FLOOD05356

• County: Jefferson
• Community: Jefferson County
• Stream Name: Cub Creek
• Basin: South Platte
• Title: Request for Conditional Letter of Map Revision for Cub Creek
• Date: 6/1/1992
• Prepared For: State of Colorado
• Prepared By: Greenhorne & O'Mara, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

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06/26/199',;' 09: 3.3:25 .8:! pAC,t- 1':,
SECND Df.I-'ll-! CWSE L CHIWS W::IU.K EG flV HL Ol O::iS BANK [LEV
" 01,08 OCH QROH At OR ?\CH m.:CHl VOl rWA LEF T / R IhHT
TIME VLOB VCH VROB XNL XNCH 'NR WTN ELMIN SSrA
SLOPE XLOBL XLCH XLOHR 11 RIAL IDe learn COR"R rOPWID ENr,ST
2200.00 8.44 67"/0.94 6"/70.94 o.on 677:5.1'2 2.77 2.';19 0.02 C, 76':'.50
58S0. 495_ ":>1.2,3. 232. 12. 36"'1_ ~~. 4~' 8, 6765.":>0
0.08 6.91 14.04 1_22 0.035 O_O~"'jS 0.0.51:, 0.000 6762.50 73.49
0.007039 ;::.mo. 400. 4QO. " c 0 n.oo 91_9:3 165_47
,
)490 NH CARD USED
*SECNO 2"1':;'0.000
3301 HV CHANGED MORE THAN HYINS
.36H5 20 fRIAU3 Allf/"IPrED WSEl. . CWSEl.
3693 PROBABLE MINIMUM SPEClFIC ENE RGY
3720 CRITICAl r'E"p'IH ?\SSUMF 0
~.~790. Of) H.t.t) h ,Bo. t,h 6"/HO.(,f) n.nl) t;./H:>., t.l '. .01 S./4 0.01 0/74,un
58S0. 1 J 43_ 4::'"';15_ 39~. It,8. 2'>36. -::-,6_ 4'7'. 10_ 67"/4_00
0.09 6.80 L'.?H:? 6."70 o. O,~71 o_u:s') n.o,Y:' O.OOe) 61/'2.00 03_Bl
0.005471 750. 590. 450. 20 fl 0 Cl.on 155.36 :'19.17

1490 NH CARD USED
*~:;ECNO 2850. ADO
3685 20 TRIALS ATTE-MPTED WSEL ,GWSEI.
369:5. PROBABLE MINJMUt1 m)EGIF Ie f.NERGY
3720 CRITICAL DEPTH ASSUMFD
[NSIGNIFICANT ~RIDGE
2850.00 10.01 6784.q1
5850_ 633_ 4916.
O.Oq 6.77 13.-73
0.00,083 30. 60.

CROSSING,
6784.91
:$01.
6.37
90.

CODt [) AS N~' 11 mAL
0.00 6787_4B
9,3. ;:>;")8.
0.035 o.o~'Ss
~() 8

CRO~'.:;S SECT ION
2.57 0.:'''5
47 _ SO.
n.o~<) 0.000
n 0.00

0.15
10.
(,'1'/4.90
101.01

6781_40
6780.44
74.'n
176.')9

1490 NH CAI.W USED
".SECNO 31.4S.0no

~')301 HV CH(-\NGED 110RE THAN HVII'lS

314.5.00 11 _ 12 6787.72 0.00 C).oo 6788.43 0_ 7 J 0_ 76 0.19 6779.00
~850. 580_ 3860_ 1411. 131_ SOl _ 326. 54, 11- 6779_00
0.11 4.44 1.70 4.33 0_0:5':, o.n:)':) 0_0.-')"'> 0.000 6'7/6.00 39.36
0.001:549 290. 29~) _ 280. ':! 0 u 0.00 150.89 190.25