Permit Review Detail
Review Status: Completed
Review Details: FLOODPLAIN
Permit Number - T09OT01737
Review Name: FLOODPLAIN
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/19/2009 | BIANCA RAMIREZ | ENGINEERING | REVIEW | Denied | DATE: August 28, 2009 SUBJECT: Addition of Garage and Porch TO: Sunny Hennig LOCATION: 10238 E Desert Flower Place, T13S, R15E, Section 35, Ward 2 REVIEWERS: Bianca Ramirez, CFM ACTIVITY: T09CM01709 (First Review) T09OT01737 RESUBMITTAL REQUIRED: Site Plan and Drainage Statement SUMMARY: Engineering Division of Development Services Department has received and reviewed the proposed site plan and drainage statement for the above referenced property. Engineering Division does not recommend approval of the site plan or the drainage statement at this time. Please address the following review comments prior to the next submittal. Please include a response letter to the comments along with the corrected copies of the site plan and drainage statement. Site Plan: 1. Provide North arrow on site plan per D.S. 2-02.2.1.1. 2. Please label lot dimensions and bearings for northern property line per D.S. 2-02.2.1.5. 3. Show the limits of the 100-year floodplain and water surface elevation per D.S. 2-02.2.1.15. 4. Indicate cut & fill quantities on the site plan per D.S. 2-02.2.1.17 5. Indicate proposed finished floor elevation(s), and finished grades. DS Sec.2.02.2.1.A.16: 6. List the consulting engineers and the owner/developer on the plans with the pertinent information. 7. Provide legend and indicate all symbols on plans in legend. 8. Provide floodplain limits and erosion hazard setback limits on site plan. 9. Additional comments may be forthcoming. Drainage Statement: 1. Scour protection must be tied into the existing erosion hazards setback structure (line) on both the upstream and downstream side of proposed development. 2. Provide statement and demonstrate that there is No Adverse Impact to adjacent parcels. Specifically demonstrate "no rise" or ensure that and water surface elevation increases do not exceed 0,1' and also demonstrate that floodplain encroachment is not affecting the floodplain boundaries of surrounding properties. 3. Per Final Plat and Public Improvement Plans Q100 = 921 cfs. Please modify drainage statement to include the higher discharge. 4. Cross Section A and Cross Section B are indicating different velocities. Please modify Cross Section B to include the higher velocity. 5. Additional comments may be forthcoming. If you have any questions, I can be reached at 837-4928 or Bianca.Ramirez@tucsonaz.gov Bianca C. Ramirez Engineering Associate City of Tucson/Development Services Department 201 N. Stone Avenue P.O. Box 27210 Tucson, Arizona 85726-7210 (520) 837-4928 office (520) 879-8010 fax |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/28/2009 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
| 09/28/2009 | SUE REEVES | REJECT SHELF | Completed |