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20071995 Ver 1_Site Plan_20080527
" <; . , _ . NLET # -23 D A:=0.40acres GVALUE=0.95 " , ET#=13 TG=10miris - 5 D A 0,27aa es , - Q10=2;1Tcfs " " C-VALUE-U:95 Tc=10mrns . - . ; INLET # =11 Q10=1.46cfs INLET # =16 IN ET# =~6 , _ . ET # =8A ,A.=0.41 aces ` • Q A.=,0.33acres " D,A.=0.30acr .=0.02acres C-VALUE=0.65 INLET # =15 C-VALUE=0:95 es. , . , , . C-VALUE Qr95 GVALUE=0.95 Te=l Omins - DA=0.33acn~s Te-10mins _ INLET # =Existin 9A T~10mrns Q10-1.52cfs C VALUE=4;95 Q10-1:T9ds t s D.A.=4.80acres fNLET # -19 Q10=1:62cfs , Tc=10mrns Q10=0.11cfs INLET # =1 = : - _ - D: 0 - LUE=0.90 A, 0.36aaes - INLET# =101 Q10-1.7 % : INLE 9cfs _ _ T # =1 T . _ . DA.=0.11acres c=l0mins DA:=0.29acres GVALUE=Q.95 INLET #.=21 _ . D.A.-0.29 0=24.62cfs C-VALUE=O.~v . _ . J;, # 28 , acts - : T~10mins - D A =0.14aaes INLET D.A.~,20acres GVALUE=0.95 C-VALU - E-4.95 . ~10mrns _ Q10=-1:95cfs - ` GVALUE=0.95 ,D.A:=0:42aaes Tc=lOmins T~1Omrns - T~10mins Q10=1.57cfs : ~ Te=lOmins GVALUE=0.95:'- - (NLET = Q10=O.60cfs # 31'. _ Q10 1:5`tefs . fNLET # =31 Q10=1:08cfs ~ f _ _ _ Q10=0;76cfs T~10mins, D,A:=O. . 08ac _ r INLET # =100 DA=0~.08acres Q1Q-2.27cfs GVALUE=O: DA.=0.08 tfall C Ou D acres ~ ~ Tc= C-VALUE=0.95 . INLET # =35 10mrns GVALUE=0.95 ~ - _ 1 - Tc 10mfis ~ ' ~ ~ ~ ' . D.A 0 24aaes ~ . . ~ 010=0.43cfis C-VALUE=0.95. - - N - _ .~r Tc=10mins E - _ Q10=0.43cfs Y, _ _ , _ _ T _ _ # v . _ -4 _ _ INL E - - - . . ' 'INLET# =37 Q~I)-1:30cfs . ! ' _ INLET # =102 D.A.=0.18acres R , , _ _ - C-VALUE=0.95 D.A.=0.26acres ~ ~ ~ - D.A 112acres - ; C-VALU€=0.55 , C VALUE=0.95 Tc=lOmins ~ - . ~ Qutfall E ~ K ' Tc=10mins INLET#=38 Tc= ~ - ~ ' ~ Q10=0.~7~s 10mins Q10 3.50cfs , D A 0:26acres C-VALUE=0.95, Q10 1.41cfs INLET#-103 ~ ~ ~ ~ - INLET#_ 2 17A DA.=0.19acres ~ ~ ~ D.A.=0.17aa " D1, Tc-10mins ` . ~ _ GVALUE=o. N 4 es _ Outfall A I - 95 ~ ~ , ; , GVALUE=0.55 _ ' ' I - ; , NLET # X29 LET # 22 INLET # =2 Tc=10mins ~ - _ _ :48aares ~ 7c=10mrns INLET#~=~0~ ~ . - :~z 0. :A. e 16acres Q10-1,03efis Q10=0. _ _ ALUE :0:95 53cfs UE-Q:95 , VALUE-0.95 ~ - ° ~ ~ ~ . Q:A 0~28aaes : GVAtllE=0.95._: ' . - , rains Tc=10 c- turns T~10mrns INLET # =16A , X10=2.60cfs Q10=0.87cfs ; ' ~ , . D.A.=0.16aaes 0=1:46cfs INLET # =14 GVALUE=O. ` Tc=lOmins Q10=1:24cfis , 55 _ . INLET # =5 1 LET - I T 22aaes Tc=14mrns h; ~ , _ ~ INLET # =43 ` INLET. # =12 D.A.=0.13acres INLET C-VALUE= - ~ D.A'.~.1 D.A.=0.f0 0.95..... _ Q10-0.50cfs D.A.=0.38a GVALUE- aes _ _ ~ D.A.=0.29aaes INLET # 45 -0.95 ` , D.A=O T = - ' . : C ~ GV .26aaes c,l0mrns ALUE~):95 E 0,95 " - C-NACU INLET #:-18 3 ; T T _ " . Tc=1 Omins INLET # 3 . INLET # -6 C-VALUE= E 0.95 Q10= ~ ~ ; ' C-VALUE 0 9~ . ~ 1. 0.95 1.19cfs D , ,..turns cnrns 1 - D,A:~O:'15a _ Tc=10 Q 0-O.lOcfs ores , DA._ 0,13acres ~ Te- turn . - _ _ A.~:23aaes 4 = - 1 = , T~10rnins D.A.=0.18acres ~ - INLET # =41 ~ C VALUE=0:95 GVA ,lomrns _ : D : Detention Q 0 o.97ds w_ _ Q 0 0.54cfs 0-2.06 C-VALUE-0..95 E-0,95 GVALUE=0.95 Q'LO=1:41cfs _ ` ,r~=1o assn I Tc=10min turns ~~=10mins - NLET D.A.=0:18acres Q10-1.57cfs Tc=lOmins r~, C-VALUE=Q95 ~ : -4.97cfs s # 25 I _ J LET # -39 ~ INLET# =9 : - " Qifl=1: _ R10=0.8Tcfs -Q1~=0.70cfs _ 25cfs D:A.=Q:18a - - _ Q- . Q10- ;n,> ra - ' . T~.10min~ ~ _ - cres ;1~ . aes Q ~ rJ GVALUE=0.55 VALU - ; C-VALUE-=0:95. - ; . 3 ~ ~ ~ 010=0:97~fs " ~ Out#al1 G~ INLET# ~ ~ 4. `\~t, Tc-10mins Tc=1Omins ~ , <<= T " ~-10mrns . , _ g . - ~ DA~=O ' ~20ac~es 56cfs 20 0=1:19t~s 6cfs _ LET # _ ~ _ _ _ GVALUE 0:9$ i _ _ _ _ D.A =018a aes- ~ INLET.# =2T CULVERT 30 e.> _ _ - , . , : c-v _ _ _ _ ! D Detentlor Detention ~ ~ ~ T~lomins A 'Z LUE 0.95 DA.-0.29acres : DA.-10.64.aaesZ' - : Tc=lOrrrins C-VALUE=0:95 i 010 ~;Q$cfs . ~aSIR #2 , INLET#,=50 _ Q10=0.97cfs : _ Ttr1Om• _ _ . ~ . ~ D.A.-0:2~acres INLET # =52 _ - SYSTEM F - GVALUE~? - Q10=1.57cfs ~ ` 95 D:A.=0.365 - i - it . . ; U INLET # =44 ~ ~ ~ 0 a10r:30cfs cV p ns0 95 INLET# =42 - D.A:-0135a`es -4 2. INLET # =34 ~ . ; 6aaes " C-VALUE-0:95 SYSTEM H ~ ~ 010=1.95cfs ~ IPILEI' # =5S A -0:15aaes - , t . D:A -0 30acres _ : - D.A:~:69acres ' :5 VALUE=0.95 , Tc=lOmins C-VALUE=0..95 - - , Tc=1Omins _ C-VALUE=0.95- . _ _ 10=0:81cfs Tc= LOmins ~ 010-0.70 INLET # =51 Tc-10mins D,A T c=l0mins .v . Q10 -3.74 ~t10=0:81cfs „ . ~ -0.23acn~ - - , VALUE~=0.95 Q10-a-.62cfs . , fNLET.#=46 D.A:=0.18acres Tc-1pm~ns -Q10=1:24cfs - : G VALUE 0:95 ~ , T~10mins _ _ - . r INLET # =36 . Q10-0.97cfs ~ . ~ INLET # -53 I _ _ DA.-0 48aaes D,A 0.36acres - D AI~LET #,=54 965c - CV , - ALUE=0.95 ~ Au 6 96 saes D q LET # =49 C=VALUE-0 95 GVALUE p, 5 _ -0.20aaes ~10mms Tc-10mins Tc=1 Omins ; , Q10=260cfs GVALUE~;95 Q`1OT1:95cfs `Q'10=3:U1efs - " T~10mins. " _ - 010=1.08cfs _ .INLET #;=55 - " - D.A. 0 09aaes " ~ OUtI' C-VALUE 0;95 all ' ns - - _ - - ; ~©~~~E , D " Detention ~ ~L ; _ _ . v;; ; : , . . :ri - ~s~o~ " . asin . _ _ " ~ - " ~ _ r , , - - Y _ r. ' ctY,.u , GUILFORD COUNTY NORTH CAROLINA STVJ Rat h Whitehead Associates Inc. LEGEND P 0 100 200 4~ 600 800 HARTLEY DRIVE ROCK HILL BUSINESS TECHNOLOGY CENTER, BTC 517 454 S. ANDERSON ROAD, SUITE 3 Existing Contours Outfall Drainage Bout ROCK HILL, SOUTH CAROLINA 29730 ~ainage Boundary ROADWAY DRAINAGE MAP SCALE: 1" = 200' CITY OF HIGH POINT, NC Drainage Areas Flow Direction coon SCALE:1 "=200' FIG.NO 4 PAGE NO 8