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DRAINAGE PLAN AND PROFLE
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- APPROVED EXCAVATION spo V:AY BE M�DU:+a ;�, W,
CONTOURED AND ,.ANDSCAPED ON -51 VWHERE A inrD C STA 23 +1m -4, 84 -8' RT-
1 AND ACCEPTED BY 7ilE LNGN ER AT NO LE_ 950
COST. NOUNDjNG MUST OCCUj A.gOy E ann PND 3 ��4OLF 24"0 ILCPE ® 1.25%
DISPERSAL V Li,CH DEAD STORAGE ELENA ;ON AAD i <QUARRY SPAL PAD 1 I
! L =17 W =8", D =1 TOP :,EAD 5 04 G
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I F �CDPLA v' LAVA- ;ON. MOUNDING MAY No- ..6,P =sE �� BEGIN EL. i 7.S
~ S GHT DiS -ANCE, USE MAX 3H:-,V SIDES; OPES.
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DISPERSAL V -DITCH BOTOM EL. 9.50 v S 1
TOP OF DEAD STORAGE .. ,. {
EL, 13.60 �jj STA- 23 +63.2, 101 -1 RT. BOTTOM E = 7.50 I
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- c 1 STA 19 +97.5, ;3&0* RT. - I -
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{ C STA 20 -a6 8..89 5" RT. TOP DEAD STORAGE EL 71 -50
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I ? 1 o STA 23 +48 -7, 97 -3' RT
OIJARRY SPALL PADi d v v v v v m d v LE_ 9,00 < I
j v d v v v v v - =232' W =5'� D =0.v w v v e QUARRY SPALIL PADd
BOT O.M El- I' 12.10 5H-1V v d Ly13' W =B. D=1' J o' =PV .OP "EL d
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I y ° VOLUME >31,432 CF, >150% OF REWIRED VOL- d IN DOTTED AREAS ONLY.
REGRADE PER DWG W2 v B6TTOM: `'x795', 2,893 SF m (BELOW DEAD STORAGE ELEV.} v v v v v v v
v w v v v v v v v v v w d v v v TOP OF DEAD STORAGE: >12,823 SF, >5 DUES REO'D AREA
mOUARRY SPALL PAD dLENGM TO *IDTH AT10: >`15LAW d d
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;:F; WA I ::: _ — — —f : : 150LF 12'0 LCPt 9 0- 507%
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