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PB 12-10 East Point Estates - Currituck County Government

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13. The preliminary construction plans must include the location of all street identification<br />

signage and stop signs.<br />

14. The preliminary plat shall contain the Statement of Environmental Concern found in the<br />

Development Review Process Manual.<br />

15. The maps in the Phase I Cultural Resources Survey of <strong>East</strong> Pont <strong>Estates</strong> do not appear to<br />

reflect the actual location of the property.<br />

16. Please correct the water body name on all documents.<br />

17. Please correct the flood zone along the waterway to AE 6’.<br />

18. Please provide road names and the approval form for all proposed roads in the<br />

subdivision.<br />

19. Please provide the water access open space area calculation on the preliminary plat. The<br />

ordinance requires a minimum 20,000 square feet water access to public trust or estuarine<br />

waters.<br />

20. Please label the CAMA Area of Environmental Concern (75’ from the water’s edge).<br />

21. Please provide the surface material for the trail system.<br />

22. All improved areas of the trail system shall maintain a <strong>10</strong>’ setback from all property lines.<br />

23. The preconstruction plans (illustrated as sketch plan) should include the township<br />

information.<br />

24. Street trees (small deciduous) shall be spaced 30 feet on center for the length of street<br />

frontage.<br />

25. Please provide the basis for the 85’ and 90’ front setback for lots 5 and 6.<br />

<strong>Currituck</strong> Soil and Water, Mike Doxey<br />

Reviewed<br />

1. Building Pad elevations (BPE) and Finished Floor elevations (FFE) should be shown on each<br />

lot. The BPE should be at or above the <strong>10</strong> yr 24 hr storm and the FFE is 18" above the<br />

BPE. In this case, due to soil type, proximity to the sound and elevation, if the <strong>10</strong>yr/24hr<br />

storm is below existing ground level, there may be no need to add fill for the building<br />

pads. (the BPE will be the existing ground elevations)<br />

2. Due to the slope on the swales heading for the shoreline the state will probably require<br />

rock check dams at every foot of elevation drop. We would require a rock check dam at<br />

the outlet end of each swale to slow the velocity and dissipate the flow into the wooded<br />

area before entering the sound.<br />

<strong>Currituck</strong> <strong>County</strong> Engineer, Michelle Perry<br />

Reviewed<br />

1. Provide building pad and first floor elevations.<br />

2. Provide state permits.<br />

3. The <strong>10</strong>yr. post development runoff shall not exceed the <strong>10</strong>yr pre development runoff.<br />

4. The reserve septic field needs to be on suitable soils.<br />

These comments will not hold up approval of preliminary plat, but need to be addressed at<br />

pre-construction.<br />

<strong>Currituck</strong> <strong>County</strong> Utilities, Pat Irwin<br />

No comment<br />

<strong>Currituck</strong> <strong>County</strong> Emergency Management, James Mims 252-264-6641<br />

Denied/Resubmit<br />

<strong>PB</strong> <strong>12</strong>-<strong>10</strong> <strong>East</strong> <strong>Point</strong> <strong>Estates</strong><br />

Preliminary Plat<br />

Page 8 of <strong>10</strong>

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