Supplemental Regulations
District/Lot Size | Maximum Diameter | Maximum Height Above Ground Level |
|---|---|---|
Up to 5,000 square feet | 8 feet | 8 feet |
Over 5,000 square feet | 8 feet | 10 feet |
(AR) Attached Residential District | 6 feet | 8 feet |
(MR) Multi-family | 11 feet | 13 feet |
(RSC) Retail/Service | 11 feet | 13 feet |
(GC) General Commercial | 11 feet | 13 feet |
(LID) Light Industrial | 11 feet | 13 feet |
(PD) Planned Development — For each use as they would fall under the standard categories above. | ||
ALL PROPERTY CATEGORIES — DAYTIME HOURS | ||
|---|---|---|
Tn* (Time) | (dB(A))** | |
60 | 55 or less | |
30 | 56 — 58 | |
15 | 59 — 61 | |
8 | 62 — 64 | |
4 | 65 — 67 | |
2 | 68 — 70 | |
0 | 71 or greater | |
ALL PROPERTY CATEGORIES — NIGHTIME HOURS | ||
|---|---|---|
Tn* (Time) | (dB(A))** | |
60 | 50 | |
30 | 51 — 53 | |
15 | 54 — 56 | |
8 | 57 — 59 | |
4 | 60 — 62 | |
2 | 63 — 65 | |
0 | 66 or greater | |
Frequency in Cycles per Second | Displacement in Inches | |
|---|---|---|
0 to 10 | .0004 | |
10 to 20 | .0002 | |
Over 20 | .0001 |
TABLE A AVERAGE C.I. FACTORS IN C.F.S. PER ACRE 20-MINUTES INLET TIME* | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|
% Impervious | C or P Factor | 0.5 Year | 1 Year | 2 Year | 5 Year | 10 Year | 20 Year | 25 Year | 50 Year | 100 Year |
5 | .37 | 0.70 | 0.92 | .15 | 1.41 | 1.59 | 1.78 | 2.00 | 2.18 | 2.37 |
10 | .39 | 0.74 | 0.97 | 1.21 | 1.49 | 1.68 | 1.88 | 2.11 | 2.30 | 2.50 |
15 | .41 | 0.77 | 1.02 | 1.27 | 1.56 | 1.76 | 1.97 | 2.21 | 2.42 | 2.62 |
20 | .435 | 0.82 | 1.08 | 1.35 | 1.66 | 1.87 | 2.09 | 2.35 | 2.57 | 2.78 |
25 | .455 | 0.86 | 1.13 | 1.41 | 1.73 | 1.96 | 2.19 | 2.46 | 2.68 | 2.91 |
30 | .475 | 0.90 | 1.18 | 1.47 | 1.81 | 2.04 | 2.28 | 2.57 | 2.80 | 3.04 |
35 | .495 | 0.94 | 1.23 | 1.53 | 1.89 | 2.13 | 2.38 | 2.67 | 2.92 | 3.17 |
40 | .52 | 0.98 | 1.29 | 1.61 | 1.98 | 2.24 | 2.50 | 2.81 | 3.07 | 3.33 |
45 | .54 | 1.02 | 1.34 | 1.67 | 2.06 | 2.32 | 2.60 | 2.92 | 3.19 | 3.46 |
50 | .56 | 1.06 | 1.39 | 1.74 | 2.13 | 2.41 | 2.69 | 3.02 | 3.30 | 3.58 |
55 | .58 | 1.10 | 1.44 | 1.80 | 2.21 | 2.49 | 2.79 | 3.13 | 3.42 | 3.71 |
60 | .60 | 1.13 | 1.49 | 1.86 | 2.29 | 2.58 | 2.89 | 3.24 | 3.54 | 3.84 |
65 | .625 | 1.18 | 1.55 | 1.94 | 2.38 | 2.69 | 3.01 | 3.38 | 3.69 | 4.00 |
70 | .645 | 1.22 | 1.60 | 2.00 | 2.46 | 2.77 | 3.10 | 3.48 | 3.81 | 4.13 |
75 | .665 | 1.26 | 1.65 | 2.06 | 2.53 | 2.86 | 3.20 | 3.59 | 3.92 | 4.26 |
80 | .685 | 1.29 | 1.70 | 2.12 | 2.61 | 2.95 | 3.29 | 3.7 | 4.04 | 4.38 |
85 | 0.705 | 1.33 | 1.75 | 2.19 | 2.69 | 3.03 | 3.39 | 3.81 | 4.16 | 4.51 |
90 | 0.73 | 1.38 | 1.81 | 2.26 | 2.78 | 3.14 | 3.51 | 3.94 | 4.31 | 4.67 |
95 | 0.75 | 1.42 | 1.86 | 2.33 | 2.86 | 3.23 | 3.61 | 4.05 | 4.43 | 4.8 |
100 | 0.77 | 1.46 | 1.91 | 2.39 | 2.93 | 3.31 | 3.7 | 4.16 | 4.54 | 4.93 |
Rainfall: In inches per hour | 1.9 | 2.48 | 3.1 | 3.8 | 4.3 | 4.8 | 5.4 | 5.9 | 6.4 | |
* | From U.S. Weather Bureau technical paper No. 40: "Rainfall Frequency Atlas of the United States for durations from thirty (30) minutes to twenty-four (24) hours and return periods from one (1) to one hundred (100) years." |
TABLE B | |
|---|---|
Storm Frequency Years | Max. Discharge Rate in Cubic Feet Per second (CFS) Per Acre |
0.5 | 0.7 |
1 | 0.92 |
2 | 1.15 |
5 | 1.41 |
10 | 1.59 |
20 | 1.78 |
25 | 2 |
The maximum discharge shall be designated to take place under total anticipated design-head conditions. |
In addition, the permittee shall notify the site contractors responsible for any deficiencies identified so that deficiencies can be corrected within seven (7) calendar days of the weekly inspection report. |
be elevated on a permanent foundation such that the lowest floor of the manufactured home is elevated to at least one (1) foot above the base flood elevation and be securely attached to an adequately anchored foundation system to resist flotation, collapse and lateral movement. |
*A recreational vehicle is ready for highway use if it is on its wheels or jacking system, is attached to the site only by quick-disconnect type utilities and security devices, and has no permanently attached additions. |
Variances will not be considered when, following adoption of this Division, actions of any property owner of a given property have created conditions of a hardship on that property. |
All buffer and setback areas must be either recorded on a final plat or depicted on a site plan of the property following plan approval. A note to reference the vegetated buffer shall state: "There shall be no clearing, grading, construction or disturbance of vegetation except as permitted by this and any other applicable ordinances of the City of Brentwood." |
Supplemental Regulations
District/Lot Size | Maximum Diameter | Maximum Height Above Ground Level |
|---|---|---|
Up to 5,000 square feet | 8 feet | 8 feet |
Over 5,000 square feet | 8 feet | 10 feet |
(AR) Attached Residential District | 6 feet | 8 feet |
(MR) Multi-family | 11 feet | 13 feet |
(RSC) Retail/Service | 11 feet | 13 feet |
(GC) General Commercial | 11 feet | 13 feet |
(LID) Light Industrial | 11 feet | 13 feet |
(PD) Planned Development — For each use as they would fall under the standard categories above. | ||
ALL PROPERTY CATEGORIES — DAYTIME HOURS | ||
|---|---|---|
Tn* (Time) | (dB(A))** | |
60 | 55 or less | |
30 | 56 — 58 | |
15 | 59 — 61 | |
8 | 62 — 64 | |
4 | 65 — 67 | |
2 | 68 — 70 | |
0 | 71 or greater | |
ALL PROPERTY CATEGORIES — NIGHTIME HOURS | ||
|---|---|---|
Tn* (Time) | (dB(A))** | |
60 | 50 | |
30 | 51 — 53 | |
15 | 54 — 56 | |
8 | 57 — 59 | |
4 | 60 — 62 | |
2 | 63 — 65 | |
0 | 66 or greater | |
Frequency in Cycles per Second | Displacement in Inches | |
|---|---|---|
0 to 10 | .0004 | |
10 to 20 | .0002 | |
Over 20 | .0001 |
TABLE A AVERAGE C.I. FACTORS IN C.F.S. PER ACRE 20-MINUTES INLET TIME* | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|
% Impervious | C or P Factor | 0.5 Year | 1 Year | 2 Year | 5 Year | 10 Year | 20 Year | 25 Year | 50 Year | 100 Year |
5 | .37 | 0.70 | 0.92 | .15 | 1.41 | 1.59 | 1.78 | 2.00 | 2.18 | 2.37 |
10 | .39 | 0.74 | 0.97 | 1.21 | 1.49 | 1.68 | 1.88 | 2.11 | 2.30 | 2.50 |
15 | .41 | 0.77 | 1.02 | 1.27 | 1.56 | 1.76 | 1.97 | 2.21 | 2.42 | 2.62 |
20 | .435 | 0.82 | 1.08 | 1.35 | 1.66 | 1.87 | 2.09 | 2.35 | 2.57 | 2.78 |
25 | .455 | 0.86 | 1.13 | 1.41 | 1.73 | 1.96 | 2.19 | 2.46 | 2.68 | 2.91 |
30 | .475 | 0.90 | 1.18 | 1.47 | 1.81 | 2.04 | 2.28 | 2.57 | 2.80 | 3.04 |
35 | .495 | 0.94 | 1.23 | 1.53 | 1.89 | 2.13 | 2.38 | 2.67 | 2.92 | 3.17 |
40 | .52 | 0.98 | 1.29 | 1.61 | 1.98 | 2.24 | 2.50 | 2.81 | 3.07 | 3.33 |
45 | .54 | 1.02 | 1.34 | 1.67 | 2.06 | 2.32 | 2.60 | 2.92 | 3.19 | 3.46 |
50 | .56 | 1.06 | 1.39 | 1.74 | 2.13 | 2.41 | 2.69 | 3.02 | 3.30 | 3.58 |
55 | .58 | 1.10 | 1.44 | 1.80 | 2.21 | 2.49 | 2.79 | 3.13 | 3.42 | 3.71 |
60 | .60 | 1.13 | 1.49 | 1.86 | 2.29 | 2.58 | 2.89 | 3.24 | 3.54 | 3.84 |
65 | .625 | 1.18 | 1.55 | 1.94 | 2.38 | 2.69 | 3.01 | 3.38 | 3.69 | 4.00 |
70 | .645 | 1.22 | 1.60 | 2.00 | 2.46 | 2.77 | 3.10 | 3.48 | 3.81 | 4.13 |
75 | .665 | 1.26 | 1.65 | 2.06 | 2.53 | 2.86 | 3.20 | 3.59 | 3.92 | 4.26 |
80 | .685 | 1.29 | 1.70 | 2.12 | 2.61 | 2.95 | 3.29 | 3.7 | 4.04 | 4.38 |
85 | 0.705 | 1.33 | 1.75 | 2.19 | 2.69 | 3.03 | 3.39 | 3.81 | 4.16 | 4.51 |
90 | 0.73 | 1.38 | 1.81 | 2.26 | 2.78 | 3.14 | 3.51 | 3.94 | 4.31 | 4.67 |
95 | 0.75 | 1.42 | 1.86 | 2.33 | 2.86 | 3.23 | 3.61 | 4.05 | 4.43 | 4.8 |
100 | 0.77 | 1.46 | 1.91 | 2.39 | 2.93 | 3.31 | 3.7 | 4.16 | 4.54 | 4.93 |
Rainfall: In inches per hour | 1.9 | 2.48 | 3.1 | 3.8 | 4.3 | 4.8 | 5.4 | 5.9 | 6.4 | |
* | From U.S. Weather Bureau technical paper No. 40: "Rainfall Frequency Atlas of the United States for durations from thirty (30) minutes to twenty-four (24) hours and return periods from one (1) to one hundred (100) years." |
TABLE B | |
|---|---|
Storm Frequency Years | Max. Discharge Rate in Cubic Feet Per second (CFS) Per Acre |
0.5 | 0.7 |
1 | 0.92 |
2 | 1.15 |
5 | 1.41 |
10 | 1.59 |
20 | 1.78 |
25 | 2 |
The maximum discharge shall be designated to take place under total anticipated design-head conditions. |
In addition, the permittee shall notify the site contractors responsible for any deficiencies identified so that deficiencies can be corrected within seven (7) calendar days of the weekly inspection report. |
be elevated on a permanent foundation such that the lowest floor of the manufactured home is elevated to at least one (1) foot above the base flood elevation and be securely attached to an adequately anchored foundation system to resist flotation, collapse and lateral movement. |
*A recreational vehicle is ready for highway use if it is on its wheels or jacking system, is attached to the site only by quick-disconnect type utilities and security devices, and has no permanently attached additions. |
Variances will not be considered when, following adoption of this Division, actions of any property owner of a given property have created conditions of a hardship on that property. |
All buffer and setback areas must be either recorded on a final plat or depicted on a site plan of the property following plan approval. A note to reference the vegetated buffer shall state: "There shall be no clearing, grading, construction or disturbance of vegetation except as permitted by this and any other applicable ordinances of the City of Brentwood." |