01 - Laserfiche WebLink

TABLE 1. MITIGATION MONITORING AND REPORTING PROGRAM Mitigation Measures Implementation Monitoring Monitoring and Monitoring Verification of Procedures Responsibility Reporting Action Schedule Compliance to approximately re-create the existing slope contours and to conform as much as possible with the adjacent natural slopes. Mitigation Measure 4.4-2a: In the event of a work The project applicant Community Review and approve Prior to issuance Verified by. stoppage due to rain during construction, the contractor shall incorporate the Development drainage/erosion of grading permit. shall construct positive slopes to carry water surface specifications of this Department; control plan(s); runoff away from steep slopes to storm drainage measure into project Engineering ensure that all Field inspections structures or other areas where erosion can be plans. Division recommendations of during controlled. In no event shall a completed slope be left the project construction. Date: standing through the winter season without erosion geotechnical report control features being provided. are properly implemented Mitigation Measure 4.4-2b: The onsite geotechnical engineer shall determine the depth of topsoil in the field during grading. Identified top soil shall be reserved and placed on graded slopes. Excess top soil that is not suitable for use as engineered fill may be used in approved open space of landscape areas, if approved by the landscape architect. Mitigation Measure 4.4-2c: All landscaped slopes shall be maintained in a vegetated state after project completion using drought-tolerant vegetation requiring infrequent drip irrigation. No pressurized irrigations shall be placed at or near the tops of graded slopes. Mitigation Measure 4.4-3a: Debris catchment walls The project applicant Community Review and approve Prior to issuance Verified by: shall be constructed along the rear sides of the building shall incorporate the Development plans for catchment of grading permit; pads on Lots 14, 15, and 22 through 25 where they specifications of this Department; walls/area; ensure on-going basis for border adjacent slopes. The walls shall be a minimum of measure into project Engineering that all structural 5 feet high and designed in accordance with the plans. Division recommendations of maintenance recommendations of the geotechnical exploration in the project measures. Date: regards to retaining walls.Walls may not be required if geotechnical report pad grading provides sufficient space via rear yard are properly Field inspections slopes or retaining walls. The final design of the walls or implemented. For during catchment area shall be reviewed by ENGEO when the example, debris construction. detailed project plans are prepared. Proper access to the walls and catchment catchment areas shall be provided and all debris areas, keyways, catchment walls or designated catchment areas shall be structural retaining periodically maintained by removing and disposing of walls, subsurface accumulated slope detritus. drainage facilities, drainage swales, etc. shall be inspected at regular LUND RANCii 1 1—PUD-25 9 JANUARY 2016