Masterbeat Corp (MSTO)

[Dr Blunt]

The $MSTO Baird Rd COC still has not cleared the storm management mediation with the county planning department. CEO Josh is going to need some heavy patience to wade thru the Floridian waters and then re-think his forward thinking ideas on the next go around. You can read the read for yourself if you so desire...

STORMWATER MANAGEMENT REVIEW 1
Lot 35 and Lot 36, Block A, Beach Highland S/D, Plat Book 3-50
Parcel No: 04-3S-20-34020-00A-0350

Be sure to note item (9): Note that the parcel is at the bottom of a basin which had has flooding issues in the past. We are providing the report and ICPR2 model by ATKINS (2015)1 for you information. It is the responsibility of the engineer of record for the stormwater system to perform their due diligence to design on the best interest of the public health and safety. Special attention to be taken to existing and under construction properties adjacent to this one that are at a lower grade.

Here's the item highlights:
The following needs to be addressed so that we can continue with the review:
1. Provide the survey and topography of lot 36.
2. Provide the environmental assessment for lot 36.
3. The wetland delineation shown Site Plan dated 09/18/2022 does not represent the wetland delineation shown on the survey dated 08/24/2021. Please add to the site plan and grading plan the wetland line and the wetland buffer.
4. The existing topography shown in the Grading & Drainage Plan does not match the topography on the survey. Please add the existing topography to the plans matching the survey. Also, add a legend on the plans showing which line represent existing and proposed grading.
5. A hydraulic conductivity value of 40 ft/day should not be used for fine grained sands
7. In addition, a FS=2 must be added.
6. Erosion control measurements to be added to the plans.
7. When submitting irregular swales, please provide the CAD drawings so that we can cross-check the provided capacity.
8. Due to the location of this property please provide the following4
:
a. A model of the closed basin to include the staging of the receiving wetlands to confirm
there will be no rise of water onto adjacent properties. We are providing a ICPR model
of the area. Please note that if you are using another software you need to calibrate it to
the model provided.
b. A pile supported structure with net earthen fill of zero over the property is required.
c. Compensatory storage is mandatory for this ICPAL and falls in line with Policy I-4.5.2 of
the Comprehensive Plan (see below). Historical drainage patterns must be protected.
d. The FFE of the structures needs to be a foot above the flood elevation identified in the
Bird Road Project report provided by email.
9. Note that the parcel is at the bottom of a basin which had has flooding issues in the past. We are providing the report and ICPR2 model by ATKINS (2015)1 for you information. It is the responsibility of the engineer of record for the stormwater system to perform their due diligence to design on the best interest of the public health and safety. Special attention to be taken to existing and under construction properties adjacent to this one that are at a lower grade.