Guaranties and Improvement Procedures
Total cost of enlargement or improvement (peak-hour traffic) | = | Capacity of enlargement or improvement |
|---|---|---|
Developer's cost | Development peak-hour traffic to be accommodated by the enlargement or improvement |
Total cost of enlargement or improvement | = | Capacity of enlargement or improvement (total capacity expressed in cubic feet per second) |
|---|---|---|
Developer's cost | Development-generated peak rate of runoff, expressed in cubic feet per second, to be accommodated by the enlargement or improvement |
Total cost of enlargement or improvement | = | Capacity of enlargement or improvement [gallons per day (GPD)] |
|---|---|---|
Developer's cost | Development-generated peak rate of runoff, expressed in cubic feet per second, to be accommodated by the enlargement or improvement |
Total cost of enlargement or improvement | = | Capacity of enlargement or improvement |
|---|---|---|
Developer's cost | Development share of enlargement or improvement |
Method A | ||
|---|---|---|
Percent Slope | Width of Buffer | |
15% to 17% | Add 10 feet | |
18% to 20% | Add 30 feet | |
21% to 23% | Add 50 feet | |
24% to 25% | Add 60 feet | |
Method B Type of Stream Use | |||
|---|---|---|---|
Percent Slope | Water Contact Recreational Use | Sensitive Stream Habitat | |
1% to 14% | No change | Add 50 feet | |
15% to 25% | Add 25 feet | Add 75 feet | |
Greater than 25% | Add 50 feet | Add 100 feet | |
Guaranties and Improvement Procedures
Total cost of enlargement or improvement (peak-hour traffic) | = | Capacity of enlargement or improvement |
|---|---|---|
Developer's cost | Development peak-hour traffic to be accommodated by the enlargement or improvement |
Total cost of enlargement or improvement | = | Capacity of enlargement or improvement (total capacity expressed in cubic feet per second) |
|---|---|---|
Developer's cost | Development-generated peak rate of runoff, expressed in cubic feet per second, to be accommodated by the enlargement or improvement |
Total cost of enlargement or improvement | = | Capacity of enlargement or improvement [gallons per day (GPD)] |
|---|---|---|
Developer's cost | Development-generated peak rate of runoff, expressed in cubic feet per second, to be accommodated by the enlargement or improvement |
Total cost of enlargement or improvement | = | Capacity of enlargement or improvement |
|---|---|---|
Developer's cost | Development share of enlargement or improvement |
Method A | ||
|---|---|---|
Percent Slope | Width of Buffer | |
15% to 17% | Add 10 feet | |
18% to 20% | Add 30 feet | |
21% to 23% | Add 50 feet | |
24% to 25% | Add 60 feet | |
Method B Type of Stream Use | |||
|---|---|---|---|
Percent Slope | Water Contact Recreational Use | Sensitive Stream Habitat | |
1% to 14% | No change | Add 50 feet | |
15% to 25% | Add 25 feet | Add 75 feet | |
Greater than 25% | Add 50 feet | Add 100 feet | |