PERMFILE116419

• Permit No: C1981018
• IBM Index Class Name: Permit File
• Doc Date: 5/13/2002
• Section_Exhibit Name: Illustration 02 through 06
• Media Type: D
• Archive: No

.•
a
ltd ~3atctl a~saieZltah
3nc a.sF-o6
r
"trlaraau•co~araucreaa
' ewer swtsa Cln
trtwtt SITE PREPARATION & DRAINAGE
STANDARD FORM REV, p
. RUNOFF & SEDIMENT CALCULATIONS 7/79
. ...... .. .. SHY. OF
..... .
w ~. ~ DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME
'' AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS
~„ .
PROJECT ~LIESTEAII KUE1.S UCAH INC.. DESE:RA00 JOB N0.11L'~-4(~•40~} __
SIOE D2al~a"4E yI ATEQSMtoD
~- HAtJI_ RGa.p DQAIIJAktL- t TOP LuWERT [A LC . P9M9N0. `1`1'7
gy /~. BARYON DATE SEPT 3D IgBO_ _ CHECKED BY DATE
E. Maximum Allowable Velodty
Bated on Soil Characterittiu
and Whether or not Riprap
Max Valoeity:~1A ft/tee
F. Is Di[df Datign O. K.7 ~~
G. Culrart Daigrt (Takao Fram AISI Handbook of Steel Drainage & Highway Construction Produce)
iia. 4111. !n/K control nomoQQnph for corrue~trd naal .0• cW vots, ih~ m.nuhc
lurort recommane kweinq Mw/D to ~ m.umum of 1.3 •nd DrabnDly Lo no mor•
Than 1.0.
Ito IO,aoO . .
,•s a t,aoo ~ LOSS CO[f FICIENi Kt Ltl
e CDD fOa VARIOUS ENitANCE (21
3• s,ooo i7PE5 •.
I•• - -~-- 131 Design Discharge: ~cfs
•,000 tFW fHirwwCf ~
s.ooo o sett rrrt carrlcitr,r a Entrance Type _.~
Is:
°~ HWlD Ratio Used 1' O
i!o r I w.......«I„•..a r. I.i
a Food I Jti!Mr.ro•Iar~r.Jm I or • 3 Diameter Required 24 ,
mr
• f1 I,o00 I
N ~~~ S' la. .]«le r
..300 "«..o"...r i...•i.,.."...a.
•o..a o,r.....
-•00 .n.,~... r t i
r=
soo ,
.. 1 .. ~ 13
i ~
= ~ y ~^ xoo x 13
V .-.~ ._. _.... - - r 3
!.
O lao u
E ' t _ L to 0
~ ao ~ IL..rI r
to ,o
e •t ~ so $ -
•o [....nt t s ~ o
i 1 ~ ~ r ,t.. _ ~~y....r .. = e e
r
0
• V
O
•
r
so i,
r iu .o..
t1
1 ~
t• nr ,
t
it . 6
f
Is _
- t I
'It -r '-, 3
s
Lo
HEADWATER DEPTH FOR CORRUGATED STEEL CUI
Iz
r
r
6 `
3 _.
NERTS WITH INLET CONTROLLING FLOW
1. ^I+It