Agenda - 05-05-1986 - Laserfiche WebLink

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SCOTSWOOD 4-21-86 ESTIMATED TRAFFIC IMPACTS BY PHASE CUMULATIVE TRAFFIC PERCENTAGE CURRENT APPORTIONMENT BY DISTRIBUTION ADT 1 2 YEAR PROJECT CUMULATIVE 3 4 5-� 8 9 10 TOTAL TOTAL r_ PROJECT lOnc. ----- 590 660 511 3930 2400 532 560 732 540 850 11,305 US 70 EAST 35% 4,50;1 4707 4938 5117 64 n _---- � 93 7333 751. 7?i5 84 g 7971 8160 8458 3958 , 01 US 7a WEST 5 _ 20? 7,900 0018 8150 E252 9038 5515 51„ 9625 9737 98++ 9992 10,162 2262 10,162 ST, MARY'S EAST 15% 2,100 2189 2288 2365 3 5 295�5 3315 3395 3479 3589 3610 3798 1698 3,798 ST. MARY'S WEST 20% 3,100 3218 3350 3452 4238 4718 4825 4937 5084 5192 5362 2262 LAWRENCE ROAD 5,362 10% 250 309 375 426 819 1059 1112 1168 1241 1295 1380 1130 11,3 PO Notes; Traffic estimates per phase based on unit breakdown as shown,in the table of water usage below. Current ADT based on most available NCDOT data (1983 and 1984). Applicant conducted 1985 traffic count at intersection of US 70 and St. Mary's Road. St. Mary's Road (both north and south of US 70) is currently classified at Service Level "C" and has a capacity of 8-10,000 trips per day. us 70 is currently ciassified at Service Level "C" or "0" and has a capacity of 12,000 trips per day. Lawrence Road is currently classified at service level "B" and has a capacity of 8-10,000 trips per day. ESTIMATED WATER USAGE IMPACTS BY PHASE YEAR 1 SINGLE FAMILY UNITS WATER USAGE MG UNITS WATER USAGE COMMERCIAL WATER USAGE PROJECT TOTAL - 2 bb 15,812 --- __ 3 17,688 --- --- _--- --- 15,812 4 6 1,6o8 74 I 832 - --- 17,608 5 --- --- --- 9. --- --- 21,440 6 43 11,524 -_ --- 2/3 3,094 3,004 7 56 10,988 20 5,360 1J3 1,502 13,026 $ 15,008 --- _ --- --- 16,348 10 54 14,472 122 32,596 --- --- 15,696 32,696 total 85 22,780 --- -- 410 109,8$D 21G 22,780 V{1TE5; Resident ial usage multiplier: 268 gals./unit; commercial usage multiplier based7o8S8j85 averaaecconsumetion JuneSA� ust of commerpEdl uses{HMS.}, 112,074