2011-01-10_HYDROLOGY - M2001022

• Permit No: M2001022
• IBM Index Class Name: HYDROLOGY
• Doc Date: 1/10/2011
• Doc Name: Substitute Water Supply Plan
• From: OSE
• To: Martin and Wood Water Consultants, Inc.
• Permit Index Doc Type: Hydrology Report
• Email Name: MAC
• Media Type: D
• Archive: No

II,
MARTIN AND WOOD WATER CONSULTANTS, INC.
841.1: GreealCrofasant PR
11117/2010- CRR
TABLE 3: GREENICROISSANT PIT OPERATIONAL LOSSES FOR YEAR 2012
IQI r7% IIIl !Ol H of fill
1 L J t -

NET TOTAL TOTAL
EVAPORATION ANNUAL DUST EVAPORATION EVAPORATION YEAR
FOR AGGREGATE SUPPRESSION CONCRETE AND AND 2012
2012 PRODUCTION WATER CONCRETE PRODUCTION OPERATIONAL OPERATIONAL LAGGING LAGGED
MONTH able 1 PERCENT AMOUNT WATER LOSS PRODUCTION WATER LOSS WATER LOSSES WATER LOSSES FACTORS DEPLETIONS
(ACRE-FEET) (TONS) I REF GALLON CU YD AC R
JAN 2.14 2.0% 2 .000 .00 45,00D 0.14 11,428 1.0.5 3.40 25.26 &8 6.33
FES 2.66 4.8% 4AW .14 46.0W 0.14 11,4211 1.05 4.01 2&64 5.7 547
MAR 3.22 8.4% 400 .25 1 666 0.38 11,428 1.05 4.89 3&40 5.3 5.09
APR 5.63 13.6% 13.600 .40 122 866 0.36 14 1.32 7.72 5747 5.7 5.47
MAY &70 13.6% 19 BOD P 230,000 0.71 14.266 1.32 9.13 67.89 6.6 BS2
JUN 9.92 13.6% 13.600 40 276 000 0.65 310 2.10 13.26 98.67 &3 7.95
JUL 10.99 19.6% 13 600 40 352 667 108 22 858 2.10 10640 10.2 9.79
AUG 10.18 82% 6.800 .ZB 352.667 1.08 20 000 .84 I 13.37 99.44 11.5 11.03
SEP 6.97 8.8% 6.800 O.26 352,667 1.08 20000 1.64 10.15 75.51 112
OCT 4
82 80% 8,000 0.18 230.000 0.71 20.000 124 7.65 56.17 10.5
NOV .
2
41 4.8% 4 0.14 122,07 038 17142 1.58 4.51 33.64 9 6 a

DEC
.
1.88
2.0%
2.000
0.06
46MW
0.14
14,286
1.32 1
3.40
- 25.27
7.9 7.58
TOTAL 67.54 100.0% 10 000 2.85 1 2.300J000 706 200 1641 95.95 6949 100.0 NOTES: (I) FROM TABLE 1, COLUMN 8
(2) BASED ON INFORMATION FROM OPERATOR
(3) BASED ON TOTAL ANNUAL PRODUCTION OF 100,000 TONS
(4) WATER LOSS = (PRODUCTION, COL 3) • 2000 LBSITON • (4%)R62A LBS/CU MY43500 CU FTIACRE-FOOT)
(5a and 5b) BASED ON INFORMATION FROM OPERATOR
(6) BASED ON ANNUAL PRODUCTION OF 200,000 CU YOS
(7) BASED ON 30 GALLONS PER CU YD OF CONCRETE
(8) TOTAL LOSSES ¦ (NET EVAP, COL 1) t (WATER LOSS. COL 4) + (DUST SUPP. COL 5b) + (CONCRETE PROD WATER LOSS, COL 7)
(9) (TOTAL LOSSES, COL 8)'325651 / 1440 / 304167 (average number or day per moW
(10) BASED ON A STREAM DEPLETION MODEL WITH D =1500 FT, D TO BOUNDARY = 2100 FT, S = 020. T = 60,000 GPDIFT
(11) TOTAL DEPLETION w (SUM OF TOTAL LOSSES, COL 8) • C AGGING FACTORS. COL 9)
I
I