| Plan Review Notes For Project Z17030023 |
| Project Number |
Z17030023 |
|
| Review Stop |
STORM |
| Sequence Number |
2 |
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| Notes |
| Date |
Text |
| 2017-06-20 17:00:49 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE JUNE | | | 8, 2017 REVIEW PACKAGE: | | | | | | 1. CLARIFY THE FOLLOWING IN THE STORMWATER STATEMENT: | | | A. LINE 3.A - USE OF THE 0.9 RUNOFF COEFFICIENT IN THE | | | FORMULA 0.9 X 1,200 FT2 X 1 INCH X 1 FT / 12 IN. THE | | | VOLUME OF 1 INCH OF RUNOFF IS EQUAL TO 1 INCH TIMES THE | | | AREA OF THE SITE. | | | | | | B. LINE 4.A AND 4.B - INDICATE ON THE SITE PLAN IN | | | LOWER RIGHT OF SHEET WHERE THE SWALE DIMENSIONS WERE | | | MEASURED. THE LENGTH OF THE FENCE ALONG THE WEST SIDE | | | OF THE SITE MEASURES LESS THAN 300 FEET. THE DISTANCE | | | BETWEN THE LEFT AND RIGHT TOP OF SLOPE MEASURED BETWEEN | | | 55 FEET AND 65 FEET. THE WIDTH OF THE BOTTOM OF THE | | | SWALE MEASURES BETWEEN 5 FEET AND 7.5 FEET. | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 | | | [email protected] | | | |
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