The Holly chieftain. (Holly, Colo.) 1897-1987, 1910-08-05

combined erossing and diversion weir
structures at the Arkansas River. to-
Sether with al proper and necessary
heansates. siuice gates and regulating
for railroad and ditch crossings. lat
eral siphons for passage of irrigation
water from the Fort Lyon Canal or
thereby. fumes. syphons. tanks cul-
verts and all other and necessary struc-
lures appurtenant to and required to
ton system. said canal shall have Its
intake at or near the Northwest Quar-
.s5 g see shs sostassst o9nrtsr sNWA Be
West on the r Puraas es ff River t ana
Arkansas River at or near the South
9s.r.sr tSE " = sse.isn ten dol.
Fifsy.swe SIS W..a and tern ri sans e
or near the Northssst Quarter OF the
s ssSahwe. .s, 9u.f 1sp 3ME sW y Of
We ssrssof ass .a r1ssyewa and 90 10
sas e the TX the ned
with and approved by the State Engi-
nsnr on H. M lHsI 18th. 1910. known a.
Said canal shall have a carrying ca
pacity Of Twelve Hundred G.200) GU
bic feet per second from said intake
point the said carrying capacity shall
be gradually and uniformly dimin-
feet per second At or near the SOUTH
east corner of Section thirty-four (3D,
T iyssxah Twenty ssO g. Range For,
o West .esona fee saiS ONE sl syn
dred G0o) second feet shall be ratabIy
and AND seauitably distributed throughout
point n Section a1a f Thirty-fo om ts4S r
Township Twenty (20) g.. Range For
ty-seven (47) to the terminus thereof.
From and beyond said point In Sec
tion Thirty-four go, Township Tween
pacity based upon one "a cubic foot
per second for eighty (so) acres OF
pacity allowing for loss in transit as
aforesaid proportional to the size and
total OF one hundred (io05 second feet
allowed for loss.
Also a diversion canal for disposal
and Horse Creeks shall be constructed
to divert said water into the Arkansas
River above the intake headgate of
said Mammoth Canal. Said diversion
canal shall have a capacity adequate
to handle the maximum flood discharge
81 these creeks at the point of diver
termined by the engineers of both
parties
1t is agreed that the work to be done
Company shall for all purposes of this
contract. as to said Third Proposition.
be divided into subdivisions as herein
ance Of. and payment for, each OF the
said subdivisions. sections and sta
lions as hereinafter described. shall be
for. upon the completion and accept
ance Of each Of the said sub divisions.
sections and stations and that the fol,
ha n1 hula NJ nt,d
payment therefor; the canal work be-
Ing expressly divided into sections or
stations, of five hundred (5oo) linear
~ The Purgatoire Dam and head
gate structure.
The diversion dam is to be a re-en-
protected by two rows of sheet piling.
each row composed of two courses of
five Inch BY twelve inch material,
pervious stratum or to refusal. and ex-
tending the entire length of the struc-
Surn, inducing abusm nin and WING
end in re-enforced concrete abutments,
with wing walls. carried inland suf-
their extremities ey The headgate IS to
be a REINFORCED concrete structure.
surmounting piles and provided with
bs sx se
dam. and dykes, with riprap placed on
the water side, will be carried inland
IN OrueT TO properly divert IlGOOS. SAN
deliver twelve hundred $4,000 second
feet Of water to and into canal of
Ike e. capacity, with bottom width OF
or 81: eight and feprntenths feet 10 i or
, 81 81 as may be hereafter de rade
1872 per mile. sixty-seven Thousand
$s7,OoO.00) Dollars.
G., a bench flume about fifteen
nE00N wi he =.
ed between stations Twelve and FIT
toire intake. This structure viii have
sixteen (216) square feet and on a
grade of Ia per thousand feet. will
sc feet We nont
stations Twelve and Fifteen a sluice
gate. will be constructed. This will
consist of wooden drop gates and a set
charge from the flume down a con-
crete chute into the Purgatoire River.
Thirty5six Thousand Five Hundred
90 Concrete siphou. Jones Ditch.
under Mammoth Canal, Located at sta
ton sIxty-three. consisting Of CON
s steS with lse, carving &c capacity Of
Hundred $1sO0:O0) Dollars.
60 The Santa Fee Crossing, located
between Meander Stations Seventy-one
and Seventy-two, will consist of fif-
pon Of S Se water So sna4 sd
capacity ee q rwe}xs sa' aundrsd VIZ aooS
d area tss SSr poars Three Hun
go Arkansas River Dam, conduit
and headgates. located at Meander
shall Consist Of a hollow. re.enforced
concrete dam, with a carrying section
Of one hundred and thirty-four d34
feet Der second giving n CARRYING va