https://marionfl.legistar.com/Gateway.aspx?M=LD&From=RSS&ID=8000566&GUID=40B4DC86-B594-4948-BAC0-2C427D0D3051Legistar15https://marionfl.legistar.com/Gateway.aspx?M=LD&From=RSS&ID=8000566&GUID=40B4DC86-B594-4948-BAC0-2C427D0D305140B4DC86-B594-4948-BAC0-2C427D0D3051-2026-05-01-19-10-17Title: Arden of Ocala- Mass Grading Plan 000394 - Waiver to Mass Grading Plan in Review Parcel # 9018-0000-06 & 37471-013-00 #WaiverPIR-000677-2026 Dave Schmitt Engineering, Inc. LDC 6.13.6.A.3.c Stormwater quality criteria CODE states Dry retention systems that have a depth of six feet or less, measured from top of bank to pond bottom, with side slopes that are no steeper than 4:1 and sodded bottoms. APPLICANT request - Due to the site constraints, we are requesting a pond depth variance from 6 ft to 9 ft per the current plan. 1) The SJRWMD required a 20 ft maintenance berm on sides we have slope. 2) Since the pond doesn’t recover the full amount, we had to hold back-to-back 100 year/24-hour storm events, which they approved. 3) We back-to-back maintain a 75 ft distance from the current existing well on site.Fri, 01 May 2026 19:10:17 GMT