Permit Review Detail
Review Status: Completed
Review Details: FLOODPLAIN
Permit Number - T06OT02493
Review Name: FLOODPLAIN
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/02/2006 | JASON GREEN | ENGINEERING | REVIEW | Approv-Cond | DATE: October 2, 2006 SUBJECT: 987 W 34th Street- Engineering Review for an Erosion Hazard Setback Evaluation TO: Clint Glass LOCATION: T14S R13E Sec23, Ward 1 REVIEWERS: Jason Green, CFM ACTIVITY: T06OT02493 (Floodplain Use Permit) SUMMARY: Engineering Division of Development Services Department has received and reviewed the Floodplain Use Permit (T06OT02493) and Erosion Hazard Setback Evaluation for Santa Cruz River- Silverlake Road to Tucson Diversion Channel, prepared by Clinton Murray Glass, PE, dated September 20, 2006 for the above referenced property. Engineering Division recommends conditional approval of the Floodplain Use Permit and Erosion Hazard Setback Evaluation (EHSB) at this time. The engineering submittal was reviewed for EHSB evaluation only. The following conditions must still be meet prior to full approval of the Erosion Hazard Setback Evaluation and future permitting: CONDITIONS OF PERMIT: 1. Submit 2 copies of the bounded report with all pages included. Or each page of the report must be numbered, sealed and stamped by the engineer of record. 2. Provide Figure 2 that was referenced in the Hydrology and FEMA Floodplain Limits section of the evaluation. Review of the Community FEMA FIRM Panel 04019C2228K shows that the majority of the subject parcel is contained within a Shaded Zone X, 500-year floodplain. Revise the section to reference the Shaded Zone, 500-year floodplain limits. 3. Provide the cross-sections that are applicable to the project area shown in the referenced HEC 2 computation sheets in plan view on the 1"=200' map. 4. A separate engineering report will be required at the site/grading/development plan stage in order to establish the water surface elevation and the finish floor elevation for any proposed structures. The finished floor elevation is set to 1' above the calculated WSEL. If you have any questions, I can be reached at 791-5550, extension 1189. Jason Green, CFM Senior Engineer Associate Engineering Division Development Services |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/13/2006 | SUE REEVES | APPROVAL SHELF | Completed |
| 10/13/2006 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |