### Group By XS Order(descending)

XS DC 02 | Constant discharge used for the entire profile for 1%-annual-chance flood. At least two discharges should be selected; one at the mouth and the other at the middle of the watershed or above the confluence of a tributary. Or provide explanation why only one discharge should be used. Other flood frequencies should also be checked.
XS CD 01 | SECNO: 2384
| 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 01R | SECNO: 2235
| 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 2948.52 is higher than the ground elevation 2947.181 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2949.97. 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 CD 01 | SECNO: 2070
| 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: 1761
| 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: 1401
| 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 DF 01R | SECNO: 1401
| Divided flow. Flow code will be DR. The 1%-annual-chance flood discharge has a divided flow. The starting and ending stations of the cross section should not extend beyond the watershed boundary of the studied stream. Please review the extent of the cross section. If the cross section extends beyond the watershed boundary then the cross section needs to be trimmed and the HEC-RAS geometry file may need to be recreated using a GIS program. Or use the ineffective flow option, if it has not been considered, to limit the extent of the cross section or to block the divided flow area if it is a local depression.
XS IF 01L | SECNO: 1401
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2927.25 is higher than the ground elevation 2926.872 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 2929.09. 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 CD 01 | SECNO: 1086
| 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 01R | SECNO: 976
| 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 2916.43 is higher than the ground elevation 2915.385 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2917.27. 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 CD 01 | SECNO: 838
| 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 01R | SECNO: 838
| 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 2913.59 is higher than the ground elevation 2912.785 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2914.15. 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 01L | SECNO: 838
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2913.59 is higher than the ground elevation 2912.427 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 2914.27. 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: 681
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2912.23 is higher than the ground elevation 2910.991 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 2913.4. 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: 681
| 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 2912.23 is higher than the ground elevation 2910.913 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2912.96. 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 CD 01 | SECNO: 259
| 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.