6525 HARDESON RD BASE FILE 2016-01-01 MF Import

Fire services must be designed based on the residual water pressure during a peak hour demand event in the summer. This pressure is approximately 95 PSI at Hardeson Road. 10. ' ewer: Sewer capacity in the main on Hardeson Road and in Merrill Creek Park.way is limited. The peak sewcr discharge rate into the public sewer system must be less than or equal to 2.78 gallons per minute per acre (4,000 gallons per gross acre per day of instantaneous peak fw�.v). OTHER REQUIREMENTS A Public Works permit is required for this project. Detailed drawings in accordance with City Design and Construction Standards shall be submitted to the Public Works Department showing site parking layout, landscaping, utilities, storm drainage, temporary construction erosion control, and all required improvements in the public right-of-way. Public Works Department approval of these drawings is required prior to any permits being issued. All improvements shall be completed, approved, and warranted before Occupancy E+ermits are issued. 2. The developer must contact the City of Everett Public Works Department Pretreatment Section to determine if an Industrial Pretreatment permit is reyuired. Most industrial users will require a permit, including those with non-domestic sewer discharge; storage of chemicals or materials; Floor drains other than required for restrooms or hot water heaters, including floor drains in warehouses; an�+ food preparation areas. Call 257- 8240 to determine if a permit is required. 3. Special charges for connection to the sewer and water systems in accordance with Ordinance 1998-94 and subsequent revisions are applicable. These charge: are based on projected water usage and can be substantial. The A.pplicant is encouraged to obtain a copy of the ordinance and derermine estimated charges prior to building pertnit application. The actual charges shall be computed by the Public Works Department per the ordinance in effect at the time of building permit issuance. 4. Lack of comment on the plans submitted with the application dces not constitute approval ofthese plans. On-site detention is required per city standards. Detention should be calculated for site vegetative conditions prior to the most recent clearing activity on the site. Treatment of srormwater runoff from paved areas must occur, per City Standards, prior ro discharge of the srormwater from the site or to a stream or weUand. Srormwater treatment is currendy required when 5,000 square feet of pavement is created by a project. The preferred options for stormwater treatment are: 1) An infiltration basin, if suitable soils exist on the site. 2) A wetpond. 3) A construcred wetland. All srorniwater facilities must be designed in accordance with riry standards. If none of the above stormwater treatment options are feasible in the opinion of the City's Public Works Department, a biofiltration swale (designed and constructed in accordance with Ciry standards) will be required to treat stormwater runoff.