PERMFILE58287

• Permit No: M1992049
• IBM Index Class Name: Permit File
• Doc Date: 1/25/1991
• From: DMG
• To: PECK INC
• Media Type: D
• Archive: No

' • GUNNISON AIVEP BASIN •
_ l1l
~~ 0 9146200 UN COP@AHC AE AIYEP NEAR flI DGYAYr CO
LOCATION .--L at 38'11'02", long 107. 44'43", Sn SNZNEI sec.4, S .YS N., R.8 N., Ouray Coun ty, Hydro t o glc
Unit 1V0200 06, an right Dank 15 ft down stream from bridge, 0.2 m1 downstream from Dr y Creek, 0 .5 mi upstream
from Dallas Creak, and 2.3 m1 no rth of Aldgway.
DPA INAGE AREA. --1Vg m1'.
PERIOD OP MELO AD.--October 7958 to current year.
AEV ISED RECORDS.--YSP 2124 : Dr al na gs area .
CA CE.--Peter-s tage recorde r. Datum of gage !s fi,87T• 58 ft above Nati onal Ceodat SC Vert l cal Datum oC 1929
(levels by U.S. Bureau of Aeclam atlon).
REMARKS. --E Stl mate0 daily discharge s: Dec . 15. 29, J an. 1-3. t2-15, 19, 22-28, Fe0. 4- 9, 11-16, 18-20, and
Apr. 7-8. Aecards gootl ex ca pt f or esti mated daily dischar ges, whi ch are poor . Dive rsions for irrigation
upstream from station. Pater !s Smport ed upstream from st atSOn !n some years by fled Mountain ditch from
Mineral Creek Sn San Juan fllver Da sl n. Several ob servatio ns of sp ecifSC cond uctance and uet er temperature
care obt al netl amd are D ubllshetl elsewhe re In this report.
AYEAAC~ DISCHA RGE.--30 yea rn, 168 f t~/s; 1 21,700 acre-Ct/yr.
E YT AE MES POA P ERIOD OF AE CORD.--Mas Smum dl s charge, 2, 100 ft'/ a, June 24, 1983, gage hei ght, 5.T3 [t; from racing
curve extan tled above 7, 800 ft'/s ; mintm um dally, 2 fi ft1/s, Jan. t3 , 7963.
E%T RE MES FOR CURRENT TEA A. --Peak dl schar ge e greater C han base dischar ge of 1,000 ft~/s, and maxim um (•):
D ischarge Gage height Dls charge Gage hei ght
Date TSme (ft~/s) (ft) Date Time (Ct 1/s) (ft)
June 6 ~ 2300 •7B0 •3.98
Mln imam Oa1 1y, 36 ft~/s , Peb. 9.
DISCHARGE, CURIC FEET PER SECOND, YATEfl YEAP OCTOBER 1987 TO SEP TEMBER 1989
MEA N VALUES
DAY OC[ NOV DEC JAN FEB MAR APR MAT JUN JUL AUC SEP
t 83 79 55 46 39 85 59 733 208 401 730 127
2 81 85 56 46 40 T4 60 tlfi 19; 35fi 727 .118
3 T7 87 57 42 DO T2 62 713 293 327 729 702
4 75 76 57 43 36 66 66 t1Y 528 308 tt9 99
5 74 74 58 45 38 6t 69 778 677 299 tt2 98"
6 T3 LOS 57 YS 38 11 74 726 634 284 135 95
7 T2 9T 57 46 38 65 700 112 665 263 t5t 9t
8 T7 9t 56 YS 38 Su 700 709 fi73 - 246 737 88
9 70 BL 55 YS u0 57 97 703 fifit 239 t3V 85
10 70 T6 56 45~ 40 60 89 ttT 653 232 733 96
tt TO 71 56 46 38~ 53 9t 152 6u5 275 123 tug
12 71 68 54 9Y 38 50 111 206 582 201 122 269
13 78 66 5t 40 38 Y9 137 267 579 787 lt3 2u0
lY Bu 67 4g 40 38 48 131 372 411 756 707 182
15 79 68 48 uo 38 48 138 36; 413 756 tou 15z
t6 75 65 47' 42 38 YB 139 37fi 39T 755 770 144
t7 73 67 49 4t 40 YB 127 353 459 t5t tt0 739
t8 73 55 50 Yt 38 47 773 366 459 745 7D2 735
79 73 55 57 40 38 48 709 373 475 732 99 737
20 72 63 52 Y2 38 58 706 256 529 122 97 126
21 72 69 49 43 V2 78 177 194 572 tt7 112 750
22 70 63 51 42 44 85 106 t7u 558 lt6 140 148
23 7t 62 57 42 Y5 79 700 174 SBS 177 109 737
2Y 72 63 St YO 4fi 73 95 273 593 179 tOt 728
25 85 fit 48 40 Y9 6T 9t 242 533 779 97 727
26 81 62 49 40 53 T6 90 227 501 171 110 113
27 78 61 46 40 61 91 90 278 487 117 226 110
28 7fi 57 47 YO 78 84 96 35u Ogg 725 730 70fi
29 76 58 46 4t TB 66 707 386 509 728 ltt too
30 83 56 48 V2 --- 65 718 372 446 121 707 99
3t T9 --- q8 39 --- 6u --- 268 --- 729 710 ---
TOTAL 2337 2702 7605 7313 1265 7990 2970 T00T 15287 5887 3747 3872
MEAN T5.4 70.7 51.8 42.4 43.6 64.2 99.0 226 509 190 121 129
MAY 85 705 58 Y6 78 9t 739 386 6T3 YOt 226 269
NIN 70 55 46 39 3fi Y7 59 103 793 111 97 85
AC-FT 4640 4170 3180 2600 25 LO 3950 5890 13900 30310 11660 7430 7680
CAL YR 1 987 TOTAL 66354 !LEAN 182 MA% 9 72 NIN 42 AC-FT 1 ;1600
YTA YR 1 988 TOTAL 49;70 Ng AN 135 MAX 6 73 NIN 36 AC-FS 97930