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1978-08-04_PERMIT FILE - M1977315
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1978-08-04_PERMIT FILE - M1977315
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Last modified
4/13/2023 4:49:30 PM
Creation date
11/24/2007 10:02:46 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977315
IBM Index Class Name
Permit File
Doc Date
8/4/1978
Doc Name
IN THE DISTRICT COURT IN AND FOR WATER DIVISION 1 STATE OF COLORADO CASE W-8640-77
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Priority No, Amount - cfs Appropriation Date Decreed <br /> 21 1/2 19 .42 6-23-73 5-28-83 <br /> 23 35 .50 10-25-73 5-28-83 <br /> 42 15 .'20 11-1-78 5-28-83 <br /> 48 297 .44 4-1-81 5-28-83 <br /> (Boulder County <br /> Total 445 . 10 District Court) <br /> ( iii ) Boyd Lake, dam axis located in the SW 1/4 of <br /> Section 8 , T . 5 N . , R. 69 W. , Priority No. 13 for <br /> 44 ,031 acre-feet by appropriation of 4/28/02, <br /> decreed 6-29-16 , Boulder County District Court. <br /> ( 2) One ( 1 .0 ) right of Lake Loveland , dam axis located in the <br /> NW 1/4 Section 14 , X . 5 N . , R. 69 W. , Priority No. 9 for <br /> 14 ,239 acre-feet by appropriation of 1/14/93 , decreed 6- <br /> 29-16 , Boulder County District Court. <br /> ( 3) Three and one-quarter ( 3 1/4 ) shares of the capital stock <br /> of the Seven Lakes Reservoir and Irrigation Company . <br /> Reservoirs in the system are located northeast of <br /> Loveland and together comprise Priority No. 12 for 8432 <br /> acre-feet by appropriation of 4/28/02 , decreed 6-29-16 , <br /> Boulder County District Court . <br /> Water in excess of the irrigation needs of the cultivated crop <br /> would be introduced directly into the pond for the purposes of <br /> compensating for surface loss therefrom and for maintaining the <br /> historic pattern of subsurface return flow from the parcel . <br /> 8 . Summary of Plan for Augmentation . <br /> a. If pit drainage water is discharged directly to the Cache <br /> La Poudre River via the storm sewer, a plan for water rights <br /> exchanges has been developed to ensure that there will be no <br /> adverse streamflow impacts as a result of stream depletion caused <br /> by dewatering of the pit. In summary, the plan will operate as <br /> follows: <br /> ( i ) During periods when the rate of discharge from <br /> the pit exceeds the rate of stream depletion , <br /> the excess will be diverted by a downstream water <br /> -7- <br />
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