| Plan Review Notes For Project Z19030014 |
| Project Number |
Z19030014 |
|
| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2020-03-25 08:08:02 | THE COMMENTS BELOW ARE FROM THE REVIEW OF THE MARCH 4, | | | 2020 SUBMITTAL PACKAGE. | | | | | | 1. PERVIOUS/IMPERVIOUS AREA BREAKDOWN WAS ONLY PROVIDED | | | FOR THE 16.28 ACRE PARCEL. THE SURVEY SHOWS DEVELOPMENT | | | ON THE PROPOSED PARCEL 2 PARCEL. THE | | | PERVIOUS/IMPERVIOUS AREA BREAKDOWN IS NEEDED FOR | | | PROPOSED PARCEL 2. | | | | | | 2. IN THE FEBRUARY 7, 2020 LOS ANALYSIS FOR FUTURE LAND | | | USE AMENDMENT DOCUMENT BY CAULFIELD & WHEELER, INC., | | | UNDER THE PROPOSED ESTIMATED DRAINAGE FLOWS SECTION, IT | | | WAS ASSUMED THE MAXIMUM PERCENT IMPERVIOUS AREA | | | COVERAGE WAS 80%. ON THE PERVIOUS/IMPERVIOUS AREA MAP | | | FOR PROPOSED PARCEL 1, THE PROPOSED PERVIOUS AREA IS | | | LISTED AS 2.07 AC FOR THE 16.28 AC PARCEL WHICH | | | CALCULATES TO BE 12.7% PERVIOUS. THE IMPERVIOUS AREA | | | PERCENTAGE WOULD BE 87.3% WHICH EXCEEDS THE ASSUMPTION | | | MADE IN THE DRAINAGE ANALYSIS. FUTURE DEVELOPMENT WILL | | | NEED TO MEET IMPERVIOUS/PERVIOUS CRITERIA PER CITY | | | CODE. | | | | | | 3. ALLOWABLE DISCHARGE RATES WILL BE ESTABLISHED FOR | | | EACH PARCEL BECAUSE THEY ARE SEPARATED BY THE LWDD | | | RIGHT OF WAY. | | | | | | TRACY WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | [email protected] | | | 561-494-1120 |
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