615 80TH ST SW 2022-01-03 - Laserfiche WebLink

Step 1: Fill in the Quantities below: The total amount of proposed hard surfaces (rooftop, pavement, etc.) for my project site is: 10,800 S.F. (Box 1) 6,180 The amount of existin hard surfaces on my project site that will be removed or replaced is: S.F. (Box 2) The amount of net new hard surfaces on my site (proposed minus existing to be removed/replaced) is: 4,620 S.F. (Box 3) Step 2: Evaluate the three statements below by selecting TRUE or FALSE: 1. The value of Box 2 + Box 3 = Box 1, above. ANSWER: Choose an item. TOE, *If False, re-evaluate your areas and try again. 2. The value in Box 1 above is 2,000 square feet or more. ANSWER: Choose an item. -"F— *lf False, only complete General information & Construction Storm water Plan. 3. The value in Box 3 above is less than 5,000 square feet. ANSWER: Choose an item.1vilti *lf False, submit an Engineered Drainage Report addressing MR# 1-9. I Reserved for City of Everett Public Works Approval Stamp I PUBLIC WQRKS DEPARTMENT BY -Zai Id ld L'A —AMAh DATE 2-2- 013- CITY OF EVERETT REVIEWED FOR PERMIT PW 16ia -C)qq Step 3: Proceed with this entire Questionnaire if all 3 answers above are TRUE. General Information: Project Site Address: 615 801h St. SW, Everett, WA Prepared By: Ned Nelson, Architect Date Prepared:12-28-2016 Existing Site Information: 1. Please describe the existing structures, hard surfaces, slopes, drainage patterns, drainage pipes, vegetation, etc. Two existing one story buildings for manufacture of rowing shells, and storage for related materials and parts. The developed site is relatively flat. Paving and compacted gravel are the parking and storage area surfaces. There is an approximate 20 ft. wide treed/vegetated bank on the entire west border and a 45 ft. wide treed/vegetated bank on the entire east border, sloping down to Hardeson Rd. An existing tightline catch basin system connects to the storm line in Hardeson Rd. The project improvments include a building addition. Runoff from the roof area will be collected in downspouts and tight lined to an existing private storm drainage system. The existing storm drainage system will be un-altered with the exception of the new roof leader connection. Runoff from the site discharges to the public storm drainage system in Hardeson Rd. via 8" PVC pipe. 2. Please provide the following quantities of existing hard surfaces in square feet: Existing Roof Area:17,920 sf Page 1 of 7, C1.'.}70FEVE _RE 1 1 32L.z,=C`.:Li-0c=irSt re,et. I a`€ ret't, ev'z''1982f)1 1 4,23-21K 7,88110 le, ,`e