AlmERSON RAllCH YATER POOSIBILITIES
Reservoir
Capaci ty-Gralkl Mesa
Amerson #1 and#2
Amioreon#6 B. A. &
J
.
BolenTotal storage
GmlxlMasa
ReederReservoir
Fim. Stream Flow
1
.
44
sec
.
f't
.
(from1948
investiga t.ion)
GraDd
Total
900
acrefeet
~
"
293
"
..iOQ"
1750 acre
reet
240
aare fee
t
1.W.2
"
3032
acre tee
t
3032
acre
feet x
325
1850
gallons
pera
.
r
.
9tr~,m ,200 gallons dividod
"tv
365
da.yam
,
m
,
200
ga11 . . 2,
706
,7
86
gall.ouper dq
'lh1a figureis
busod anpremise that
allreservoirs
f i l l andstream
now
as
ot1948
.
\le knou
i"rom
.
ob8ervation that in
dryseasona these reservoira do
not till
tocapacity and
that
tho stream
now
ll1ll
beloss
thanthat
during1
948
.
(During vintor
of
1951
aJld1952
stream bas been
rnnn1 nga strong
seccmi:l
foot
. )
Estimatirlg that duril:lg
anexcessive:Qr
dry year thestream fiw
andreser-voir
f i l l \lill 8lXJllllt toonly
50
percent
of'1
948 stream
now
andSO
PJZ"cent
__
fill of
reservoir
capacity
,
1
1353
1393 gallona
of uater per dayfor the
Dtin --...__ ..._____,_____,year
vould be available.(For \later
to
becut to tbie
ti~,the --.scm voul4
bavoto
be dr;yor tlaD the year 1951, 'tnt Yould proba.ncy be true in 8UOh a~as
1934. )or
this w.ter 429,2041100 gallons vould be availabletar
use duat;fngliiD1l't.M
ot
Apr1l thru October ar an additioml. vater ~or 2 m1111on gallcma perday far the
eevan
B'UJIIIII8r montha, and an additiaDal. ~o.t
apprud.ma.~l/
2
m1 J Jion gallons per
day thruthe
five vinter months.
Copt gf' Purghaa1pg pi¥1 Dejp1m?1M Cost at ranch alld water righte
Improve and enlarge Reeder Reservoir
Improvauanta aDd Manpe 1Jl fiwl.i.Da to
acc~te
10 • M.G
.
D
.
Intaka
•t.ruoture
1 chemical fa• dan, val 'YeS,nonnection
,
engiDeerJ.Dg,eto
.
200
,
000
.
00
a,
.
ggp
.
oo
-the Collbran
ProJect. It must be remembered that as soonas
the Collbran Pro-Ject is completed the domestic water user voul.d immediately start 1>qing for 20second feet of water Yhile for ~robably the first
25
years of the projectdo•eatic uae would only be able to utilize less than
SO
per cent of this wter.!hua
for the first several years of the Collbr.an Project the per acre foot costot water used
by domestic users would be extremely high. {Cost on Collbran,_.er i• ba:aed on incomolete figures of final cost of ~roject.)
!he most critical time in our ~resent water system occurs in early S"Oring months (koril and ~) before ~ff starts from Grand Mesa. By enlarging Reeder ReserToir to 240 acre feet csnacity, 78 million gallons of water would
be available to cnJT system during April and May. As stream nov from creek
¥111 probably not be needed during winter months, it could be stored 1n Reeder Reservoir duriDg this ~eriod. Reeder Reservoir could again be filled during h • v ruDOff ~eriod of late May and June for use in later summer months.
We have no long-range records of vater produced in the Korth Fork vater
shed, but from the best available information and ~ey ovn observation over the laat
tour
--.er aeasona I believe thatmr
estimate of water available is sOUDdand oa th6 conservative side.
1.5 ll1111on pllou per dq increase in our present vater supply represents
an
1DCI'-• ot17i
per
catover our
present supply. Correlatinc anticipatedd.AeDd curve aa prepared
b7
~ipton, this increased vater supply would probab}Taern Graad. JUD.Ction adaquatel7 UDtil about
1965.
(tfbia ia subject to aJJT cowltttou and.. canno~ be arrived at apecificall7.)I UJMlentaDd that the Oaae Department ia i.ntereated. in the .lnderaon
prop-ert,. 1nlt I would be hea1tant to aake this property' a game preserve as ve would llO~ van' a ~V concentration of dear on thia water ehed if 1 t 11
to
be uaed.- a do•e•tlc water ahecl. Regardl•• o'! domestic uae of water moat year• ao. waMI' will lie available for • • oa th1• laDd and the propart7 will have co~ at.Ur&'bla
ftl•·
And.eraoa Reserroira
fl.
and12
are located in the draiuage area of the ma1A fork fd ..._,. Creek &Jid thla ~ter cowl4 be brough'to
our :preaat 1atake b;relllp~ ~it dGIIIl the Creek.
Ba . . er . _ r n l r ta locsW ap~\~ 1800 :tee\ fro• our
nov.
l'era T~ ,.,.SMl _ . , th!a --~ oovl4 lte 1t~ed lJl\o
our
'Dreeent flovl1u &Dd\hla plaa .S.p~ 'be tihe
- . t
eoea..t-.1tt
tldaw.
ter were to be ue4 aa auppl~~