9900 19TH AVE SE 2018-01-02 MF Import

11/19/97 3:38:10 pm Barghausen Engineers page 5 Home Base - Everett Roof drain detention calculations 5947ROOF --------------------- ------------------------------------------ STAGE STORAGE TABLE TRAPEZOIDAL BASIN ID No. triall Description: trial detention pond Length: 100.00 ft. Width: 100.00 ft. Side Slope 1: 3 Side Slope 3: 3 Side Slope 2: 3 Side Slope 4: 3 Infiltration Rate: 0.00 min/inch STAGS <---- STORAGE ---- > STAGE <---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE.---. (ft)---cf--- --Ac-Ft- (ft) ---cf-----Ae-Ft- (ft) ---cf--- --AC-Ft- (ft) ---ef-----Ae-Ft- �avas��se�s........sssiv......waeasc:csaassau...........asszeaa•..aawasevsssaysa.azzeso.smss 100.00 0.0000 0.0000 101.60 17585 0.4037 103.20 38537 0.8847 104.80 63151 1.4497 100.10 1006 0.0231 101.70 18793 0.4314 103.30 39965 0.9175 104.90 64818 1.4880 100.20 2024 0.0465 101.80 20014 0.4595 103.40 41408 0.9506 105.00 66500 1.5266 100.30 3034 0.0701 101.90 21248 0.4878 103.5C 428" 0.9840 105.10 681" 1.5656 100.40 4097 0.0940 102.00 22496 0.5164 103.60 44336 1.0178 105.20 69911 1.6049 100.50 5151 0.1183 102.10 23757 0.5454 103.70 45922 1.0519 105.30 71641 1.6446 100.60 6219 0.1428 102.20 25032 0.5747 103.80 47322 1.0864 105.40 733M 1.6647 / 100.70 72" 0.1675 102.30 26320 0.6042 103.90 48M 1.1212 105.50 751" 1.7251 100.80 83" 0.1926 102.40 27622 0.6341 104.00 50368 1.1563 105.60 76923 1.7659 100.90 9495 0.2180 102.50 28937 0.6643 104.10 51913 1.1918 105.70 73716 1.8071 101.00 10612 0.2436 102.60 30267 0.6948 104.20 53473 1.2276 105.80 W525 1.8486 101.10 11742 0.2696 102.70 31610 0.7257 104.30 55048 1.2637 105.90 92351 1.8905 101.20 12585 0.2958 102.80 32967 0.7568 104.40 56635 1.3002 106.00 84192 1.9328 101.30 14040 0.3223 102.90 34339 0.7883 104.50 58243 1.3371 106.00 84192 1.9328 101.40 15209 0.3491 103.00 35724 0.8201 104.60 59864 1.3743 101.50 16390 0.3763 103.10 37123 0.8522 104.70 61500 1.4118 C