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Eagle Brook Church April 14, 2003 page 6 ATTACHMENT A Corrections to the Draft Response Document Recommended corrections to the draft response document are listed below. Page 14: The response to a comment on Item 7, regarding the spire height, should be corrected to include the revised zoning requirements. The response should be corrected to read as follows: City Response: Section 3, Subdivision 4.C.1. of the Lino Lakes zoning ordinance states that the building height limits established in each zoning district shall not apply to specified uses, including farm structures, church spires up to 60 ft., belfries up to 60 ft., cupolas up to 60 ft., and other listed uses. (third paragraph) Section 3, Subdivision 4.C.2. of the ordinance states that building heights exceeding zoning district maximums may be allowed with a conditional use permit. If the City allows this for the church building (other than a spire), it would be incorporated into the conditional use permit that is required for a church. Page 26: The response to a comment on Item 7, regarding the spire height, should be corrected to include the revised zoning requirements. The response should be corrected to read as follows: City Response: Section 3, Subdivision 4.C.1. of the Lino Lakes zoning ordinance states that the building height limits established in each zoning district shall not apply to specified uses, including farm structures, church spires up to 60 ft., belfries up to 60 ft., cupolas up to 60 ft., and other listed uses. Other building elements that exceed the height limits may be allowed by the City via conditional use permit, which would be incorporated into the conditional use permit needed for a church. Page 28: The response to a comment on Item 13, which was mistakenly omitted, should read as follows: City Response: Water usage estimates typically are similar to wastewater estimates. Water use and wastewater assumptions in the EAW are taken from the preliminary design report. Flow estimates in the report are based on the average daily and peak flows at the current facility. The weekend church service averages 1400 attendees. The average wastewater flow was about 1400 gallons per day, based on metered flows obtained from White Bear Township. This works out to an average of a gallon per day per attendee. The new church, with the possible expansion, would have 2800 seats, which would generate about 2800 gpd. An estimate of peak attendance used a 150% multiplier. This resulted in 4200 gpd peak flow: 2800 x