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2008-02-15_GENERAL DOCUMENTS - M1989056
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2008-02-15_GENERAL DOCUMENTS - M1989056
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Last modified
8/24/2016 3:22:54 PM
Creation date
3/31/2008 9:21:23 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1989056
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
2/15/2008
Doc Name
Application for renewal to a substitute water supply plan
From
Scott Water Engineers
To
Colorado Division of Water Resources
Email Name
ESC
Media Type
D
Archive
No
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• FEB-11-08 10:30 FROtuI-DIVISION OF WATER RESOURCES 303866ZZZ3 i-dnn r.uniua r-~o~ <br />Dr. Jahn F- Scott Page 5 <br />Timnath Pi#-M69-056AM-Subs#itute Water Supply Plan <br />Table I <br />pcm Kahn Canstructian~ Inc. -Timnath Pit Sits (pMG #M-89-066) <br />MONTHLY IaISTRIBUTION FOR DEPLETION AND REPLACEMENT REQUIR~{UI~j~TS <br />(All values in Acre-Feat) <br /> <br /> <br /> <br /> <br /> <br /> <br />onth <br />Lagged <br />Evaporative <br /> <br />and <br /> <br />Operational <br />Depletions <br />(1) <br /> <br />Available CU <br /> <br />credit for the <br /> <br />dry-up of <br />151.7 acres <br />(2) <br /> <br /> <br />urface <br /> <br />R®turn <br /> <br />Flaw <br />(3) <br /> <br /> <br />agged <br /> <br />Subsurface <br /> <br />Return Flow <br />(4) <br /> <br />Total Lagged <br /> <br />Depletions and <br /> <br />Subsurface <br />Rstum Flow <br />(5) <br />Water <br /> <br />Required to <br /> <br />be run into th <br /> <br />unlined pond <br />(6) Water <br />Required to <br />be run into the <br /> <br />unlined pond <br /> <br />to replace the <br />subsurface <br />return flows <br />7 <br />Janua 3.2 0.0 0.0 1.7 4.9 0.0 0.0 <br />Februa 3.0 0.0 O.p 1.4 4.4 0.0 0.0 <br />March 3.0 0.0 O.Q 1.3 4.3 0.0 0.0 <br />A ril 3.6 1.3 0.2 1.2 4.8 0.0 0.0 <br />Me 5.1 14.3 5.6 1.4 8.5 14.3 5.6 <br />June 6.7 16.1 5.5 2.4 9.1 16.1 5.5 <br />Ju 8.9 20.6 8.2 3.3 -19.4 20.6 9.2 <br />Au ust 8.8 14.5 ra.8 4,2 13 14.2 .6.8 <br />Se tember 8.a 7.9 3.4 4.1 92.5 0.0 2.2 <br />Ootc~b~+r 6.6 2.3 0.4 3.6 10.2 0.0 0.0 <br />November 4.9 0.0 0.0 2.6 7.5 0 0.0 <br />December 3.8 0.0 0.0 2.1 5.9 0 0.0 <br />Total fi5.2 7~ 31.2 28.4 84.5 65.2 29.4 <br />Note: <br />1, Lagged Evaporative and ~peratianal Depletions based on the fallowing assumptions; <br />unconfined ~dluvial aquifer specific yield 0-2, transmissiviry of 100,000 square-feet per day <br />per foot and the distance from the cent(oid of the pit to the return reach of the river was <br />estimated 1,450 feet <br />2. Available Consumptive Usp credit from the 151.7 acres dry-up of irrigated pasture <br />3. Surface Ret<am Flow associated with the 151.7 acres dry-up of irrigated pasture to be run <br />directly back to the river <br />4. tagged Subsurface Return Flaw associated with the 151.7 acres dry-up of irrigated pasture <br />5. Total Lagged Depletions and Subsurface Return Flow (1)+(4) <br />s: Water Required to be run into the unlined pond to meet the evaporative and opQrationai <br />dept®tions o1` the gravel pit <br />7. Water required to be run into the unlined pond to meet the subsurtace return flows <br />
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