The Holly chieftain. (Holly, Colo.) 1897-1987, 1910-07-29

combined crossing and diversion weir
gether with AL proper and necessary
headgates, siuice gates and regulating
devices appurtenant thereto. conduiis
eral siphons for passage of Irrigation
water from the Fort Lyon Canal or
other canals to the lands watered
verts asa Ali other and necessary struc-
lures appurtenant TO and required to
form complete and adequate irriga-
faon system; said sanel shan nas oaar Is
ter Of ths southeast Quarter OWL BE
Y Section seven Gu. Township Twen,
tS.thres ca! z: aa9ss FiT Y,yns is 1a
shall extend thence to and across the
Arkansas River Ct or near the South.
vest Quarter lsW Y Of the Northeast
o.n:se sset ss1 len
Fifty-two liil West. and terminate e
or near the Northsast Quarter Of the
sssso. SDaf1tssr Ss CIV Of
We West. ' = ssre Ma .ufv sy and 10.
Gated. and AZ Appears by the map and
with and approved by the State Engi-
Filing No. 1881.
pacity Of twelve Hundred U.5ool Gu
bic feet per second from said intake
on the Purgatoire River to and acros:
the Arksnsas River. from which SAID
be gradually and uniformly dimin-
ished to Eleven Hundred q. ioo) cubic
feet per second At or near the South
Township twenty (sOl s.. Range For
S.w :ssona f.s ssle one sssn
and sauitabiy distributed Throughout
tho length OF said canal from said
point IN Section Thirty-four (sD.
Sso RanFs rss
as an allowance for loss In transit
From and beyond said point In Sec
ton ,s mhir.y-fUSn ss T1wnsnip rw yen,
said canal shall have . carrying ca :
pacity based upon bne ~ cubic foot
per second for eighty (so> acres Of
therefrom. with an extra carrying ca
pacity allowing for loss In transit as
aforesaid proportional to the size and
length Of canal to such point to the
allowed for loss.
Also diversion canal for disposal
of the flood and waste waters of Adobe
to divert said water into the Arkansas
River above the intake headgate OF
said Mammoth Canal. Said diversion
to handle s the n maslmu Gap fiooS diseSarss
of these creeks at the point Of diver
sion therefrOm, as may be hereafter de-
termined by the engineers of both
II is agreed that the work to be done
and material to be furnished by the
Company shall for all purposes Of this
be divided into sub-divisions as herein
after set forth. and that the accept
ance of. and payment for. each of the
tons a. hereinafter Described, n snail be
made. and the same shall be settled
for. upon the completion and accept
sections ana stations. and that the fol.
lowing Is the schedule Of work and
payment therefor: the canal work be-
81 five hundrs nio 1861
feet each: " WV ~
~ The Purgatoire Dam and head
E. H. st siSsr.,sn dam ). : :. +.
forced concrete wood pile structure,
protected BY two rows Of sheet piiing.
breaking Joints and driven to an Inn
pervious stratum or to refusal, and ex-
tending the entire length Of the struc-
walls. I 4 eonerete Weir and anron VIII VIII
end in REINFORCED concrete abutments.
With wing walls: carried inland sai,
their extremities. The headgate is to
be a re-enforced generate structure
surmountIng piles and provided with
be- bns SIX aboys bs srest Of she
dam. and DYKES with rinram nlaced on
the water side, viii be carried Ai Inland
in order to pronerlv divert Hoods. said
headgate structure shall he dc signed to
deiiyer twelve h,indrei I120f, second
feat NJ water to ana inta canal ~
ike capscitv. with n bnttom VAIN of
thirtv Feat ~ rortw.tWn raet 40
n ~ AZ ftl Herth ~ wafer ten feet
or eipbt and fnpr.tenths feet 70 or
"a ny al I usw he baseaftar detau.
mined Nv the cnrinears and rrada
49, ner mile SiStv-sevep Tbonssn
81 90. ool Dollars. e
fisnnI seet Ing iii he inCatA
ed between stations Twelve and Eif-
q NC " SSh 10 t,OuS tWoisS aul r ~.