  | 1799 |  | 214 | 214 | 214 | 29.41 | 163 | C
|  | 1585 |  | 303.6 | 303.6 | 303.6 | 89.89 | 227 | C,IL
|  | 1281 |  | 177.2 | 177.2 | 177.2 | 19.15 | 227 | C
|  | 1104 |  | 119.7 | 119.7 | 119.7 | 21.35 | 227 | C
|  | 984 |  | 187 | 187 | 187 | 84 | 227 |
|  | 797 |  | 283.2 | 283.2 | 283.2 | 61.84 | 227 | IL,IR
|  | 514 |  | 282.1 | 282.1 | 282.1 | 56.28 | 227 | IR
|  | 232 |  | 84.5 | 84.5 | 84.5 | 60.43 | 227 | C,IL
|  | 147 |  | 122.2 | 122.2 | 122.2 | 54.03 | 227 | ER,IL
|  | 25 |  |  |  |  | 32.32 | 227 | C,IL,IR

BL = block obstruction left
MBL = multiple block obstructions left
BR = block obstruction right
MBR = multiple block obstruction right
C = critical depth
DL = divided flow left
DR = divided flow right
EL = extended cross section left
ER = extended cross section right
IL = Ineffective station left
MIL = multiple ineffective stations left
IR = ineffective station right
MIR = multiple ineffective stations right

XS CD 01 | SECNO: 2415
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 2215
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 2035
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 1585
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 232
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 25
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS IF 01L | SECNO: 2415
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 3474.43 is higher than the ground elevation 3473.47 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 3475.8. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 1585
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 3452.39 is higher than the ground elevation 3451.673 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 3454.22. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 797
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 3431.41 is higher than the ground elevation 3430.087 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 3433.88. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 147
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 3418.01 is higher than the ground elevation 3417.151 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 3419.98. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 2215
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 3469.3 is higher than the ground elevation 3469.234 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 3470.28. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 514
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 3425.48 is higher than the ground elevation 3425.098 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 3430.05. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.