| EXISTING POINTS OF ANALYSIS (POA) |
| POA | Description |
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| POA 1 | South Hope Chapel Road |
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| POA 2 | Lot 11 |
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| POA 3 | Wetlands |
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| POA 4 | Lot 15 |
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| EXISTING DRAINAGE AREAS |
| Drainage Area | Point of Analysis | Description |
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| DA – E1 | POA 1 | The area contains single family houses with driveways and associated accessory structures. The remainder of the area contains dirt and grass areas. The runoff from the area is untreated and drains towards POA 1. |
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| DA – E2 | POA 2 | The area contains single family houses with driveways and associated accessory structures. A small portion of the area contains dirt and grass areas. The remainder of the area is wooded. The runoff from the area is untreated and drains towards POA 2. |
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| DA - E3 | POA 3 | The entire area is wooded. The runoff from the area is untreated and drains towards POA 3. |
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| DA – E4 | POA 4 | The area contains single family houses with driveways and associated accessory structures. A small portion of the area contains dirt and grass areas. The remainder of the area is wooded. The runoff from the area is untreated and drains towards POA 4. |
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The results of the existing conditions analysis are contained in the Appendix and summarized below:
POA-1
| Storm Event (year) | Existing Onsite Peak Runoff (CFS) | Required Reduction (%) | Allowable Peak Runoff (cfs) |
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| 2 (current) | 0.77 | 50 | 0.39 |
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| 2 (future) | 1.01 | 50 | 0.51 |
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| 10 (current) | 1.56 | 25 | 1.17 |
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| 10 (future) | 1.98 | 25 | 1.49 |
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| 100 (current) | 3.44 | 20 | 2.75 |
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| 100 (future) | 4.36 | 20 | 3.49 |
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