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Permit Review Detail
Review Status: Active
Review Details: FLOODPLAIN
Permit Number - T13OT01150
Review Name: FLOODPLAIN
Review Status: Active
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/07/2013 | LOREN MAKUS | ENGINEERING | REVIEW | Approved | 1. Clearly indicate and label the WASH study area on the plans. The line shown and labeled on these plans seems to correspond with the PRA. The WASH study area extends 50 feet from the top of the bank of the wash. If the line on the plan indicates the PRA, please label it correctly. (TSM 4-02.2.1) 2. As previously commented, show how the site uses storm water runoff to the maximum extent possible for landscape watering. As a practical effect, runoff must be directed to landscape areas first and only overflow should be directed to storm drains. (UDC 7.6.6.C.2) If this cannot be achieved, provide a clear explanation of why it is not feasible. 3. As previously commented, the solid waste enclosure doesn't meet the requirements of the TSM 8-01.9 figure 3A. Provide an enclosure that meets the TS or request a TSMR. If a TSMR is requested, I recommend discussing the proposal with ES before submitting. 4. The Floodplain use permit will be approved and issued simultaneously with the DP. 5. As part of the floodplain use permit review, provide calculations showing the velocity within the Naylor Wash and addressing the adequacy of the proposed splash pad. The analysis should address the effect of scour on the splash pad design. 6. Show the location and describe the condition of any bank protection or bank armor within the Naylor Wash. Show the location of the proposed storm drain outlet in relation to the bank protection. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 11/07/2013 | CPIERCE1 | REJECT SHELF | Completed |
| 09/27/2013 | ANY | APPROVAL SHELF | RECEIVED |