| Plan Review Notes For Project Z15110008 |
| Project Number |
Z15110008 |
|
| Review Stop |
STORM |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2015-12-09 16:07:24 | 1. THE SWALE STORAGE VOLUMES FOR SWALES 'A' AND 'B' | | | SHOWN IN THE DRAINAGE CALCULATIONS BOX ON SHEET SP-2 | | | MAY BE OFF BY A FACTOR OF 12. FOR EXAMPLE, SWALE 'B' IS | | | SHOWN TO HAVE A (TOP?) SURFACE AREA OF 584 S.F. ON THE | | | SITE PLAN. THE TYPICAL SWALE SECTION INDICATES THE | | | SWALE DEPTH WILL BE 6 INCHES OR 0.5 FEET. THE VOLUME | | | WOULD BE CLOSER TO 270 C.F. INSTEAD OF 3,234 C.F. SHOWN | | | IN THE DRAINAGE CALCULATIONS BOX. | | | | | | 2. CORRECTING THE SWALE VOLUMES IN #1 ABOVE RESULTS IN | | | THE SWALES PROVIDING ONLY 40% OF THE REQUIRED STORM | | | WATER TREATMENT VOLUME (UTILIZING 50% FOR DRY | | | RETENTION). INDICATE HOW THE REQUIRED STORM WATER | | | TREATMENT VOLUME WILL BE STORED ONSITE. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | PUBLIC WORKS DEPARTMENT | | | [email protected] | | | 561-494-1120 | | | |
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