Board Meeting 05/05/1983

• Board Meeting Date: 5/5/1983
• Description: Minutes, Agenda, Memoradums May 5, 1983
• Board Meetings - Doc Type: Meeting

Case No. 82CW104
Water Division No. 2
Findings , etc .
Page 6
When there is a valid senior call only from the mainstem of
the Arkansas River, depletions will be replaced by releases
from the Fryingpan-Arkansas Project facilities from Poncha
Springs ' allocation of Fryingpan-Arkansas water.
10 . The applicant ' s plan for augmentation can be
administered by the State Engineer in the course of his
normal duties . The applicant will keep records of the amount
of water pumped by its wells and the discharge of sewage to
the Salida sewage treatment plant. The diversions , return
flows and net depletions from the operation of the dpp1 icant 's
municipal water system can be 'computed according to the
following formula :
D = Q - P - . 2 [Q - (P + d) ]
Where: D = depletion to the Arkansas River
Q = rate of diversion by the Poncha
Springs wells
P = rate of discharge to the Salida
sewage treatment plant
d = in-house consumptive use in resi-
dences and commercial buildings .
This can be determined by multi-
plying the number of water taps
served x 3 . 4 persons per tap x 90
gallons per person per day x 5%
consumptive use . This results in
about . 0014 acre-feet per month
per tap consumptive use
The applicant will provide pumping records and records of
discharges to the Salida sewage treatment interceptor to the
Division Engineer in accordance with a schedule to be esta-
blished by the Division Engineer. In addition , the applicant
will report annually no later than April 1 of each year the
total number of taps currently being served by the applicant ' s
municipal system.
11 . The calculations described in paragraphs 7 , 8
and 9 above illustrate the operation of this plan to serve a
projected future population of 500 . If the population served