11/19/1991 - Laserfiche WebLink

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NOV 19 1991 BOOK Fr,cE service standard of 250 gallons per ERU per day. The North County Plant currently has a remaining capacity of -approximately 900,000 gallons per day and can accommodate the additional wastewater generated by the proposed amendment. The applicant has paid the necessary impact fees for wastewater service for the subject property and will connect to the North County Plant at the time of development. This is consistent with Future Land Use Policy 2.7 which requires development projects to maintain established levels of service. Solid Waste !Solid waste service includes pickup by private operators and 'disposal at the county landfill. Solid waste generation by an l'80,000 square foot commercial development on the subject site will be approximately 582 waste generation units (WGUs) or 1,764 cubic yards of solid waste per year. This is based upon the county's adopted level of service standalyd of 2.37 cubic yards per capita per year. A review of the solid waste capacity for the active segment of'the county landfill indicates the availability of more than 900,000 cubic -yards. The active segment of the landfill has a 4 year capacity, and the landfill has expansion capacity beyond 2010. Based upon staff analysis, it was determined that the county landfill can accommodate the additional solid waste. - Drainage All development is reviewed for compliance with county stormwater regulations which require on-site retention and minimum finished floor elevations. In addition, development proposals have to meet the discharge requirements of the county Stormwater Management Ordinance. Since the subject property is located within the R-7 Drainage Basin and no discharge rate has been set for this basin, any development on the property will be prohibited from discharging any runoff in excess of the pre -development rate. In this case the minimum floor elevation level of service standards do not apply,.since the property is not within a floodplain. Both the on-site retention and discharge standards do apply. With the most intense use of this site, the maximum area of impervious surface for the proposed request will be approximately 264,000 square feet. The maximum run-off volume, based upon the amount of impervious surface and the 25 year/24 hour design storm, will be 231,656 cubic feet. In order to maintain the county's adopted level of service, the applicant will be required to retain 207,920 cubic feet of run-off on-site. With the sandy soils characteristic of the property, it is estimated that the pre -development runoff rate is 16.8 cubic feet per second. Based upon staff's analysis, the drainage level of service standards will be met by limiting offsite discharge to its pre - development rate of 16.8 cubic feet per second and requiring retention of the 207,902 cubic feet of ruhoff for the most intense use of the property. Recreation Concurrency for recreation is not applicable the request is for commercial development, and service apply only to residential development, for this request as recreation levels of With the execution of the developer's agreement as referenced above in the potable water section, the concurrency test has been satisfied for the subject request. Compatibility with the Surrounding Areas Compatibility is not a major concern for this property. Although the proposed request is for an expansion of the hospital/commercial 22