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a I DEPTH=2.00' ACHD VERTICAL SAND FILTER #2 ACHD VERTICAL SAND FILTER #3 O N
DEPTH=2.00' m E
100-YR VOL=1,095 CF TREATMENT BED: 4'Wx130'Lx4'D TREATMENT BED: 5.5'Wx152'Lx4'D fu
SEE DE VOL3 SHE CF PERCOLATION BED: 15'Wx130'Lx4'D `` PERCOLATION BED: 20'Wx152'Lx4'D
I SEE DETAIL 3 SHEET C9.1
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100-YEAR VOL=3,065 CF I 100-YEAR VOL=4,853 CF
SEE DETAIL 1 SHEET C9.1 1 0� o SEE DETAIL 1 SHEET C9.1 u
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a I w �� 1 Q BLOCK 5 STRUCTURE NAME: DETAILS:
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1 I I 26 L BLOCK 5 �1 I CB #1A 12" INV OUT=2552.75(W) o 0
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" N J' 1 -' SDMH #2-1 SDMH #3-1 CB 16 RIM=2555.25 a N N
U I / I I I/I N. 2555 I 15 L4` 13 12 11 10 9 8 7 6 5 �� 1 ii +I 3 I 2 1 12 INV OUT=2552.75(E) o o
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Q I BLOCK 1 Q 6 1 1 ±13 LF 12" PVC ® 1.18% t13 LF 12" PVC ® 10.21% RIM=2554.21 0
z I 25 SG TRAP #2-1 CB #2B I 1 CB #2A 12" INV OUT=2551.75(N)
• -• =�. Q25=0.54 CFS SG TRAP 3-1 CB #36 z
zo I w / I Q100=0.75 CFS # Q25=0.65 CFS 2556 RIM=2554.21
U I a w I P , Q100=0.91 CFS' CB #2B 12" INV IN=2551.63(S) g
V) O I ° ° 12" INV OUT=2551.63(N)
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o I u I O - �-- - I - - --_► - - - e.o CB #3A RIM=2554.510 Q
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v, I N I `" CB #3B 12" INV IN=2551.77(S) u N z 0
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/ ±23 LF 12" PVC ® 0.50% o z o
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z I I / I I CB 3A RIM=2555.43Of
a CB #2A # ±23 LF 12 PVC ® 1.00% „
a "'" I I h Q25=1.10 CFS Q25=1.95 CFS 12 INV IN=2552.61(W) o
/I "� Q100=2.72 CFS - 2556 SDMH #1-1 12" INV IN=2552.61(E) w
= I / I I } h� Q100=1.54 CFS 12" INV OUT=2552.61(S) z
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z x- x III a SDMH #1-2 12" INV IN=2552.24(N) 11
I I III BLOCK 4 - - 255F _ _ 5 /���0 w 5 BLOCK 3 �s f I 12" INV OUT=2552.24(W) o
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o "' II Q 2557 SDMH 1-3 12°° INV IN=2551.60(E) �
O a. / 2557 > w # 12" INV OUT=2552.10(S)
O w, I 8 8 w 4 0 4 Q g 12" INV OUT=2551.60(W) DESIGNED: C. GRAHAM
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v I I I 70 " INFILTRATION TRENCH #4P (PRIVATE) /a 2557 N ; I RIM=2554.60 DRAWN: L. HAASE
Q I I 3'Wx152'Lx3'D # 12" INV IN=2550.50(S) CHECKED: C. GRAHAM
* * ��o / ia� SDMH 2-1 12" INV OUT=2550.50(W)
t14 LF 12" PVC C� 1.00% 100-YEAR VOL=547 CF »
w I I I 3 �s INFILTRATION TRENCH #5P ,PRIVATE) 12 INV OUT=2551.00(N)
I I I t9 LF 12" PVC ® 1.56% I I I N SEE DETAIL 5 SHEET C9.0 \ 3 s� APPROVED: C. GRAHAM
BLOCK 4 � 3'Wx152'Lx3'D
CB 1A 2558 100-YEAR VOL=547 CF RIM=2554.91
w /� I I CB #1B # 20 21 22 3 24 25 26 27 f SEE DETAIL 5 SHEET C9.0 12" INV IN=2550.50 S
N 2556 - Q25=1.92 CFS Q25=0.75 CFS I
SDMH #3-1 ( )
j i I I I Q100=2.67 CFS Q11 i0=1.04 CFS '� 12" IINV OUT=2551NV 0.00(N) PREPARED FOR:
SDMH #1-3 M t54 LF 12" PVC ® 0.70% 2 2 `\ 2 ( )
� I I O / ss8 RIM=2558.01 PO BOX 593
w I x I �� 18 I / SG TRAP #1-1 12 INV IN=2551.35(E)
SG TRAP #1-1 SDMH #1-1 18" INV OUT=2550.50(S) EAGLE, ID 83616
Q I I I g RIM=2554.72
W. MINARET ST ®®® SG TRAP #2-1 12" INV IN=2550.35(E)
W. MINARET ST18" INV OUT=2549.50(N)
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Y I I I 57 . SG TRAP #3-1 12" INV IN=2550.35(E)
x I� �� 25 / 18" INV OUT=2549.50(N)
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L�jw I i 1 PERCOLATION BED: 28'Wx112'Lx4'D ��$ Q
100-YEAR VOL=4,962 CF L O
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N CSW PROJECT NO. 19005
DRAWING DATE 07/12/2024
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C302