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2015-07-09_HYDROLOGY - M1977439
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2015-07-09_HYDROLOGY - M1977439
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Last modified
8/24/2016 6:09:03 PM
Creation date
7/13/2015 4:38:30 PM
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Template:
DRMS Permit Index
Permit No
M1977439
IBM Index Class Name
HYDROLOGY
Doc Date
7/9/2015
Doc Name
Combined Substitute Water Supply Plan
From
Div of Water Resources
To
DRMS
Email Name
ECS
Media Type
D
Archive
No
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Table 1 <br />Martin Marietta <br />North Taft Hill Expansion Area <br />Evaporative and Operational Consumptive Use <br />Evanoranon I Oocranonal <br />Month <br />Percent of <br />Annual <br />Evaporation <br />A) <br />Gross Lake <br />Evaporation <br />(ft) <br />(B) <br />Precipitation <br />(in) <br />(C) <br />Effective <br />Precipitation <br />(ft) <br />(D) <br />Net Lake <br />Evaporation <br />(acre-ft/acre) <br />E <br />Net Exposed <br />Water Surface <br />(acre) <br />F <br />Total Lake <br />Evaporation <br />(acre-feet) <br />(G) <br />Crushed <br />Aggregate <br />(tons) <br />H) <br />Washed <br />Aggregate <br />(tons) <br />1) <br />Water Retained <br />in Product <br />(acre-feet) <br />J <br />Total <br />Depletions <br />(acre-feet) <br />(K) <br />Lagged <br />Depletions <br />(acre-feet) <br />L) <br />Jan -15 <br />3.0% <br />010 <br />0.36 <br />002 <br />0.00 <br />3.05 <br />000 <br />0 <br />0 <br />0.00 <br />0.00 <br />0.26 <br />Feb -15 <br />3.5% <br />0-11 <br />0.48 <br />0.03 <br />0.00 <br />3.05 <br />000 <br />0 <br />0 <br />0.00 <br />0.00 <br />0.10 <br />Mar -15 <br />5.5% <br />0.17 <br />1.18 <br />0.07 <br />0.11 <br />3.05 <br />0.32 <br />0 <br />0 <br />0.00 <br />0.32 <br />016 <br />Apr- 15 <br />9.0% <br />0.29 <br />1.97 <br />0.11 <br />0.17 <br />3.05 <br />0.52 <br />0 <br />0 <br />0.00 <br />0.52 <br />033 <br />May -15 <br />12.0% <br />0.38 <br />2.74 <br />0.16 <br />0.22 <br />3.05 <br />0.67 <br />32,800 <br />49,200 <br />1.93 <br />2.60 <br />1.20 <br />Jun -15 <br />145% <br />0.46 <br />1.83 <br />0.11 <br />0.35 <br />3.05 <br />1.07 <br />38,700 <br />47,300 <br />1.96 <br />3.04 <br />2.19 <br />Jul -15 <br />150% <br />048 <br />1.62 <br />0.09 <br />0.38 <br />3.05 <br />1.16 <br />38,700 <br />47,300 <br />1.96 <br />3.12 <br />274 <br />Aug- 15 <br />13.5% <br />0.43 <br />1.42 <br />0.08 <br />0.34 <br />3.05 <br />1.05 <br />29,050 <br />53,950 <br />2.01 <br />307 <br />295 <br />Se -15 <br />100% <br />032 <br />1.27 <br />007 <br />0.24 <br />3.05 <br />0.74 <br />33,200 <br />49,800 <br />1.95 <br />2.69 <br />2 89 <br />Oct -15 <br />7.0% <br />0.22 <br />1.13 <br />007 <br />0 16 <br />3.05 <br />0.48 <br />33,200 <br />49,800 <br />1 95 <br />2.43 <br />2 68 <br />Nov -15 <br />4.0% <br />0.13 <br />0.59 <br />003 <br />0 09 <br />3.05 <br />0.28 <br />26,250 <br />48,750 <br />1 82 <br />2.10 <br />2 41 <br />Dec -IS <br />3.0% <br />010 <br />0.49 <br />0.03 <br />0.00 <br />3.05 <br />0.00 <br />29,500 <br />29,500 <br />130 <br />1.30 <br />1.93 <br />Total <br />100% <br />3.17 <br />15.08 <br />0.88 <br />2.06 <br />6.29 <br />261,400 <br />375,600 <br />14.89 <br />21.19 <br />19.83 <br />Total Exposed Water Surface = 3.05 acres within current permit boundary <br />Annual Precipitation = 1 15.5 inches -Based on Western Regional Climate Center Fort Collins, CO Station (050035) <br />Gross Annual Evaporation 1 38 1 inches - Taken from NOAA Technical Report NWS 33 <br />Notes: <br />(A) Taken from General Guidelines for Substitute Water Suppli' Plans for Sand and Gravel Pits Submitted to The State Engineer. <br />(B) Gross lake evaporation = (A) *(Gross Annual Evaporation / 12) <br />(C) Estimated using annual precipitation and monthly distribution of precipitation from the Western Regional Climate Center - Fort Collins, CO (050035). <br />(D) Effective precipitation = 0.7*(C)/12 <br />(E) Net lake evaporation from exposed water surfaces = (B) - (D), there is no evaporation December - February due to below -freezing average monthly temperatures <br />(F) Net exposed surface area <br />(G) Total lake evaporation from exposed water surfaces = (E) * (F). <br />(H) Crushed aggregate amounts provided by Martin Marietta. <br />(1) Washed aggregate amounts provided by Martin Marietta <br />(J) Water retained in product equals 4% of total weight of washed aggregate produced and 2% of total weight of crushed aggregate produced <br />(K) Equal to (F) + (J) <br />(L) Lagging calculations were based on the following parameters: <br />Distance from stream = 1,600 ft, Transmissivity = 160,000 gpd/ft, Specific Yield = 0.2, No -flow Boundary = 2900 ft <br />Lagged depletions at the site include historical mining depletions and current and past evaporative depletions. <br />. BBA <br />
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