3214 BROADWAY BROADWAY KINECT APARTMENTS 2021-08-11

• • • CITY OF EVERETT STORMWATER MANAGEMENT MANUAL • • I. Maximize the depth of the topsoil wherever possible to provide the maximum possible infiltration capacity and beneficial growth medium. Topsoil depth shall be at least 8 inches with a minimum • organic content of 10 percent dry weight and pH between 6.0 and 8.0 or matching the pH of the • undisturbed soil. This can be accomplished either by returning native topsoil to the site and/or incorporating organic amendments. Organic amendments should be incorporated to a minimum • 8-inch depth except where tree roots or other natural features limit the depth of incorporation. • Subsoils below the 12-inch depth should be scarified at least 2 inches to avoid stratified layers, • where feasible. The decision to either layer topsoil over a subgrade or incorporate topsoil into the underlying layer may vary depending on the planting specified. • 2. If blended topsoil is imported, then fines should be limited to 25 percent passing through a • 200 sieve. • 3. The final composition and construction of the soil system will result in a natural selection or • favoring of certain plant species over time. For example,recent practices have shown that • incorporation of topsoil may favor grasses,while layering with mildly acidic,high-carbon amendments may favor more woody vegetation. • 4. Locate the topsoil stockpile so that it meets specifications and does not interfere with work on the • site. It may be possible to locate more than one pile in proximity to areas where topsoil will be • used. • 5. Allow sufficient time in scheduling for topsoil to be spread prior to seeding, sodding, or planting. • 6. Care must be taken not to apply to subsoil if the two soils have contrasting textures. Sandy • topsoil over clayey subsoil is a particularly poor combination, as water creeps along the junction between the soil layers and causes the topsoil to slough. • 7. If topsoil and subsoil are not properly bonded,water will not infiltrate the soil profile evenly and • it will be difficult to establish vegetation. The best method to prevent a lack of bonding is to • actually work the topsoil into the layer below for a depth of at least 6 inches. • 8. Ripping or restructuring the subgrade may also provide additional benefits regarding the overall • infiltration and interflow dynamics of the soil system. • 9. Field exploration of the site shall be made to determine if there is surface soil of sufficient quantity and quality to justify stripping. Topsoil shall be friable and loamy(loam, sandy loam, • silt loam, sandy clay loam, and clay loam). Areas of natural groundwater recharge should be avoided. • 10. Stripping shall be confined to the immediate construction area. A 4-to 6-inch stripping depth is common,but depth may vary depending on the particular soil. All surface runoff control • structures shall be in place prior to stripping. • Stockpiling of topsoil shall occur in the following manner: • 1. Side slopes of the stockpile shall not exceed 2:1. • 2. An interceptor dike with gravel outlet and silt fence shall surround all topsoil stockpiles between • October 1 and April 30. Between May 1 and September 30, an interceptor dike with gravel outlet • and silt fence shall be installed if the stockpile will remain in place for a longer period of time than active construction grading. • 3. Erosion control seeding or covering with clear plastic or other mulching materials of stockpiles • shall be completed within 2 days(October 1 through April 30) or 7 days (May 1 through • September 30) of the formation of the stockpile. Native topsoil stockpiles shall not be covered • with plastic. • • Volume it—Construction Storm water Pollution Prevention 3-21 • •