Download the entire Volume 3 Criteria Manual - Urban Drainage ...
Download the entire Volume 3 Criteria Manual - Urban Drainage ... Download the entire Volume 3 Criteria Manual - Urban Drainage ...
T-10.2 Concrete Grid Pavement Designing for Maintenance Recommended ongoing maintenance practices for all BMPs are provided in Chapter 6 of this manual. During design, the following should be considered to ensure ease of maintenance over the long-term. These items are in addition to the items provided on BMP Fact Sheet T-10: • A concrete perimeter is recommended for this pavement. This will reduce movement and grinding between blocks. Local Installation The concrete grid pavement parking site was one of UDFCD's first stormwater monitoring sites. This site was constructed in 1994 and monitored with and without a layer of ASTM C-33 sand to provide filtration. Through our work at this site and the data collected, UDFCD learned the following: Benefits • Concrete blocks can be removed and replaced back if utility cuts or other patches are required. • Concrete grid pavement maintains infiltration rates well. Limitations • Concrete Grid Pavement does not meet ADA requirements for accessible paths. • A filter layer (such as ASTM C-33 sand or CDOT Class C filter material) is required to achieve adequate pollutant removal. • A concrete perimeter barrier will increase the lifespan of the concrete blocks. • Concrete blocks can be removed and reused. Photograph CGP-2. The Lakewood concrete grid pavement installation was one the first permeable pavement stormwater monitoring sites constructed by UDFCD. This photo was taken following construction in 1994. CGP-2 Urban Drainage and Flood Control District October 2010 Urban Storm Drainage Criteria Manual Volume 3
Pervious Concrete T-10.3 This BMP Fact Sheet was removed in January 2013. UDFCD does not recommend pervious concrete at this time. Additional information is provided in a memorandum available at www.udfcd.org (Ken MacKenzie, January 2013) January 2013 Urban Drainage and Flood Control District PC-1 Urban Storm Drainage Criteria Manual Volume 3
- Page 199 and 200: Retention Pond T-7 Design Example F
- Page 201 and 202: Retention Pond T-7 Design Procedure
- Page 203: Retention Pond T-7 References Bedie
- Page 206: T-8 Constructed Wetland Pond be des
- Page 210 and 211: T-8 Constructed Wetland Pond Figure
- Page 212 and 213: T-8 Constructed Wetland Pond Design
- Page 214 and 215: T-8 Constructed Wetland Pond Refere
- Page 216 and 217: T-9 Constructed Wetland Channel A c
- Page 218 and 219: T-9 Constructed Wetland Channel Fig
- Page 221 and 222: Permeable Pavement Systems T-10 Des
- Page 223 and 224: Permeable Pavement Systems T-10 •
- Page 225 and 226: Permeable Pavement Systems T-10 inf
- Page 227 and 228: Permeable Pavement Systems T-10 3.
- Page 229 and 230: Permeable Pavement Systems T-10 Fig
- Page 231 and 232: Permeable Pavement Systems T-10 Tab
- Page 233 and 234: Permeable Pavement Systems T-10 con
- Page 235 and 236: Permeable Pavement Systems T-10 No-
- Page 237 and 238: Permeable Pavement Systems T-10 Fig
- Page 239 and 240: Permeable Pavement Systems T-10 Fig
- Page 241 and 242: Permeable Pavement Systems T-10 Des
- Page 243 and 244: Permeable Interlocking Concrete Pav
- Page 245 and 246: Permeable Interlocking Concrete Pav
- Page 247 and 248: Permeable Interlocking Concrete Pav
- Page 249: Concrete Grid Pavement T-10.2 Note:
- Page 254 and 255: T-10.4 Porous Gravel Designing for
- Page 256 and 257: T-10.5 Reinforced Grass Designing f
- Page 258 and 259: T-11 Underground BMPs Underground B
- Page 260 and 261: T-11 Underground BMPs • Traffic L
- Page 262 and 263: T-11 Underground BMPs Design Proced
- Page 264 and 265: T-11 Underground BMPs • Wisconsin
- Page 266 and 267: T-11 Underground BMPs For these rea
- Page 268 and 269: T-12 Outlet Structures Orifice Plat
- Page 270 and 271: T-12 Outlet Structures 100 A t / A
- Page 272 and 273: T-12 Outlet Structures Table OS-3a.
- Page 274 and 275: T-12 Outlet Structures Outlet Geome
- Page 276 and 277: T-12 Outlet Structures Figure OS-2.
- Page 278 and 279: T-12 Outlet Structures Figure OS-5.
- Page 280 and 281: T-12 Outlet Structures Figure OS-7.
- Page 283: Chapter 5 Source Control BMPs Conte
- Page 286 and 287: Source Control BMPs Chapter 5 Table
- Page 288 and 289: Source Control BMPs Chapter 5 • P
- Page 290 and 291: Source Control BMPs Chapter 5 • S
- Page 292 and 293: Source Control BMPs Chapter 5 5.0 R
- Page 294 and 295: S-1 Covering Outdoor Storage and Ha
- Page 296 and 297: S-2 Spill Prevention, Containment a
- Page 298 and 299: S-2 Spill Prevention, Containment a
Pervious Concrete<br />
T-10.3<br />
This BMP Fact Sheet was removed in January 2013. UDFCD does not recommend pervious concrete at<br />
this time. Additional information is provided in a memorandum available at www.udfcd.org (Ken<br />
MacKenzie, January 2013)<br />
January 2013 <strong>Urban</strong> <strong>Drainage</strong> and Flood Control District PC-1<br />
<strong>Urban</strong> Storm <strong>Drainage</strong> <strong>Criteria</strong> <strong>Manual</strong> <strong>Volume</strong> 3