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ST OP DA UNCONTROLLED OP ST 15 11.34 AC 20 DA PROPOSED EAST 24 25 25 25 25 6.76 AC 28 29 29 29 29 29 OP ST 29 29 29 29 18 28 29 28 29 13 28 29 13 28 29 13 29 WHO PROPO 16 13 29 13 LE SED -BW 158 SALE R W 76 -B STOP -BW 76 STO W P 76 ,000 ETA -B 76 13 SF IL 8 O PATI STOP STOP 8 DA COSTCO 10 STOP 8 O PATI TION CAU STOP 13 STOP STOP STOP CAU TION STOP 7 9 21.49 AC CAU GV TION TION CAU 5 STOP 16 11 27 9 TIME OF TION CAU STOP 5 12 STOP CONCENTRATION STOP CAU TION STOP 5 CAU 13 STOP TION STOP STOP 29 FLOW PATH TION CAU 20 STOP 9 19 6 8 18 STOP 7 CAU TION 17 1 TION 6 STOP 2 CAU 10 16 3 GV 11 25 STOP 5 5 STOP STOP 15 12 4 STOP 15 13 23 23 14 21 CAU 22 TION CAU TION TION 19 CAU 19 TION STOP CAU 17 DA PROPOSED WEST 18 STOP 16 STOP 17 STOP 13 CAU 12 15 ST TION 14 STOP STOP ST TION CAU 12 ST 19.31 AC ST STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP ST STOP STOP 5 STOP STOP ST STOP STOP ST 4 STOP 14 18 ST ST ST STOP STOP 10 12 10 STOP DA SLADE AVE 9 0.90 AC EX. OFFICE 7,980 SF 13 10 10 STOP 10 10 STOP ST ST ST STOP GV POST-DEV DRAINAGE MAP NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS, CARMINA WOOD DESIGN ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. SCALE: 1"=250' 250 0 250 500Ft. 250' Page 734 of 1174