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9210 OLYMPIC VIEW DR.PDFiiiiiiii iiiiii 12671 9210 OLYMPIC VIEW DR ♦ Qy Jtlf 4W Ojive 1996 LOVE LL-SAUERLAND & ASSOCIATES, INC. 19400 33rd Avenue W. Lynnwood, WA 98036 DETENTION STORAGE VOLUME CALCULATIONS FOR LSA/EC AT at the Cunningham property 9210 Olympic View Drive Edmonds on LSA No. 3536 M �J is �2y�9L MI. Prepared By: INTRODUCTION This report provides the basis for the detention design for improvements proposed for the subject property. The design is based on the City of Edmonds Storm Water Management ordinance No. 3013 effective 3/31/95. Due to the level of redevelopment proposed for this project, the code requires that the entire site comply with the new standards. The ordinance requires postdevelopment runoff rates to match the predevelopment runoff rates for the 10-year and 100-year 24-hour storms. The assumed "existing" condition for establishing allowable release rates is 50 percent meadow and 50 percent young second growth forest, with an average SCS curve number of 83. Soil type is assumed to be hydrologic group C, based on the SCS soil survey. The proposal includes about 42 percent impervious cover, and the remainder grass lawn, giving a postdevelopment curve number of 91. The site has no significant tributary offsite areas, and no bypass calculation is considered necessary. The times of concentration assumed for the predeveloped and postdeveloped condition are assumed to be 10 minutes and 5 minutes respectively. Rainfall characteristics include a hydrographic shape of an SCS Type 1A storm, and total precipitation (interpolated from SCS isopluvial charts) as follows: 100-year 24-hour storm 3.0 inches 10-year 24-hour storm 2.0 inches 2-year 24-hour storm 1.3 inches DETENTION STORAGE CALCULATIONS Calculations were performed using an SCS-SBUH method to estimate hydrologic performance. The software used is WaterWorks release 2.8, a commercially available program designed for this purpose. A pipe configuration was modeled in the Waterworks calculations, but an attached spreadsheet titled "Detention Pipe and Orifice Sizing Calculations" provides more detail and allows fine tuning of the design. The printout from the analysis follows the summary tables. CALCULATION SUMMARY Predevelo ed discharge 0.11 cfs 0.29 cfs Calculated design discharge 0.11 cfs 0.285 cfs Calculated detention storage 1,028 cf 1,758 cf Hydrograph volume (impervious only) 1,316 cf Lovell-Sauerland and Associates Page 2 SCS WEIGHTED AVERAGE CURVE NUMBER CALCULATION The following provides the basis for calculation .of the runoff hydrographs: SCS Hydrologic Soils type: ---> C (alderwood) Detained Basin Net Development area, sf: 60,600 Development area, acres: 1.39 Existing conditions (in square feet) Assumptions: CN: Second growth forest 81 30,300 Meadow or pasture 85 30,300 Total Weighted CN for each basin: 83.0 ------------------------------------------- Pervious: Area, acres: 1.39 Weighted CN: 83.0 Detained Basin Future conditions Total AC: 1.39 Total sf: 60,600 Assumptions: CN: Grass, > 75% coverage 86 35,100 Impervious 98 25,500 Road impervious 5,500 No. of houses/lots 4 House/lot impervious 5,000 Total Weighted CN: 91.0 ------------------------------------------- Pervious: Area, acres: 0.81 Weighted CN: 86.0 Impervious: Area, acres: 0.59 Percent impervious area: 42.10 Lovell-Sauerland and Associates Page 3 DETENTION CALCULATION DETAILS -- WaterWorks printout BASIN SUMMARY BASIN ID: OOE NAME: 100-YEAR EXISTING SBUH METHODOLOGY TOTAL AREA.......: 1.39 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS AREA PRECIPITATION....: 3.00 inches AREA..: 1.39 Acres TIME INTERVAL....: 10.00 min CN.... : 83.00 TIME OF CONC.....: 34.2KOL:O.17 IMPERVIOUS AREA ABSTRACTION COEFF: 0.2AREA..: 0.00 Acres CN.... . 98.00 TcReach - Sheet L: 2 0.4000 p2yr: 1.30 s:0.1200 PEAK RATE: 0.29 cfs Ac-ft TIME: 490 min BASIN ID: OOF NAME: 100-YEAR-DEVELOPED SBUH METHODOLOGY TOTAL AREA.......: 1.39 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS AREA PRECIPITATION....: 3.00 inches AREA..: 0.81 Acres TIME INTERVAL....: 10.00 min CN....: 86.00 TIME OF CONC.....: 15.00 min IMPERVIOUS AREA ABSTRACTION COEFF: �'20 AREA..: 0.58 Acres CN.... : 98.00 PEAK RATE: 0.59 Wfs VOL: 0.24 Ac-ft TIME: 480 min BASIN ID: 06FI SBUH METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: NAME: 6-MO PRECIP, IMPERVIOUS ONLY 0.58 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 0.83 inches AREA..: 0.00 Acres 10.00 min CN.... : 86.00 15.00 min IMPERVIOUS AREA 0.20 AREA..: 0.58 Acres PEAK RATE: 0.08 cfs VOL CN.... . 98.00 0.03 Ac-ft TIME: 480 min BASIN ID: 10E NAME: 10-YEAR EXISTING SBUH METHODOLOGY TOTAL AREA.......: 1.39 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS AREA PRECIPITATION....: 2.00 inches AREA..: 1.39 Acres TIME INTERVAL....: 10.00 min CN.... : 83.00 TIME OF CONC.....: 34.25 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN.... : 98.00 TcReach - Sheet 250.00 ns:0.4000 p2yr: 1.30 s:0.1200 PEAK RATE: 0.11 cfs "VOL: 0.08 Ac-ft TIME: 490 min BASIN ID: 1OF NAME: 10-YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA.......: 1.39 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS AREA PRECIPITATION....: 2.00 inches AREA..: 0.81 Acres TIME INTERVAL....: 10.00 min CN.... : 86.00 TIME OF CONC.....: 15.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 0 AREA..: 0.58 Acres CN.... : 98.00 PEAK RATE: 0.33 cfs VOL: 0.14 Ac-ft TIME: 480 min Lovell-Sauerland and Associates Page 4 • HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf-AcFt Acres 2 0.111 620 6203 cf 1.39 10-year detention system release 3 0.285 550 10673 cf 1.39 100-year detention system release STAGE STORAGE TABLE UNDERGROUND PIPE ID No. PIPE Description: DETENTION PIPE Diameter: 5.50 ft. Length: 80.00 ft. Slope...: 0.0100 ft/ft STAGE <---- STORAGE ---- > STAGE <---- STORAGE ---- > STAGE <---- STORAGE ---- > STAGE <---- STORAGE ---- > (ft)---cf-----Ac-Ft- (ft)---cf--- --Ac-Ft- (ft)---cf-----Ac-Ft- (ft).---cf --- --Ac-Ft- - ------------------------------------------------------------------------------------- 0.00 0.0000 0.0000 1.60 315.23 0.0072 3.20 972.14 0.0223 4.80 1620 0.0372 0.10 0.4917 0.0000 1.70 351.30 0.0081 3.30 1016 0.0233 4.90 1654 0.0380 0.20 2.7660 0.0001 1.80 388.43 0.0089 3.40 1059 0.0243 5.00 1686 0.0387 0.30 7.5797 0.0002 1.90 426.51 0.0098 3.50 1102 0.0253 5.10 1717 0.0394 0.40 15.473 0.0004 2.00 465.43 0.0107 3.60 1145 0.0263 5.20 1745 0.0401 0.50 26.872 0.0006 2.10 505.16 0.0116 3.70 1188 0.0273 5.30 772 0.0407 0.60 42.141 0.0010 2.20 545.54 0.0125 3.80 1231 0.0282 5.40 1795 0.0412 0.70 61.592 0.0014 2.30 586.57 0.0135 3.90 1273 0.0292 5.50 1615 0.0417 0.80 85.490 0.0020 2.40 628.16 0.0144 4.00 1314 0.0302 5.60 1839 0.0422 0.90 105.32 0.0024 2.50 670.22 0.0154 4.10 1355 0.0311 5.70 1859 0.0427 1.00 129.08 0.0030 2.60 712.64 0.0164 4.20 1396 0.0320 5.80 1674 0.0430 1.10 155.52 0.0036 2.70 755.21 0.0173 4.30 1435 0.0329 5.90 1885 0.0433 1.20 184.15 0.0042 2.80 798.50 0.0183 4.40 1474 0.-0338 6.00 1893 0.0435 1.30 214.64 0.0049 2.90 841.57 0.0193 4.50 1512 0.0347 6.10 1898 0.0436 1.40 246.75 0.0057 3.00 885.06 0.0203 4.60 1549 0.0356 6.20 1900 0.0436 1.50 280.34 0.0064 3.10 928.60 0.0213 4.70 1585 0.0364 6.30 1901 0.0436 STAGE DISCHARGE TABLE 1Ju VVV"' MULTIPLE ORIFICE ID No. 0 3 � Description: ORIFICE CONTROL J Q Outlet Elev: 0.00 0.00 ft Orifice Diameter: 1.5000 in. Elev: Elev: 3.45 ft Orifice 2 Diameter: 2.0000 in. STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE---> STAGE <--DISCHARGE-�T---> (ft) --- cfs--------- (ft) --- cfs-- ------- (ft) --- cfs-- ------- (ft) --- cfs-- ------- ------------------------------------------------------------------------ 0.00 0.0000 1.00 0.0611 2.00 0.0863 3.00 0.1058 0.10 0.0193 1.10 0.0640 2.10 0.0885 3.10 0.1075 0.20 0.0273 1.20 0.0669 2.20 0.0906 3.20 0.1092 0.30 0.0334 1.30 0.0696 2.30 0.0926 3.30 0.1109 0.40 0.0386 1.40 0.0722 2.40 0.0946 3.40 0.1126 0.50 0.0432 1.50 0.0748 2.50 0.0965 3.50 0.1385 0.60 0.0473 1.60 0.0772 2,60 0.0985 3.60 0.1579 0.70 0.0511 1.70 0.0796 2.70 0.1003 3.70 0.1717 0.80 0.0546 1.80 0.0819 2.80 0.1022 3.75 0.1777 0.90 0.0579 1.90 0.0842 2.90 0.1040 Lovell- Sauerland and Associates Page 5 LEVEL POOL TABLE SUNAtARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE <-------- DES CRIPTION--------- > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 10-year storm 0.11 0.33 PIPE 0 3.33 2 1028.02 100-year storm ............... 0.29 0.59 PIPE 0 5.25 3 1758.17 The final detention pipe size and release orifice diameters have been adjusted to fit the actual site conditions and constraints, but have been designed to meet the performance goals calculated above. The attached spreadsheet ("Detention Pipe and Orifice Sizing Calculations") gives greater detail. about the actual design. It is proposed to provide water quality treatment in a "wet -vault." The amount of dead storage provided is based on the volume of a hydrograph generated from the site impervious area only, for a storm which has a peak intensity of 64 percent of the 2-year design storm intensity. The resulting volume is provided within the detention pipe, below the outlet elevation. Q, � f4---),r ��/ Lovell-Sauerland and Associates Page 6 - s t>s - ,s} t� LSA/EC}iELBARGER SHORT PLAT. lb SITE DEVELOPMENT ASSUMPTIONS LSA No. 3536 1" = 44' • ;d0� iai ', } f TIME OF CONCENTRATION / ;';/;}' �• a� �- x ,' ex. condition: 250 ft brushy forest; 12 /o slope dev. condition: assume 15 min. i 1 i ' •- / -� i' /' i '' I q 1 � I SOIL TYPE Alderwood, hydrologic group C . . APPROXIMATE AREAS: /* =�a. -; c'��= ,` �r`.•4 Site = 60,600 sf . !te�g N`"� :*, I �J 1✓ Dev. impervious = 25,500 sf . o 1/a ' bf'` - Dev. pervious, use CN 86 I •, I - P i rylt till 1 9Qi - I Q �' 11' I Q� � �• 1 y I v'S1 7 / 70 �g 105 104 too j' .�-_- �' � �' 1, •`cod � 1\, ?3S -. Cr to 11 46 rir � j16�, ri 1 'I Ili i ' i,' •-I l �' '/ 'N t4�r `` �� / � ilk $ � I I = �„ t��=• ! "` � . 'let h 'I 1 1 v $> / i / /- $�; ,1k'w l r efid A es !/ /) E Page 7 0� DETENTION PIPE AND ORIFICE SIZING CALCULATIONS 31-May-96 09:10 AM DETENTION PIPE SIZE Estimate of required detention storage volume = 3076 cf including 1760 cf active storage and 1316 cf of dead storage for water quality treatment purposes. Dead storage based on hydrograph volume from impervious areas only, using a rainfall intensity which is 64 percent of the 2-year storm intensity. Assume a detention pipe 90.0 inches, diameter Cross section area = 44.2 sf Usable vol. of Type I CB @ 6.0 sf/ft = cf Usable vol. of 2 Type II MH @ 54 inch dia = 238.6 cf Usable vol. of Type II MH @ 72 inch dia = cf Usable vol. of 18 inch pipe @ ft long = cf Usable vol. of 36 inch pipe @ 4 ft long == 28.3 cf Required pipe volume = 2808.7 cubic feet V Required pipe length = 63.6 'linear feet Length of pipe used = 64.0 FT. Storage provided = 3094.3 cubic feet Minimum grade elevations: Top D/S detention CB 75.63 with 2.50 ft Overflow clearance Top D/S detention CB 75.08 with 2.0 ft cover Top U/S detention CB 75.13 with 2.0 ft cover Min Grad surf. elev = 73.63 (over any inlet: 0.5 ft above OF) Inv elev at U/S end = 65.58 Max water surface elev = 73.13 (detn. pipe sl. = 0.00% ) Invert elevation = 65.58 CALCULATION OF OUTLET SIZE Dead storage depth = Required release rate, orifice 1 = Required release rate, orifice 2 = Required release rate, orifice 3 = At orifice elevation: H, fl 68.88 4.25 70.98 2.15 NONE area, a = Qdo / (.62 x (2 x g x h)**.5) 0.45 i U i v7 (1) 0.35 ca v7 0.25 C � .N 0.15 a� v C 0.05 CU a) 2 `- -0 05 F- 0 1 3.300 ft; dead storage volume = 1290.332 0.160 0.140 0.000 Storage a, sf d,ft d,inches provd. 0.016 0.14 1 - 11/16 1290 0.019 0.16 1 - 15/16 2357 -0 Full storage = 3094 orifice diameter, d = ( 4/pi x a)**.5 g = 32.2 100-YEAR TARGET 10-YEAR TARGET 2 3 Thousands Detention Volume, cubic feet 4 Lovell-Sauerland and Associates Page 8 Max water surface elev = 73.13 (detn, pipe sl. _ ) 1-round pipe -I I -pa -I Dead Total Total Water Surf Depth wetted Hyd wetted Wetted Pipe Struc. Or. 1 Or. 2 Or. 3 Vol. Vol 0 Elev. feet width R Area Area Vol. Vol. rel. rel. rel. _____________- ---------------------------- ---------- ----------- ---------------------- ------------------- - 0.000 O.ODO 65.580 65.656 0.076 1.50 0.40 0.08 0.309 5 2.7 8 8 65.731 0.151 2.11 0.57 0.21 0.619 14 5.4 19 19 65.807 0.647 4.21 1.19 1.85 2.474 118 23.0 141 141 66.302 0.722 4.42 1.26 2.17 2.783 139 25.7 165 165 66.378 0.798 4.62 1.33 2.52 3.093 161 28.4 189 189 66.453 6.873 4.81 1.39 2.87 3.512 184 31.1 215 215 66.529 0.949 4.99 1.45 3.24 3.932 207 33.7 241 241 66.604 1.024 5.15 1.51 3.62 4.352 232 36.4 268 268 66.680 1.095 5.30 1.57 3.99 4.771 256 38.9 294 294 66.750 1.165 5.43 1.62 4.37 5.191 280 41.4 321 321 66.821 1.236 5.56 1.67 4.76 5.611 305 44.0 349 349 66.891 1.306 5.69 1.72 5.16 6.030 330 46.5 376 376 66.962 1.377 5.81 1.77 5.56 6.450 356 49.0 405 405 67.032 1.447 5.92 1.82 5.97 6.870 382 51.5 434 434 67.103 1.518 6.03 1.87 6.40 7.289 409 54.0 463 463 67.173 1.588 6.13 1.91 6.82 7.842 437 56.5 493 493 67.244 1.659 6.23 1.96 7.26 8.394 465 59.0 524 524 67.314 1.729 6.32 2.00 7.70 8.946 493 61.5 554 554 67.385 1.800 6.41 2.05 8.15 8.946 522 64.0 586 586 67.455 1.870 6.49 2.09 8.60 9.498 551 66.6 617 617 67.526 1.941 6.57 2.13 9.06 10.051 580 69.0 649 649 67.596 2.011 6.64 2.18 9.53 10.603 610 71.5 682 682 67.667 2.082 6.72 2.22 10.00 11.155 640 74.1 714 714 67.737 2.152 6.78 2.26 10.48 11.707 671 76.6 747 747 67.808 2.223 6.85 2.30 10.96 12.260 701 79.1 780 780 67.878 2.293 6.91 2.34 11.44 12.812 732 81.6 814 814 67.949 2.364 6.97 2.38 11.93 13.408 764 84.1 848 848 68.019 2.434 7.02 2.42 12.43 14.005 795 86.6 882 882 68.090 2.505 7.07 2.46 12.92 14.601 827 89.1 916 916 68.160 2.575 7.12 2.50 13.42 15.197 859 §1.6 951 951 68.231 2.646 7.17 2.54 13.93 15.794 891 94.1 . 985 985 68.301 2.708 7.20 2.58 14.36 16.390 919 96.3 1015 .1015 68.362 2.767 7.24 2.61 14.80 16.390 1947 98.4 .1046 1046 68.422 2.827 7.27 2.64 15.24 16.987. 975 100.6 1076 1076 68.483 2.888 7.30 2.68 15.68 17.583 1003 102.7 1106 1106 68.543 2.948 7.33 2.71 16.12 18.180 1032 104.9 1137 1137 68.604 3.009 7.35 2.74 16.56 18.776 1060 107.0 1167 1167 68.664 3.069 7.38 2.78 17.01 18.776 1089 109.2 1198 1198 68.725 3.130 7.40 2.81. 17.46 19.394 1117 111.3 1229 1229 68.785 3.190 7.42 2.84 17.91 20.013 1146 113.5 1259 1259 68.846 3.251 7.43 2.87 18.35 20.631 1175 115.6 1290 1290 68.906 3.311 7.45 2.91 18.80 21.250 1203 117.8 0.013 1321 0.013 68.967 3.372 7.46 2.94 19.26 21.250 1232 120.0 0.023 1352 0.023 69.027 3.432 7.47 2.97 19.71 21.868 1261 122.1 0.030 1383 0.030 69.088 3.493 7.48 3.00 20.16 22.487 1290 124.3 0.035 1414 0.035 69.148 3.553 7.49 3.04 20.61 23.105 1319 126.4 0.040 1446 0.040 69.209 3.614 7.50 3.07 21.07 23.724 1348 128.6 0.044 1477 0.044 69.269 3.674 7.50 3.10 21.52 23.724 1377 130.7 0.048 1508 0.048 69.330 3.735 7.50 3.13 21.97 24.342 1406 132.9 0.052 1539 0.052 69.390 3.795 7.50 3.17 22.43 24.961 1435 135.0 0.055 1570 0.055 69.451 3.856 7.50 3.20 22.88 25.513 1464 137.2 0.059 1602 0.059 69.511 3.916 7.49 123 23.33 26.065 1493 139.3 0.062 1633 0.062 69.572 3.977 7.49 3.26 23.79 26.618 1522 141.5 0.065 1664 0.065 69.632 4.037 7.48 3.29 24.24 26.618 1551 143.6 0.067 1695 0.067 69.693 4.098 7.47 3.33 24.69 27.170 1580 145.8 0.070 1726 0.070 69.753 69.814 4.158 4.219 7.46 7.44 3.36 3.39 25.14 25.59 27.722 28.274 1609 1638 147.9 150.1 0.073 0.075 -- 1757 1788 0.073 0.075 4-.r 69.874 4.279 7.42 3.42 26.D4 28.827 1667 152.2 0.077 1819 0.077 69.935 4.340 7.41 3.46 26.49 28.827 J 1696 154.4 0.080 1850 0.080 69.995 4.400 7.39 3.49 26.94 29.379 1724 156.5 0.082 1881 0.082 70.056 4.461 7.36 3.52 27.39 29.931 1753 158.7 0.084 1911 0.084 70.116 4.521 7.34 3.56 27.83 30.483 1781 160.9 0.086 1942 0.086 70.177 4.582 7.31 3.59 28.27 30.947 1810 163.0 0.088 1973 0.088 70.237 4.642 7.28 3.62 28.72 30.947 1838 165.2 0.090 2003 0.090 70.298 4.703 7.25 3.66 29.16 31.411 1866 167.3 0.092 2033 0.092 70.358 4.763 7.22 3.69 29.59 31.875 1894 169.5 0.094 2063 0.094 70.419 4.824 7.19 3.72 30.03 32.339 1922 171.6 0.096 2094 0.096 70.479 4.884 7.15 3.76 30.46 32.803 1950 173.8 0.098 2123 0.098 70.540 4.945 7.11 3.79 30.89 32.803 1977 175.9 0.100 2153 0.100 70.600 5.005 7.07 3.82 31.32 33.267 2005 178.1 0.102 2183 0.102 70.661 5.066 7.02 3.86 31.75 33.730 2032 180.2 0.104 2212 0.104 70.721 5.126 6.98 3.89 32.17 34.194 2059 182.4 0.105 2241 0.105 70.782 5.187 6.93 3.93 32.59 34.658 2086 184.5 0.107 2271 0.107 70.842 5.247 6.88 3.96 33.01 34.658 2113 186.7 0.109 2299 0.109 70.903 5.308 6.82 4.00 33.43 35.122 2139 188.8 0.110 2328 0.110 / 70.963 5.368 6.77 4.03 33.84 35.498 2166 191.0 0.112 2357 0112 l/ 71.024 5.429 6.71 4.07 34.24 35.873 2192 193.1 0.114 0.02 M85 0 134 71.084 5.489 6.64 4.11 34.65 36.249 2218 195.3 0.115 0.03 2413 0.146 71.145 5.550 6.58 4.14 35.05 36.249 2243 197.4 0.117 0.04 2441 0.156 71.205 5.610 6.51 4.18 35.44 36.624 2268 199.6 0.118 0.05 2468 0.164 71.266 5.671 6.44 4.22 35.84 37.D00 2294 201.8 0.120 0.05 2495 0.171 a 71.326 5.731 6.37 4.25 36.22 37.375 2318 1 203.9 0.121 0.06 2522 0.178 71.387 5.792 6.29 4.29 36.61 37.751 2343 206.1 0.123 0.06 2549 0.164 71.447 5.852 6.21 4.33 36.99 38.126 2367 208.2 0.124 0.07 2575 0.190 71.508 5.913 6.13 4.37 37.36 38.126 2391 210.4 0.126 0.07 2601 0.195 71.568 5.973 6.04 4.41 37.73 38.502 2414 212.5 0.127 0.07 2627 0.200 71.629 6.034 5.95 4.45 38.09 38.877 2438 214.7 0.129 0.08 2652 0.206 71.689 6.094 5.85 4.49 38.45 39.164 2461 216.8 0.130 0.08 2677 0.210 71.750 6.155 5.76 4.53 38.80 39.452 2483 219.0 0.131 0.08 2702 0.215 71.810 6.215 5.65 4.58 39.14 39.452 2505 221.1 0.133 0.09 2726 0.220 71.871 6.276 5.54 4.62 39.48 39.739 2527 223.3 0.134 0.09 2750 0.224 71.931 6.336 5.43 4.66 39.81 40.026 2548 225.4 0.136 0.09 2773 0.229 71.992 6.397 5.31 4.71 40.14 40.313 2569 227.6 0.137 0.10 2796 0.233 72.052 6.457 5.19 4.75 40.46 40.600 2589 229.7 0.138 0.10 2819 0.237 72.113 6.518 5.06 4.80 40.77 40.600 2609 231.9 0.140 0.10 2841 0.241 72.173 6.578 4.93 4.85 41.07 40.887 2628 234.0 0.141 0.10 2862 0.245 72.234 72.294 6.639 6.699 4.78 4.63 4.90 4.95 41.36 41.65 41.174 41.462 2647 2665 236.2 238.3 0.142 0.143 0.11 0.11 2883 2904 0.249 0.253 72.355 6.760 4.47 5.00 41.92 41.749 2683 240.5 0.145 0.11 2924 0.257 73.130 7.500 NA 44.18 . 44.179 2827 266.8 0.160 0.14 3094 0.300 Lovell-Sauerland and Associates Page 9 12-13-2001 02:33PM FROM M'S IMPORT CITY CORP. 1. TO 14257710221 P.02 oo� t c, �&-ID letz"otc) I-kol b ('��trexk c 0 t2 1($ • 25 Mares " RECEIVED D ECO� APPROVED B' PLANNING q DEVELOPMENT CTH, F EDMONDS °RT Pow. 0rw TOTAL P.02 PLANNING DATA NAME: i.-1 1-513 4 SITE ADDRESS: Eh ,�L 1 D Cam/ c7_> PROJECT DESCRIPTION: Ai_-O'T%orO REDUCED SITE PLAN PROVIDED?: es / No TE: 1-2- — 10 "-• p 1 PLAN CHK#: O 1LA M - MAP PAGE: CORNER LOT: fts FLAG LOT: 67ig / No ZONING: 2-S- ► 2 CRITICAL AREAS DETERMINATION #: E-A -w� ❑ Studv Reauired:S� ❑ Waiver ❑ Conditional Waiver SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) Exempt n SETBACKS:' PiUr A-rq 1C>a.1V4 N Reauired Setbacks: ob Street: L _Left Side: I o Right Side: i o Rear:�L Actual Setbacks reet:� .'-Left Side: 22 1 Right Side: 40 Street map checke or additional setback required? Yes / No / NA ❑ DETACHED STRUCTURES: ❑ ROCKERIES: ❑ FENCES/TRELLISES: ❑ BAY WINDOWS / PROJECTING MODULATION: ❑ STAIRS / DECKS: PARKING: Required: :L Actual: 2 LOT AREA: U LOT COVE Calculations: •1 (a 5 BUILDING HEIGHT: Datum Datum Elevation: )0O Maximum Allowed: Actual Height: I -'Z 3 - A.D.U. CREATED? Yes SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes o OTHER: Plan Review By: r-Fo� NewBPPlanningDataForm.DOC 10 N 5 PGA / t � o_ d Q� / / rn 1� <0 U zo / W� r 0z W L �'j 0. a. UWN I JWU ` oag I z Io �iroZ �IMj�QI 6�`�i 3z lox ` ir ue, c� a v, = c s10' i,)1� N� XWz �wx cy-d' W bt W 03- O W 1 • ~ 5 1011 N ?agza 00 W2/i/// w •Oci.•�t rck < Gj h ; i•I Q W N LZ pp � a N /v •��'(�( / / / _mod Z O� W /i oti/i 46�•OZ6g H" N79'234�9 s 31, M oih c $ yj o �a.s � U 25 E 44 �4v/ 1CD 'p 1 II II II N N 1 v' 25 1 0 o 1 Off• d �� p1� 2Q � � i /7 Q � '1 cz � X O ,n ,SZ 66ge;OQ 92 �c►y� �; �•00 \ N c~i) z...... R 3 8• en . \ th a o cq Ll ,� ,SZ vi �- 5y 1 `� O W p o0 W O (n Q 0 NNW Ma a Nv ��•..; 1 orn 13 Sao •O! y .� Z�Z m U. 3010 , N'6 1 3 m � N�N� 1 I �Olt; O� co z 1 �60 va0 1000, too P� / Ll sN �Q P �1GPQl �Ab.2hr 2 l 00000 .0000 s RECEIVED / .•�'" PERMIT EXPIRE$. _ ✓ L�z/1.) CITY OF EDIVIONDS CONSTRUCTION PERMIT APPLICATION . USE PERMIT ZONE 5 /'..- NUMBE JOB SUITE/APT# . ADDRESS OWNER NAME/NAME OF 13USINE/S'S PLAT. NAME/SUBDIVISION NO. LOT NO. LID NO. c N a ( �►11NI I L_ I UD FEE $TESCP 15 MAILING ADDRESS I C I ` IJ r . PUBLIC RIGHT OF, WAY PER OFFICIAL STREET MAP EXISTING PROPOSED . _ REQUIRED DEDICATION FT. InIpaCkmRalSiliffmaki'leciud d O u' WIMO required CITY ZIP TELEPHONE C'' L_ NAME �-^7�.'+'� (( // T /r 1 t 1 <I lam' �/ 1= S .lam N S ET R SIZE, LINE SIZE i�, NO. OF FIXT��Es .,5 UIRED YES02. NO 13 O z E V oar ADDRESS C _�0'1� -7 REMARKS OWNERICONTRACTOR RESPONSIBLE FOR EROSIQN CONTROL/DRAINAGE _ CITY ZIP L nrlwo oof 1$ 03-1 TELEPHONE NAME ,\ ENGINEERING REVIEWED/DATE ADPREBS 8 74/� me FIRE REVIEWED BY DATE �u °C CITY ZIP, TELEPHONE VARIANCE. OR CU /A ! SHORELINE OR ADS# N A INSPECTION REO'D 3 YES V NO BOND POSTED EXXPPIIRATIIjON DATE STATE LICENSE NUMBER EXPIRATION G-'G /�& CHECKED BY SEPA REVIEW COMPLETE. EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT' ALLOWED PROPOSED �7` Ol G� i/ PROPERTY TAX ACCOUNT PARCEL NO. l ❑ NEIk RESIDENTIAL PLUMBING ECH ADDITION ,^�•COMMERCUIL COMPLIANCE OR ❑ ❑ CHANGE OF USE LOT COVERAGE ALLOWED PROPOSED 15�� REQUIRED SETBACKS (FT.)' ^FRONT SIDE. REAR 1(�� C71�I .PROPOSED SETBACKS (FT.) FRONT L/R SI E 'REAR �g1 'alt Irj 401 q PARKING REOPID PROVIDED RX. .�i' LOT AREA �I (�� PLANNING REVIEWED BY 'D� E ^lam, / (�1'G.r► J�-.I O . ❑ REMODEL ... ❑ APARTMENT ❑ SIGN' FENCE ❑ REPAIR ❑ GRADING CYDS ❑ ( X Fri IL REMARKS ❑ DEMOLISH ❑ TANK ❑' OTHER GARAGE RETAINING WALL ❑ CARPORT ❑ ROCKERY ❑ RENEWAL (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: /�' CHECKED BY TYPE OF CONSTfIUcTioN. CODE OCCUPANT — NUMB ER OF • STORIES, NUMBER OF. DWELLING UNITS / CRITICAL AREAS NUMBERS'= N ' . : SPECIAL INSPECTOR REQUIRED YES' AREA ' OCCUPANT LOAD. DESCRIBE WORK TO BE DONE REMARKS . PROGRESS INSPECTIONS PER UBC 1.08/FINAL' INSPECTION RECVD ilk- I Nr— A58?E&W- fm VALUATION $ q,31 Description FEE Description FEE Plan.Ch6ck HM GLAZIN % LOT SLOPE % Building (P;2 0. PLAN CHECK NO- VESTED DATE Plumbing Mechanical THIS PLY THE WORK NOTED. THIS PERMIT, COVERS WORK TO t BE DONE ON PRIVATE PROPERTY ONIY ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES,' ETC.) WILL REQUIRE . " Grading Recording Fee SEPARATE PERMISSION. Q Engr. Review City Surcharge *R IY PERMIT APPLICATION: 180 DAYS : ' C PERMIT LIMIT.I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS' Engr. Inspection State Surcharge SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS.; Traffic Mitigation Plan Chk Deposit 2-7. IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF / aEDMONDS, WASHINGTON; ITS OFFICIALS, EMPLOYEES AGENT3'FROM ANY AND' Fire Review Receipt # ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY ' S FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE, Fire ItT$pBCtiOIT TOisI Amount Due 9 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE = NOR LIMIT IN ANY WAY THE CrPrS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' ' Landscape Insp. Receipt # I HEREBY GIVEN 18 CORRECT; AND THAT I AM THEWLEDGE THAT I HAVE OWNER, ER, OR T APPLICATION; THIS f TAUTHORIZEDTAc INFORMATION GIVEN APPLICATION APPROVAL THE OWNER.' I AGREE TO COMPLY WITH CITY AND STATE LAWS' REGULATING CONSTRUC- This application If, not a permit until al nod by the TION; AND IN DOING THE WORK AUTHORIZED. THEREBY, NO PERSON WILL BE EMPLOYED ', CALL. Building Omcial pr his/her Deputyeend F4ea ere.paid, and IN. VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON . RELATING TO FOR INSPECTION receipt is acknowledged In apace provided. . WORKMEN'S C MPENSATION INSURANCE AND RCW 18.27. OFFIC TU DATE SIGNATU (O OR AgENT) DATE SIGNED (425) !.112- r 1 771-0220 % d l RE ED. BY..' ATE ENT10kJ Off 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221 ORIGINAL - FILE YELLOW - lkiPECTIIII / CATS OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109. PINK -OWNER • GOLD - ASSESSOR `X\/ 10/01 CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works • Planning • Parks and Recreation • Engineering 890.194- March 5, 1991 Diane Paustain, Administrative Assistant Washington State Department of Natural Resources Northwest Region 919 N. Township St. Sedro Woolley, WA 98284 RE: Comments on Forest Practices Application # FP1912989 Dear Ms. Paustain: LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR This letter is to present the Department of Natural Resources with comments regarding the above referenced permit application. The City of Edmonds requires a tree clearing permit for all clearing and grubbing on any lot that can be divided into three or more lots, and on any lot that is designated as environmentally sensitive in the City of Edmonds Community Development Code. At this time, there has been no application for tree clearing made to the City of Edmonds on this property. There is not sufficient information in the Forest Practices Application routed to us to determine weather a tree clearing permit would be granted. The City of Edmonds, as the Lead agency, would request that the Department of Natural Resources deny the Forest Practices Application with the understanding that the applicant could re —apply -when all -of the requirements -of the City of Edmonds had beer met. Sincerely John E. Bissell Planning Division cc Edward G. Brock Jr., applicant Mark Cunningham, property owner • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works • Planning • Parks and Recreation • Engineering 890 194 March 5, 1991 Edward Brock Jr. 1507 173rd ST SW LYNNWOOD WA 98037 Dear Mr. Brock: LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR I have received a notice form the Washington State Department of Natural Resources stating that you have applied for a Forest Practices Application. I am writing to inform you that the City of Edmonds requires a tree clearing permit to be obtained prior to any clearing on dividable lots or lots in an environmentally sensitive area. From the information listed within the application, your property falls into both categories. Therefore YOU MAY NOT CUT TREES OR BRUSH AND YOU MAY NOT CLEAR OR GRUB THIS PROPERTY WITHOUT A CLEARING PERMIT FROM THE CITY OF EDMONDS. I have also notified the Washington State Department of Natural Resources of the City of Edmonds Requirements: I have enclosed a tree clearing application and the tree clearing code to assist you. If you have any questions, please do not hesitate to contact this office. Sincerely John E. Bissell Planning Division enc: Application form APO list intructions Ordinance # 2804 cc: City of Edmonds Engineering Division Washington State Department of Natural Resources • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan `890-199 CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS. WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works • Planning • Parks and Recreation • Engineering March 5, 1991 Mark Cunningham 9210 Olympic View Drive Edmonds WA 98026 Dear Mr. Cunningham: LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR I have received a notice form the Washington State Department of Natural Resources stating that you have applied for a Forest Practices Application. I am writing to inform you that the City of Edmonds requires a tree clearing permit to be obtained prior to any clearing on dividable lots or lots in an environmentally sensitive area. From the information listed within the application, your property falls into both categories. Therefore YOU MAY NOT CUT TREES OR BRUSH AND YOU MAY NOT CLEAR OR GRUB THIS PROPERTY WITHOUT A CLEARING PERMIT FROM THE CITY OF EDMONDS. I have also notified the Washington State Department of. Natural Resources of the City of Edmonds Requirements. I have enclosed a tree clearing application and the tree clearing code to assist you. If you have any questions, please do not hesitate to contact this office. Sincerely John E. Bissell Planning Division enc: Application form APO list intructions Ordinance # 2804 cc: City of Edmonds Engineering Division Washington State Department of Natural Resources • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan I -- 4 a C y LL J W ) p G i = > ° E a o o U U ¢ O v j o a ¢ L° J 0 W c z xt m Z 1 '� Q Z Ay 0 W > > E ¢�c �x N O >c LL ¢ LL 1331S r, o 0 a ¢ a rn o` o` o` LL LL LL i C L 09-dillilk STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOUR FOREST PRACTICES ✓ ;; APPLICATION/NOTIFICATION _ NOTE TO APPLICANT: Read but DO NOT write In dod areas. Complete items 1-18. Use additional shoots as needed. •/yam aC`t to 4 y CHECK BOX FOR ANY REQUEST YOU HAVE. NOTE UPLAND MANAGEMENT AREAS AND RIPARIAN MANAGEMENT ZONES. REQUESTS REQUESTS DELAYED EFFECTIVE DATE FP APPLICATION RENEWAL NO. ALTERNATE RMZ PLAN ❑ REOUESTED APPROVAL DATE HYDRAULIC PROJECT APPROVAL ❑ PRE -FILING REVIEW ❑ FOREST PRACTICE ASSISTANCE ❑ LANDOWNER WANTS FOREST MANAGEMENT ASSISTANCE ❑ DATA UPLAND MANAGEMENT AREAS ❑ NOS. ACRES HARVESTING OLD GROWTH L^, RIPARIAN MANAGEMENT WATER TYPE NO. UNITS LINEAL FEET STREAM ❑ SIDE(S) 11 or Q POND/LAKE/BAY ZONES (RMZ) BY: WATER TYPE NO. UNITS LINEAL FEET STREAM O SIDE(S) ED or O POND/LAKE/BAY WATER TYPE NO. UNITS LINEAL FEET STREAM O SIDE(S) El or L7 POND/LAKE/BAY 7— (ALSO SHOW UPLAND MANAGEMENT AREAS AND RIPARIAN MANAGEMENT ZONES ON MAP) I. NAME OF OPERATOR tic 2. NAME OF LANDOWNER 3. NAME OF TIMBER TAXPAYER (TIMBER OWNER) AD r�. ;r wit /ark F . G G. s rz c, .Sr, ADDRESS � 3 A 9 %o �"• ADDRESS iSW s. hn�4.�s>f' �: IJ /73'v's74 �.✓. CITY STATE ZIP ISTATE ZIP CITY STATE ZIP Sc% 7 i 73 SF S, w i c�.w �f2rD n/m4 L 3 �yc' i TELEPHONE NUMBER (;a& ) 7415--:Z0e.2_ I TELEPHONE NUMBER (;?-Cxo) _ 7 I TELEPHONE NUMBER (� ) 7Ys - :,2c6i 4. TIMBER TAXPAYER FULL LEGAL NAME TIMBER TAX REGISTRATION NO. S. COUNTY UNIFIED BUSINESS IDENTIFIER 8. WITHIN CITY LIMITS? NO 0 YESJK TYPE OF LEGAL ENTITY SOLEOWNER,M PARTNERSHIP C CORPORATION ❑ OTHER ❑ NAME: CALL 1.800.548-TTAX FOR TAX NUMBER OR TAX INFORMATION 7. LAND PLATTED AFTER JAN. 1, 1980 (INCLUDES SHORT PLATS) (CONTACT CO. ASSESSOR FOR VERIFICATION) NO ❑ YES. 8. IN PUBLIC PARK OR WITHIN 500 FT (e.p: PORT, CITY COUNTY, TES FED. PARK) NO ❑ YES PARK NAME: �W %L� G rf�, ` !1! tJRiAE lal'-vim PAS OIL TAx NUMB6R:R'COIRNtt Olf �iP�ATlt Y w )Q, SLOPE CONDITION A PERCENT 1� UNSTABLE ❑ ....... .. ... ;-. ,.;, .. a.. 3. HIGHLY ERODIBLE ❑ �p F pItt SIT A EW 2.7 Mh& STEEPEST 10% elrele AVERAGE SLOPE 10" Lc, C. 11. START DATE END DATE 1.� J �� ^ v/ w ON MAP) FED. THREAT. AND ENDANG. SPECIES OR CRITICAL WIUOLIFE HABrrAT: NAME_. /VO►i'7- i2...TYFF t7F i7PtBtAROtE ; - ,,f)A All (ALSO BFIIOtiI[.ON.MiI ' r x �' Ul�tili•>lFtMIM'S , •� ,.,, A.. MBS ' ,.: A ? �'.pERE.^�E� .. ._ VOTIAL t trnGhr sk�U je 3' )Sembr � � t C. C LE. I t-3 v ROAD ABANDONMENT PROPOSED/PLANNED FOLLOWING COMPLETION OF OPERATION NO JS YES ❑ (SHOW ON MAP) LOCATIOWGP WATW` yr. d�rlt�re�eatl�al��iiE>.u��s:el� `el+��o�l►�ar�k I�r' PLAN FOR ROAD CONSTRUCTION OR IMPROVEMENTS OR HARVEST OF 30% OR MORE OF VOLUME IS WITHIN 200 FT. OF SHORELINE OF THE STATE O OR SHORELINE OF STATEWIDE SIGNIFICANCE ❑ (WATER TYPES 1 AND +1, CONTACT LOCAL GOVT. FOR INFORMATION) APPLICANT IS AWARE OF 1 OR'MORE INTAKES (DOMESTIC, AGRIC.. INDUSTRY) ON OPERATION NO)< YES ❑ (SHOW ON MAP) SHOW THE TYPE AND LOCATION OF ALL WATERS ON THE ATTACHED MAP (WATER TYPE MAPS ARE AVAILABLE AT REGIONAL OFFICES OF DEPT.) SHOW SIZE AW LOCATION OF ANY WATER CROSSING STRUCTURES. INDICATE ALL ACTIVITIES PLANNED WITHIN OR ABOVE ORDINARY HIGH-WATER MARKS OF ANY WATER OR CHANNE: AND INDICATE WATER TYPE AND OTHER DETAIL: WATER TYPE WATER TYPE WATER TYPE WATER TYPE WATER TYPE (� OPERATE EQUIPMENT INSTALL CULVERTS BRIDGES FELL TIMBER SKID OR YARD TIMBER (KIND OF) (SIZE OF) (KIND OF) WATER TYPE _ WATER TYPE (� WATER TYPE �( WATER TYPE1 ROAD OR LANDING I SIDECAST, WASTE I I DEBRIS DISPOSAL I f OAR NONE l GIVE APPROXIMATE START AND END DATES FOR THIS WORK: START END (SHOW ACTIVITY d LOCATION_ ON MAF 1iT.;LAIRIC�iOA':P�iFt(tL�i::T/CIE;G�A>;IITAtId4:ICAtf.ORa;/i18lDMN81':.CONYB{�f:tRAfP" g r. HARVESTED LANDS ARE TO BE REFORESTED EXCEPT WHEN CONVERTED TO AN INCOMPATIBLE NON -FOREST USE OR EXEMPT ACCORDING TO RCW 78.09.080(3) AN[ WAC 222.34.050. THE LANDOWNER DOES 19 LODOES NOT ❑ INTEND TO CLEAR, IMPROVE OR DEVELOP LAND WITHIN THREE YEARS �I SIX YEARS O. IF TH, LANDOWNER INTENDS TO CONVERT OR DEVELOP LAND, ATTACH SEPARATE STATEMENT WITH DETAILS INDICATED IN INSTRUCTION SHEET. LOCAL GOVERNMENT MA` REQUIRE ADDITIONAL INFORMATION. AN ENVIRONMENTAL CHECKLIST MAY BE REQUIRED. SIELE IcTrAc%ez AdAk Wyi " Aw-m r 50% OR MORE OF THE MERCHANTABLE TIMBER VOLUME IS TO BE REMOVED NO O YES 14 (ADEQUATE STOCKING REQUIRED) LANDOWNER INTENDS TO LEAVE ACCEPTABLE STOCKING NO YES O SPECIES AVERAGE NO. STEMS/ACRE OR THE LANDOWNER INTENDS TO REFOREST YES ❑ ' NO IjLjATTACH EXPLANATION OR CONVERSION STATEMENT) OPERATOR OR NAMED ALTERNATE IS TO PREPARE SITE. (LANDOWNER OR PERPETUAL TIMBER OWNER IS RESPONSIBLE FOR REFORESTATION) 'REFORESTATION WILL BE COMPLETED BY POST HARVEST SITE PREPARATION WILL BE COMPLETED BY NAME DATE NAME DATE DESCRIBE SITE PREPARATION METHOD. (ATTACH SEPARATE STATEMENT IF NEEDED.) METHOD OF REFORESTATION: PLANTING ❑ ARTIFICIAL SEE NG_ ,GJ NIT AL DIN OTHER ❑ (Specify reforestation on additional shoat) IF PLANTING OR SEEDING: SPECIES 1 1`�I1Wf SIZ PROPOSED STEMS/ACRE IF NATURAL: SEED TREES ❑ SEED BLOCKS C1 (S OW ON MAP AND IF ON ADJACENT LANDOWNER, ATTACH AGREEMENT.) METHOD TO CONTROL COMPETING VEGATATION: 18. WE AFFIRM THAT THE INFORMATION CONTAINED HEREIN IS TRUE TO THE BEST OF OUR KNOWLEDGE AND UNDERSTAND THAT THIS PROPOSED FOREST PRACTICE IS SUBJECT TO THE CURRENT RULES AND REGULATIONS AND THE FOREST PRACTICES ACT. - , , FOREST PRACTICES APPLICATION/NOTIFICATION PROCESS AND CONDITIONS - NOTE TO APPLICANT: Read but DO NOT writs in shaded areas. COMPdoto dome 1.18. Use additional shoots as needed. - yy ' e „ r __ • .. ;� .. c� �:� . f `c� f � �'�:... r�>�-�'•'Lf Pam. CHECK BOX FOR ANY REQUEST YOU HAVE. NOTE UPLAND MANAGEMENT AREAS AND RIPARIAN MANAGEMENT ZONES. REQUESTS REQUESTS DELAYED EFFECTIVE DATE FP APPLICATION RENEWAL NO. ALTERNATE RMZ PLAN ❑ REQUESTED APPROVAL DATE HYDRAULIC PROJECT APPROVAL Cl FOREST PRACTICE ASSISTANCE ❑ PRE -FILING REVIEW LANDOWNER WANTS FOREST MANAGEMENT ASSISTANCE DATA UPLAND MANAGEMENT AREAS ❑ NOS. ACRES HARVESTING OLD GROWTH RIPARIAN MANAGEMENT WATER TYPE NO. UNITS LINEAL FEET STREAM ❑ SIDE(S)0 or [0 POND/LAKE/BAY _ ZONES (RMZ) BY: WATER TYPE NO. UNITS LINEAL FEET STREAM ❑ SIDE(S) 1❑ or POND/LAKE/BAY _ WATER TYPE NO. UNITS LINEAL FEET STREAM ❑ SIDE(S) El or POND/LAKE/BAY _ (ALSO SHOW UPLAND MANAGEMENT AREAS AND RIPARIAN MANAGEMENT ZONES ON MAP) NOTE:;:. TYPE OR PRUi1" Y tATwm W. PE MI- NAM OIL 1. NAME OF OPERATOR i 2. NAME OF LANDOWNER 3. NAME F TIMBER TAXPAYER (TIMBER OWNER) I \ � % - ADDRESS ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP CITY STATE ZIP i_. rig :. ,"�f -<-'ii �h � �,( C% -`-1 i'/ r-i •'�:r :r i. TELEPHONE NUMtER TELEPHONE NUMBER TELEPHONE NUMBER �. _ ROAD CONSTRUCTION RELATED TO FUTURE HARVEST ❑ REDUCED NO. LEAVE TREES SMALL CC ❑ EASTSIDE PARTIAL CUT ❑:_ NORTHEAST CT`- OTHER.Q SHADE RETENTION PLAN FOR TEMPERATURE 'SEN6FFIVE WATER -.'ET - DIFFICULT REGENERATION '* LOW PR,ODUCTIVFT`1- 11 DETAILED OPERATIOlt PLAk Rff0U61E�•T2::: CULTURAL RESOURCE ❑ (LRND0VftMFl.af ! lrlr'r 001ECT!' , 1NOtAit Ti3f8E2= Dit7 - - - - -' '' PLAM ❑ CONDITION INTERDISCIPLINARY TEAM RECOMMENDATI13WI14C ATED ❑• 411 ATE IE}i7e - -- KNOWN OR RECORDED WATER RIGHT- LES& THAMMANt.Nak-DOW NAME APPROVED_ REGION AGENCY <E8 SENT 7 COPIES SENT EFFECTIVE DATE EXPIRATION DATE q [ REGION ET' FP SPEC. C3-" ECOLOGY 13-' FISHERIES C�--WILDLIFE' 9r - -. w � _ -.- GOMM AFFECTED INDIAN TRIBE OTHERS NAME. NAME - - _ - - _ 01 AFFECTED INDIAN TRIBE OTHERS -- LpCAL GOW. NAME n` NAIAic...\.,F �CJ AFFECTED INDIAN TRIBE OTHERS DRMNAGE'_� /i. RESa •t762• NAMi _ �� ... -_. �.-^vNri�i.`•-' :. � - NAME ' e .., EXHIBIT "B" AUTHORIZED FOR Reid, Middleton & Associates, .Inc. CITY OF EDMONDS Engineers • Surveyors • Planners By Page Of _=1_ Vinyard Short Subdivision Legal Descriptions (Cont.) July 11, 1984 . CITY OF EDMOND5 File No. 02-81-039-003 P. W. DEPT, ENGINEERING DIV. Page 5 JEXAMINED, 81r. DATE REMARKS QL 4v K liGPu LOT 4 That portion of Tract 58, Edmonds Seaview Tracts, according to the plat thereof recorded in Volume 3 of Plats, page 76, and Tracts 17 and 25, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recorded in Volume 5 of•Plats, page 47, records of Snohomish County, Washington, described as follows: Commencing at the southwest corner of said Tract 58; thence NO.1912711E along the west line of said Tract 58 a distance of 254.33 feet to the northwest corner of said Tract 58; thence N8315615711E along the north line of said Tract 58, a distance of 416.43 feet to the point of beginning; thence continuing N83.5615711E along the north line of said Tract 58, a distance of 559.23 feet to the northeast corner of said Tract 58; thence S0.1912711W along the east line of said Tract 58, 243.25 feet to the northerly right-of-way line of SR 524; thence northwesterly along the arc of curve, whose radius point bears. S15' 51' 34"W 389.26 feet, a distance of 337.03 feet; thence S56. 15'07"W 81.70 feet; thence N33.4415311W 20.00 feet; thence southwesterly along the arc of a curve whose. radius point, bears:;. N330.44153"W 360.28 feet, a distance of 92.97' feet •to the south line of said Tract 58; thence N8901112011W along the south line of said Tract 58 a distance of 120.42 feet; thence S1.38'38"W 21.25 feet to said northerly right-of-way line;. thence westerly along the arc of a curve, whose radius point bears NO.37'35"E 360.28 feet, a distance of 7.00 feet; thence N59.22'45"W 173.96 feet; thence northwesterly along the arc N3003111511E 84.94 feet, a distance thence N62' 41' 12"E 4.88 feet; thence NO. 191 2711 E 15.01 feet; thence N81.52' 33"E 256.81 feet; of a curve, whose radius point bears of 57.28 feet; thence N6003'03"W 140.00 feet to the point of beginning. TOGETHER WITH and SUBJECT TO a 40-foot easement for ingress, egress and utilities as recorded under Auditor's File No. 1423034, records of Snohomish County, Washington. TOGETHER WITH an easement for ingress, egress and utilities over, under and through that portion of Tract 58, Edmonds Seaview Tracts, according to the plat thereof recorded in Volume 3 of Plats, page 76, and that portion of Tracts 17 and 25, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, page 47, records of Snohomish County, Washington, described as follows: Commencing at the southwest corner of said Tract 58; thence N0.1912711E along the west line of said Tract 58 a distance of 254.23 feet to the northwest corner of said Tract 58; thence N83.56157"E along the north line of said Tract 58 a distance of 165.12 feet to the point of beginning; thence continuing N83.56'57"E along said north line 251.31 feet; thence S60•03'03"E 10.00 feet; thence S83'56'57"W 193.00 feet; 121 5th Avenue North, Suite 200. Edmonds. Woshington 98020 (206) 775.3434 ter• .. EXHIBIT "B" Vinyard Short Subdivision Legal July l l ,. 1984 File No. 02-81-039-003 Page 6 LOT 4 (Cont.) s R6id, Middleton & Associates, Inc. Engineers Surveyors • Planners Descriptions (Cont.) AUTHORIZED FOR RECORDING CITY OF E'L)MONns by Page of = thence southwesterly along the arc of a curve, whose radius point bears S6.0310311E 65.00 feet, a distance of 94.87 feet; thence SO' 19' 21"W 67.64 feet; thence southeasterly along the arc of a curve, whose radius point bears S89.4013311E 84.94 feet, a distance of 88.51 feet; thence S59.22145"E 173.96 feet to the northerly right-of-way line of SR 524; thence westerly along the arc of.a curve, whose radius point bears N1'44'20"E 360.28 feet, a distance of 4.21 feet; thence S2.2413011W 20.00 feet; thence westerly along the arc of a curve, whose radius point bears N2'24'30"E 380.28 feet; a.distance of 10.80 feet; thence N85057153"W 12.06 feet; thence N59.22145"W 159.35 feet; thence northwesterly along the arc of a curve; whose radius point bears N30.3711511E 114.94 feet, a distance of 119.77 feet; thence. NOD 19'27"E.67.64.feet;,., thence northeasterly along the arc of a curve,:'whose radius point bears S891140'33"E 95.00 feet, a distance of 75.88 feet to the point of beginning. fit\Ry.,... _ ............... _ ... �� or lwx AL6ATE j�nd 1 1•2.1 5th Avenue North, Suite 200. Edmonds, Washington 98020 (206) 775.3434 16. 'F 4' j�, . � "�. , �• , r f. � z — .: r, �,rc+ '": "" » ; , , fir.+-� off I wx , ris AM ow -n,! .-ria.� :"`emu 'IqN ;� -,. ,� �, , •/ .}�- ..._ .�. � � f°• .•y •, ; c '�^+3_3a., -� ice,' �• f," r � t �t. .. ' .�: ` - • 'a,' � � �. �, •. t: f,� ' �' �s�� S' 4 ' },)• , . �i' , t ter..IFre Ofi 'i��' i ,� �Yt�i '•y' 'r5 5 rY rt �' •� �..��.f' �� t1•+: I '� 1• F. fl. ',S•' • 1 •7. :_ � . a,. c mot,Aw �-{�, dn,%� Yam'„ '� :;k, '... M:.,1. .. .�.•#� ,+r iL { ` �• 1 � e. � •;, �` �t `� � ' '� `eems ' �� ">s?'..?,; ./.^ , `,, is • �� i. , �'_� i •.� 1.� , i� AS ,� ��.��•.. �f`',�., �. ',fie i'`�i',h .r- `'f �± •ice: � ., "o t ��••r � t� 1 1 -iC slit 1, t�►, '� ,� .{ " .' * � � _�. , ._ . CUNNINGHAM APPRAISAL SERVICE Real Estate Appraisers & Consultants • Investments January 24, 1991 19730 fifth West • LynnwNi, WA 94036- (206)778-7827 Re: Forest Practices Application/Notification URBAN ENVIRONMENT STATEMENT #17 It is the attention of the owner of the property to formally plat the subject property and to clear cut, partially cut and land clear so as to provide Puget Sound and Olympic Mountain view to the southwest and northwest. Any slope sensitive areas will be replanted with low growing plants which will maintain the stability of slope soils. The method shall be by tractor skidding. 'Iado not have any approvals from the City of Edmonds as I am just beginning the pre -development process. The total platting process should be completed within three years. Please see attached proposed plat map, and map of operations. Respectfully, Mark E. Cunningham Enclosure � «r"T.,r.C� �.fa' " '. - ,.a :- ,. . , • 3�n � • ;K- µ" . ` ,yi+.^.' ) �-v�, _ �r9�' �'�'�^ i'+� �C�Uryr,t' m'�"'r'�r �� .i'i�'y' n�� `n � •.r - R. t-k,.µ,�..:•^r...,l`v'�Fl?rS".r°"`'ld'',u�:rp'y�I.,�Y"•wyt��G�r'"Y'}jww.....-.�'�r'4T4t't her+.4i%rk#'^'��"�lii.�awYvw""' � �� . +�y�,.�.- '. 4.n��,�.,,<,y/'a i�J%i�(„�:-( v,��-..._�•: 1890-19()v City.. of, Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT permit Numeer: q 1 - uo Issue Date: A. Address or Vicinity of Construction: '7.F/Q B. Type of Work (be specific): �' ,-., i�,••�'�'/,' : ��/,l '/, '��' S C. Contractor: te-51,'D. 0, uACG Contact: g S�9'AO-33' Mailin Address: � .4 � �� Sv.:re � na 7 7.5- /S 9/ State License #: Liability Insurance: Bond: D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): 1 E. ❑ Commercial Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other. INSPECTOR: �IV-2f I-) INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes ❑No G..Size of Cut: x H. Charge $ APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costa, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at ti e ' o s ' ion purposes. Signature: , Date: (Co ractor or e ALL DIAL -A -DI PRIOR TO BEGINNING WORK NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.) Comments Diagram CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: STREET FILE March 7, 1979 MEMO FOR RECORD SUBJECT: REPAIR OF LATERAL AT,9210"OLYMPIC VIEW DR"IVE On March 6, 1979, the Street Division accidentally broke a 4 inch sewer lateral at 9210 Olympic View Drive while they were installing a new storm catch basin. After the sewer lateral was exposed for repair it was evident that the last several feet were inverted. The Sewer Division has been called to this address in the past to check for a sewer problem. Now that we know the Lateral is inverted, future problems can be expected by the home owner. However, the sanitary sewer is on private property and any problem that may exist should be considered a customer problem. The side sewer was repaired Ma _,_r; „ _ a JJ:kjr CITY OF EDMONDS tp V f PUBLIC VPCHtKS IL E ACTION REPORT i N° 4064 SUSPENSE DATE: Date: 4-1i / 6Time: File # Attachments: Oyes SUBJECT: u REQUESTOR: NAME: `- V Cf//J /,' �['/ ADDRESS; /LM OYti+ `~1 PHONE: / V REQUEST RECEIVED BY: TELEPHONE CONTACT IN OFFICE/ OTHER: IO ' RECEIVED BY: ACTION: I V 1 ' All Concerned Notified Action Com leted/File O v �..- STREET FIL ` CITYOf,EDMONDS APR 19 1977 r Civic Center Edmonds, Washington 98020 Telephone, (206) 775-2525 Public oums Dept. April 14, 1977 Mr. John M. Taylor 6602-230th Street S.W. Mountlake Terrace, Wa. 98043 PERMIT .#760672 9210 OLYMPIC VIEW DRIVE The above Permit ,was issued with a requirement for drainage improvements.that have not as yet been installed. Please be advised that no final approval can be given to this Permit and occupancy allowed, without the work being approved by the City Engineer. E. Joseph Wallis, Di ector Community Development Dept. HMW/ae cc: City Engineer ra'►� t� � b v� m � ors �.�•r� L•�c. �,�, ,�� i.,,/ STREET FILE CITY of EDMONDS --- PUBLIC WORKS DEPARTMENT Routing of Building Permit Applications Proposed Property Address of Application: 9210 Olympic View Drive fW DEPARTMENT COMMENTS DATE W A T E R C . j. STREET . .,.22 C' ' 1 Q SEWER ' t N 0 T E S BUILDING DEPARTMENT COMMENTS I/^ j l9 3�0 USE '' PERMIT ' B U I L D I N G DEPARTMENT Applicant. Fill ZONE • NUMBER Heavy Lines PERMIT APPLICATION JOB .Inside ADDRESS NAME OR A M E OF BUSINESS_ ^�/ jjj Yr i M. LEGAL LOT LOT RE SUBDIVISION NO. MAILING ADDRESS ❑.YES ❑ NO . . - Z T / l / � (`S�b• VARIANCE OR. ADB NO. ' L iii y' � 0 COND. USE NO. � � CITY TELEPHONE NUMBER U' 1 � �7 =� PROPOSED YARDS HEIGHT z Z FRONT SIDE REAR Z NAME Q ' ALLOWABLE PROPOSED '. J. a- U _ SIGN AREA SIGN AREA F ADDRESS OTHER _ - REQUIREMENTS U E CITY TELEPHONE NUMBER - Q PLANNING DEPT. APPROVAL DATE NAME ... �( P / k�jL;Al O STREET R/W �(^�V, /-�i, EXISTING STREET R/W FT, DEFICIENCY THIS PROPERTY ADD ESS F- �/` r - 1�/' •,' y n �� 7 COMP. PLAN ST. R/W- FT. FT. ' Q REMARKS V Z E CITY /j TELEPHONE NUMBER //,// e. U STATE LICENSE NUMBER CITY LICENSE NUMBER - - CHECKED BY W W Z_ STREET AND/OR UTILITY ❑ YES W Legal Description of Property (Show Below or Attach Four Copies) WORK REQ'D ❑ NO UNDERGROUND' ❑ YES Z WIRING REQ'D ❑ NO F. TYPE CONNECTION VERIFIED BY . a m - '❑ YES PERMIT NUMBER W W W SEPTIC SYSTEM 0 APPV D BY CITY ENG.. ❑ NO W QREMARKS N W J METER SIZE SERVICE SIZE CLEARANCE CHECKED BY E W f. REMARKS Q 3 NEW RESIDENTIAL GAS - �L'INE FIRE ZONE TYPE OF CONSTRUCTION CODE NON-RESIDENTIAL SIGN ADD RETAINING ' ❑ DEMOLISH EP SPECIAL INSPECTOR AREA REQUIRED OCCUPANCY OCCUPANT GROUP LOAD WALL 'ALTER EXCAVATE FENCE ❑ OR FILL I x_Frl ❑ YES '❑ NO - H PLAN CHECKED BY THIS SITE IS LOCATED IN THE CITY w REPAIR PRE -MOVE SWIM El OF EDMONDS. LOCAL SALES TAX 'SHOULD BE 0 INSP. POOL REMARKS CODED 31,04.Z . NUMBER OF STORIES NUMBER OF 0 �. DWELLING UNITS - _J 7 NATURE OF ORK T BE DO E. m VALUATION FEE PROPOSED USE Z PLAN CHECK O NO. a PLOT PLAN JINDICATE BUILDING SETBACKS, ' ABUTTING STREETS) BUILDING V W PLUMBING - O m 0 HEAT & GAS LINE FENCE SIGN. RETAINING WALL SWIMMING POOL ' ' JAM S H. M III 1180Y 1, M11#111Ll(IN C. WAYNE J0NLS LLOYD H. NFL50N a. • W. Re,'7&Za&&a Ql 4Q"a4&4, '%LC. ENGINEERS' • "SURVEYORS PLANNERS 1,14 Mdin SIn:,I • Ldmund'., W,,, ;l ,i; M7f(171 • '. ( r //',. / ' 1 August 26, 1976 File No. 5028 LEGAL DESCRIPTIONS FOR JOHN M. TAYLOR PARCEL A All that portion of Lots 13'and 14 in Block 1 of Seahurst, as per plat recorded in Volume 9 of Plats.on page 90, records of Snohomish County, Washington, de- scribed as follows: Beginning at the southwest cornerof said Lot 13; thence N66044'E along the south line thereof for 50.63 feet; thence N23016'W, 20 feet; thence s66044'w to an intersection with a line running from the northwest corner of said Lot13 to a point on the south line thereof that is N66044'E, a distance of 33.33 feet from the southwest corner of said Lot 13; thence northwesterly, .along said intersected line, to.an intersection with the southerly line of the northwes.'terly 230 feet of said Lots 13 and 14, said intersection being the True Point of Beginning of this description; thence continuing'.northwesterly along said line running from the northwest corner of said Lot 13 to a. poi-nt.on the south line thereof that is N66044'E a distance of 33.33 feet from .the southwest corner of said Lot 13, to an intersection with the southerly line of the,.northwesterly 150 feet of said Lots 13 and 14; thence northeasterly, along the southerly line of the northwesterly 150 feet of said Lots-13 and 14, to an intersection -with a line drawn parallel with,and lying 30 feet westerly of the easterly line of said Lot' 14; thence northerly, along said parallel line, to an intersection wi:th the north erly line of said Lot 14; thence northeasterly, along the northerly line of said Lot '14, to the northeast corner of said Lot 1'4; thence southerly, along the easter- ly line of said Lot 14, to an intersection with the southerly line of the north- westerly 230 feet of..said Lots,13 and 14; thence southwesterly, along the southerly line of the -northwesterly: M feet of said Lots 13 and 14, to, the True Point of Beginning. R; SEND(Cezrl� JIT, p a Ai i, DIM 7YN i. `S,,,,,` S4 D `Ev,`, �WE P E IT`, 'E," 0 1`0 1P 7,, 7 WATER -SEWER, SEWER, DEPARTMENT 7 j No �5: -MV -8 3, PER % 5-' 525 for side sewer .inspections .,Rr he construcqon. v :(,,,Call i,7 '2'Inspection will, be' -provided wIthi6 24 hoursafferqust. NO FORE covering any t Sat 'lio iday Inspections-1 '.�:Sun or -CONSTRV.CTI ..... .. . '9.0 ..... ................................ ADDRESS, LOCATION"OF . ....... ...... �A PROPERTY LEGAL DESCRIPTION ............... 4E C*) .............. ........................ ............................................... .................................. ................................................. ....... ........... ------ ....................... .. ...... ...... ------ ..................... ............ ........................................ —2 ......................... .... ............................................. .................................OWNER AND/OR BUILDER CONTRACTOR'S NAME & ADD . ......... RESS .......... ........ (:;Rn.. granted ........ ...... for re I .,connection of a side swArto, th Permission Is 19, Pa T'and/or t e city -: sanitary " sewer accordaincemith i_.' }.ATTENTION Is CALLED TO THE FOLLOWING::. *`,NOTE'N'o. 1—The owners'of'the property-'may'6blain a'permit. to construct *sewer inside property .11ne.' 'A licensed Side Se'wer Contractor -must be employed to construct: side.sewer..instree t area. Do not:cover any portion .of selver'before it has. been inspkted: NOTE No. 2---All work performed in city right-of-way requires in invasicn �of filkht-9imway'Peradt obtalfiabl'e ;from the City. Engineer's office; ...:'NOTE,,No.'3—Obtain-fuIl information regardink'Ordinance-ii.,i8.030"a�-id-.!keiuiation,sj'goverbiiig side sewers when, you get permit., 11..�,.:'`'''eppi :%4OTtNo:�4�Top'of,sid sewWnust'uiv�at-Ieist.36.Incbes coverage at property lineand 12 InchesInsid' 'ro' ryIlne; minimum .grade of 2%. No bends grade sharer than ':wIlf be permitted. •N.07)p No. 5--Trenches.in. street mustt be water,settled.ai;d`.-�.'sur'face of street restored. to original condition. Contractors shall be'rdsponsible for failure due to improper work which4nay developwithin oi�d, year of completion. N -0TD No:. 6—It is unlawful` to alter or do, any other work than is'provided for in ",the permit, or to do;any work on the maln sewer or Its appurtenances - except, to in- sert the- Pipe into the wye. DISAPPROVED ❑ Date ................................... .... By ............ ... Date ......... ..... ........... ... BS ................ Date .................................... By ................. APPROVED ....................... ...... B .... ..................... .. . ....................................................................................... y X11, -� ..... (21 ..... ..... ..................... N . ...... 77-: ... ........................................... ............ ...... A. ...................... ........... ........... ........................ .............. ................................... .............................. ..................... . aBOTII Permit'Copies MUST Be Signed By bwner of Firm Performingor Insp"��t Construction PRIOR To Request F ion V_ ............................... certify that'th_�;s ewer installation constructed under this permit A side s ....... .... here cer 't .. ......... ...... 1- �y (Owne - i/of. ontraoil6g liiHePerforming Construction) Oled� iii-accordance withall governing ordinafices of .the City of Edmbrids,'.' % r .. �....................... ................ . ...... Dated this..04Y of ...,..; iiBEFORE Power Ei, Sewer E] Other - [3 Check "ithir you -dig for: Water [1, :Gas E], -Te Telephone P I ( 11 40,� ow 7. • G 0 0 ❑ a o to, oyo Ozj, btl rorn c c o c x x y ~ y C z 5p y m 9:: tv TRE 7' y cT FILE 5 n 5"",]oy lyy� O JJ A �°9 roCY m r0.. 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