APPCOR11054

• Permit No: C1981031
• IBM Index Class Name: Application Correspondence
• Doc Date: 10/31/1983
• Doc Name: STIPULATION NO. 15 RESPONSES
• From: J F SATO & ASSOCIATES
• To: MLRD
• Media Type: D
• Archive: No

CHANNEL CUT IN SANDSTONE PELOW CULVERT
DISCHARGE= 200 _ ROUGHNESS= .03
PDT"f UM WIDTFIs 20
LEFT SIDESLOPE= 4 RIGHT SIDESLOPE= 4
LEFT OVERPANK SIDESLDPE= 4 VERTICAL HEIGHT TO LEFT OVERPANk:= lU
VERTICAL HEIGHT TO RIGHT OVERPANk::= 10
NORMAL DEPTH= .97
IN CHANNEL. AREA-AIJD WETTED PERII`1ETER= 2..04 27.96
LEFT OVERPANK AREA AND WETTED PERIMEI"ER= 0 O
RIGHT OVERE+ANK AREA AND WETTED PERIMETER= 0 O
CRI7ICAl_ DEPTH IS 1.3:.
"RIPRAP RAMP-PELOW ROA6 CU7
DISCHARGE= 200 ROUGHNESS= .04
SLOPE= .1 POTTOM WIDTH= 2<_~
LEFT SIDESLDF'E.= 4 RIGHT SIDESLUF'E= 4
LEFT OVERPANh: SIDESLOF'E= 4 VERTICAL HEIGHT TO LEFT OVERPANh;= 10
- -- _
RTICAL HEIGHT TO RIGHT'-OVERPANK= 1f5
~ .,
- - _ NO/~M.D~P-- --- - -- -- - -- - -
RIGHT OVERPANk.' SIDESLOPE= 4
RIGHT OVERPANK SIDESLOPE= 4
NORMAL DEPTH= .BS
MAIN CHANNEL AREA AND WETTED PERIMETER= 20.59 27.22
LEFT OVERBANK AREA AND WETTED PERIMETER= 0 0
RIGHT OVERPANK AREA AND WETTED PERIMETER= O U
. ro ... - - ----- ~ - -.. -- ----- --- - -------~
C A -DEPTH I5 -- - 1.:»
ROAL1 CUT
DISCHARGE= 210 ROUGHNESS= .03
SLOPE-~ :O1'-' - - ---- -- -- -- - - - BOTTOM WID1'Hm 2c:~ _ -..
LEFT SIDESLOPEm 10 RIGHT SIDESLOPE~ lU
LEFT OVERPANh: SIDESLOPE= 10 VERTICAL HEIGHT' TO LEFT OVERPA_Nh:= 10
VERTICAL HEIGHT TU RIGHf OVERPANh~= 10
NORMAL DEPTH= 1.29
MAIN CHANNEL-AREA AND WETTECi PERIMMETER= 42.62 46.01
LEFT OVERPANK AREA AND WETTED PERIMETER= 0 0
RIGHT OVERNANK AREA AND WETTED PERIMETER= 0 0
RIGHT OVERRANK SIDESLOPE® 10