02-10-1997 Council Packet - Laserfiche WebLink

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p r r r r r i r I I I L L L The removal efficiency of the largest NURP basin (NURP Basin 2) will also be enhanced when the basin becomes part of the irrigation system. Water will be pumped from this basin to irrigate the fairways, tees and greens. Well water will be used to stabilize the water level in the basin. In addition to the treatment of the stormwater runoff by NURP basins, source control and best management practices will be implemented These measures are listed below: 1. 2. 3. 4. 5. Grading of the golf course to minimize disturbance to the natural areas and to maximize the recapture and recycling of the runoff and nutrients. Direct the runoff across natural areas and onto grass swales to the mitigated and existing wetlands. The Golf Club is investigating membership in the .Audubon Cooperative Sanctuary Program which will require environmentally sensitive measures used in the management of the golf course. Integrated Pest Management (IPM) practices will be employed for the management of the golf course. I PM procedures recommend application events and rates will be dictated by turf management needs as opposed to conventional seasonal or calendar scheduling. Grassed swales will be used as a Best Management Practice (BMP) to guide runoff to constructed wetlands within the golf course. 19. Water Quality - Wastewaters a. Describe sources, quantities, and composition (except for normal domestic sewage) of all sanitary and industrial wastewaters produced or treated at the site. Normal domestic wastewaters, are the only anticipated wastewaters to be generated at the Site. All discharges from the clubhouse will be to the existing septic system. Wastewater treatment is and will be performed by the existing septic system. Volumes are expected to be approximately 3500 gallons per day. Wastewater from the maintenance facility will be discharged to a septic system which will be constructed concurrently with the maintenance facility. Wastewater from the rest station will be discharged to a septic system which will be constructed concurrently with the rest station. b. Describe any waste treatment methods to be used and give estimates of composition after treatment, or if the project involves on-site sewage systems, discuss the suitability of the site conditions for such systems. Identify receiving waters (including ground water) and estimate the impact of the discharge on the quality of the receiving waters. (If the discharge may affect a lake, consult "EAW Guidelines" about whether a nutrient budget analysis is needed.) Wastewater from the project will be discharged to the existing septic system. The current system was designed for more than double the proposed use levels. I