Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL - SITE ALL
Permit Number - T06CM02475
Review Name: RESUBMITTAL - SITE ALL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/10/2006 | DAVE MANN | FIRE | REVIEW | Approved | |
| 10/12/2006 | ANDREW CONNOR | NPPO | REVIEW | Approved | |
| 10/12/2006 | ANDREW CONNOR | LANDSCAPE | REVIEW | Denied | Storm water detention/retention basins not integrated with paved vehicular use areas shall be landscaped to enhance the natural configuration of the basin. Plants located in the bottom one-third (1/3) of the detention/retention basin must be adaptable to periods of submersion. Design criteria are set forth in Development Standard 10-01.0. A minimum of 20 trees per acre must be provided, 33% of tress shall be 24" box or larger. A minimum of 2 shrubs for each tree is required per DS 10.01. Revise landscape plan to include basin treatment. |
| 10/12/2006 | KAROL ARAGONEZ | ZONING | REVIEW | Approved | |
| 10/17/2006 | KAROL ARAGONEZ | ZONING HC SITE | REVIEW | Approved | |
| 10/19/2006 | JASON GREEN | ENGINEERING | REVIEW | Approv-Cond | DATE: October 19, 2006 SUBJECT: T.A. CAID Inc.- Site Plan Review #3 TO: Metro Permit Express LOCATION: 2405 E Ganley Rd, T15S R14E Sec08, Ward 5 REVIEWERS: Jason Green, CFM ACTIVITY: T06CM02475 (Site Plan) and T06BU01967 (Grading Plan) SUMMARY: Engineering Division of Development Services Department has received and reviewed the re-submitted site plan, grading plan, landscape plan, cross-access easement, Drainage Report Submittal No. 3, and the Drainage Statement for Infiltration Rate Test. The site plan and grading plan are conditionally approved with the following conditions: 1) The infiltration test submitted shows a 21-hour infiltration rate for the middle of the basin due to poor maintenance and sediment accumulation, which is greater than the 12-hour infiltration rate required. A new percolation test for the offsite retention basin is required prior to intermediary grading inspection (prior to or soon after Stormwater Pollution Prevention (SWPP) & pre-construction meeting) showing that the existing basin is in conformance with the required 12-hour infiltration rate. 2) If the percolation test comes back as not acceptable, after the basin is maintained and the excess sediment has been removed as recommended in the DOWL Drainage Statement for Infiltration Rate Test dated October 11, 2006, a revised site plan and grading plan will be required which could entail revising the layout to accommodate for an onsite retention basin. 3) Provide a revised SWPPP submittal for approval, prior to the SWPP pre-construction meeting and grading activities. The comment letter provided with the re-submittal shows that all of the comments from the September 1, 2006 letter have been addressed, but a revised SWPPP package was not submitted for review. GENERAL COMMENTS: Please provide the post construction percolation test for the existing basin after maintenance and sediment removal and a revised SWPPP that address the comments provided above. Be advised that if the post construction percolation test come back as not acceptable a revised site plan and grading plan will be required to accommodate for an onsite retention basin. For any questions or to schedule a meeting, call me 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 |
|---|---|---|---|
| 10/20/2006 | GERARDO BONILLA | OUT TO CUSTOMER | Completed |
| 10/19/2006 | SUE REEVES | REJECT SHELF | Approved |