HYDRO28315

• Permit No: M1983194
• IBM Index Class Name: Hydrology
• Doc Date: 5/22/1992
• Doc Name: NATEC MINERALS INC WATER DATA FROM USGS FOR OCTOBER 1990 SEPTEMBER 1991
• From: NATEC
• To: BLM
• Media Type: D
• Archive: No

GREEX RIVER BASIX 3J1
09306200 PICEAN[E CREEK BELOM RYAN GULCH, NEAR RIO BLAN[0, [0
LOCATIOX (revised).--Lot 39°55'16", long lOB°17'49", In SEyNEy, seo.32, T,1 5., A. 97 N., Rlp Blanco County,
Hydrologic Unit 14050006, an left bank at downstream side of br ldge, d0 ft Oownst reaa frog Ryan Gulch, and 23 m1
northwest of Rio Blanco.
DRAINAGE A0.EA.--506 mlc,
MATER-DISCHARGE RECORDS
PERIOD OF RECORD.--October 1364 to current year.
REVISED PECORDS.--NOR CO-79-3: 197] (N).
GAGE.--Mater-stage retarder .snd concrete control. Elevation of gage is 6,070 ft above National Geodetic Vertical
Datum of 1929, from topographic map.
REMARKS.--Estimated daily dl ;charges: Nov. 29 [o Mar. 7, and July 12-16, Recp rds lair except for estimated da 11y
tllscharges, which are poor. Diversions for irrigation u0stream from Station.
AVENGE D16CHARGE.--27 years. 30.0 ft'/s; 22,310 acre-ft/yr.
EXTflENES FOR PER100 OF RE[ORl1.--Maximum discharge. 550 fta Js, May 5, 1985, gage height, 7.70 ft; maximum gage
he lghq 7.BL ft. May 28. 1.983; minimum daily discharge. O.15 ft°/s, June 7, 1981.
EXTREMES FOR CURRENT YEAR.--Peak dlscha rges greater than base discharge o/ 100 fts/s, and maximum (•);
Ois.charge Gage height Discharge Gage heighc
Date ilme (1't s/s) (ft) Date Tine (f[°/s) (ft)
Pug. 19 1900 •105 •5.24 No other peak greater than base discharge.
M lnimum daily, 2.0 ft°/s, May. 22.
DISCHARGE, CUBIC FEET PEA SECOND, MATER YEAR OCTOBER 1990 10 SEPIEMBEA 1991
DRILY MEAN VALUES
pAY OCi NOV OEC JAN FEB MPR APO MAY ]Ux JUL AUG SEP
1 5.5 B.5 15 16 l9 i0 2l l4 6.7 Id 7.0 l6
2 6.3 9.9 14 t6 l0 l9 2l L3 6.0 17 0.3 15
3 6.2 l0 l4 I6 19 i8 l9 ll 7.3 L2 l5 16
4 5.9 10 15 l7 l9 R 23 12 8.2 11 IB l6
5 5.8 10 15 l7 19 20 27 12 6.6 12 25 l5
6 5.8 10 l4 18 20 l9 39 l2 5.1 ll l6 15
7 6.9 10 14 I7 20 20 40 12 6.0 12 15 l5
8 7.3 9.7 15 18 19 24 30 It 7.L 13 13 l4
9 6.9 9.9 16 19 19 23 23 it /./ l5 l2 14
LO 6.0 10 lfi 19 2L 24 22 ll IO 22 13 l7
I1 6.8 10 L7 19 23 25 22 8.9 0.4 16 I1 L4
12 6.9 10 16 10 21 23 19 9.7 10 8.0 IO l4
13 6.8 l0 16 18 20 22 18 l0 8.7 2.2 12 t6
ld 6.8 10 ~ 16 11 2l 22 l9 5.2 B.7 2.7 12 Ifi
IS 6.8 11 15 17 20 22 l9 4,5 8./ 4.0 ll l6
16 6.8 ll 15 16 l9 2l 1B 5.6 8.4 6.0 15 !fi
17 1.4 10 16 16 21 20 l7 4,9 8.3 9.d 13 16
lB 7.1 Il 16 i6 20 20 l6 4.0 9.2 ll 13 14
19 8.9 11 15 16 19 20 15 4.2 8.8 l5 30 11
20 9.0 l2 l4 16 20 20 15 4.7 B.d IJ 24 11
21 B.B L1 l5 l6 20 20 15 4.5 10 9.8 14 10
22 B,5 11 I6 17 19 20 14 2.0 l4 8.1 l3 9.8
27 0.5 12 l6 18 IB 19 13 2.4 !5 5,0 13 9.1
24 0.5 12 17 IB l9 19 13 d.5 l5 5.0 12 0.2
25 B.5 ll 17 l) 10 10 13 16 15 8.6 I7 6.4
26 B.5 13 l6 16 19 l9 IS l2 l4 9.7 l4 6.9
2] 8.5 IS IS 15 l0 20 12 9.6 I3 l6 14 6.5
20 8.5 15 15 15 19 20 L1 7.5 13 6.0 IS 3,9
29 8.5 15 IS 16 --- 20 11 8.2 13 7.8 l7 7.2
70 8.5 Ib l6 16 --- 19 l3 8.4 l4 7.d I6 d,l
31 0.5 --- Ifi 17 --- 20 --- 7,7 --- 6,1 l5 ---
70LAL 231.9 335.0 478 52J 577 637 SBI 265.5 294.0 712.6 451.3 760.1
MEAN 1.48 11.2 15.4 16.9 19.5 20.5 19.4 8.56 9.00 10.1 14.6 12.0
MAX 9.0 I6 17 19 23 25 48 l6 l5 22 30 l6
NIN 5.5 B.5 14 l5 IB !B ll 2.0 S.l 2.2 7.0 3,2
AC-FT 460 664 940 1040 1080 1260 1150 527 587 620 B95 ]14
CAL YN 1990 TOTAL 4292.9 MEAN 11.8 MA% 32 MIN 2 .3 AC-F1 8510
MiR YN 199L TOTAL 5016.4 MEAN 13.7 MAx 48 MIN 2 .0 A[-Ff 9950