The Holly chieftain., 1910-07-22

headgates. sIuice gates and regulating
for railroad and ditch crossings. lat
erai siph0ns for passage of irrigation
water from the Fort Lyon Canal or
thereby. fumes. syphons. tanks. cul-
yerts and all other and necessary struc-
lures appurtenant to and required to
tion system; said canal shall have its
intake At or near the Northwest Quar-
ter Of the Southeast Quarter tNWN Sc
ts-three tss5 3. Range Fiiiy-two tss!
West. on the Purgatoire River end
shall extend thence to and across the
Quarter. me of Section ten doJ.
Tos.wn.hip T.snty.thrss !ss1 g, Range
or near the Northeast Quarter OF the
s South. Quarter one sW ~ Of
West. a. ssrssofore surveyed and To- 10,
Gated Gated. and a. appears by the map and
With and ' .p ps % bH the state Ens do
n nss,r. on H. Aasch lAth, 1910. known a.
pacity Of Twelve Hundred u,20oI GU
bic feet pef-second from said intake
on the Purgatolre River to and acroee
point poi the :.id esrry.n1 o eapscit s snail
be gradually and uniformly dimin-
ished to Eleven Hundred cleo cubic
east corner OF Section thirty four go.
Wss q feet s.S ONE E syn
dTsd tioel second feet .hsii es r.t.biy
ths length q ;sid s canal. from :sid
Township Twenty .(2e) g.. Range For
ty-seven tS7) to the terminus thereof.
as an allowance for loss In transit.
ton Thirty-fo (34), Township TWEEN
Y, (zol e.. Range Forty-seven (47).
D..,.s canal n shall have Carrying ca, ca,
land isinS ,h her and md irrigated
psesy for io.. IN tT.n.Is a.
aforesaid proportional to the size and
length of canal to such point. to the
total Of one hundred t100) second feet
Also diversion canal for disposal
of the flood and waste waters of Adobe
to divert ssia water into the Arxsnsss
said Mammoth Canal said diversion
e handle s the n maalmum pfooa
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
contract. as TO said Third Proposition.
be divided into sub divisions as herein
after set forth, and that the accept
said sub-divisions. sections and sta
lions as hereinafter described. shall be
made. and the same shall be settled
ance of each Of the said sub divisions.
sections and stations, and that the fol-
lowing H. the schedule of work and
Ing expressly divided into sections or
stations. OF five hundred (5OO) linear
feet each:
gate structure.
The diversion dam IL to be a re-en
SY BILE s..
each row composed OF two courses Of
five inch by twelve inch material.
peryious stratum or to refusal, and ex-
tending the entire length of the struc-
ture, including abutments and wing
end in reinforced concrete abutments.
with wing walls. carried inland suf,,
ficiently far to prevent washing around
be a re-enforced concrete structure.
radiai steel gates. The abutment viii
dam, and dykes, with riprap placed on
the water side. will be carried inland
in order to properly divert floods. Said
deliver twelve hundred (12O0) second
feet of water to and into canal of
ths sapff Feet " With sots% T est
or eight and fonr-ten.hs feet 90 or
81 -, as may be hereafter deter
1872 per mile. sixty-seven Thousand
$67 ,000.00) Dollars.
(2l A bench flume about fifteen
hundred u500) feet long will be locat
ed between Stations Twelve and Fiji
teire intake. This structure viii have
water section of two hundred and
s grade OF rs Is per pA thousand feet. viii
have capacity Of twelve hundred
isoo) SECOND feet. -, Al point between ,
gate Will be constructed. This will
consist of wooden drop gates and set
Of steel slide gates, regulating the dis
Thirty-six Thousand Five Hundred
tt36500.0O) Dollars.
under Mammoth Canal. Located at Sta
crete pipe about five (5) feet In diam
e eisE six" tss, second feet. Eighteen
Hundred ($1800.00) Dollars.
90 The Santa Fe Crossing. located
and seventy-two. will consist Of a fif-
phon, Of the water section two hundred
s ena sa'ee e9 @ auafs iss Viz
second feet. Four Thousand Three Hun
dred (S4.30O.Oo) Dollars.
90 Arkaasas River 7dve,., Dam. conduit
Stations Seventy six and seventy-eisht.
shall consist of a hollow. REINFORCED
concrete dam. with carving section
square feet, and a velocity of nine go
feet per second. giving carving ca
pacity Of twelve hundred !l2ool second
in cross section said width including