HomeMy WebLinkAbout1989-08-01 lyman Creek Development August 1 , 1989
TO: James E . Wysocki., City Manager
FROM: Lance Kelley, Engineer
RE : Lyman Creek Development
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As requested, I have reviewed the Lyman Creek Watershed
Development with particular emphasis on the apparent water
sources by-passed by this phase of the development project .
In this phase the Lyman Creek collection piping will
proceed from the yard piping/reservoir, past our existing
diversion to a newly installed diversion collection site near
the foot bridge on Figure 1 . The previously existing
structure (parshall flume) is temporarily capped, to produce
some quality consistency in the water entering the pipe .
As this project does not completely address all of the
Water Quality Bureau ' s concerns regarding a fully enclosed or
filtered system , subsequent development and containment of
the Lipper spring may prove the lower: diversion unnecessary by
disrupting the recharge rate of the aquifer. Disrupting the
recharge rate may cause a volume reduction to the lower
diversion to the point where there is insignificant or no
flow. Until the impact of future development is known, my
recommendation is in accordance with that of Fred Shields ,
Water Superintendent , that the temporary caps at the lower
diversion be located and marked, and their location be
carefully logged by the Engineer.
Should the development substantially decrease the
aquifer recharge rate the lower diversion can be removed, and
the piping permanently Capped and sealed.
In addition to awaiting the development results , we may
want to pursue acquiring a Beneficial Water Rights Permit
from the Department of Natural Resources and Conservation to
protect the water rights of those waters which are subject to
collection by the lower diversion, but not by the current ,
partial development of the upper portion of the watershed.
If you have any questions or comments , please contact
Me .
NNW
sta. 76+$2 11.0 cis)
Sta. 76+03 (1.0 cfs) X Upper Sprang
Sta. 7547 0.2 cis)
Sta. 78+86.71
Sta. 75+37 0.6 cis)
Sta. 74+47 0.7 cfs)ti
Sta. 73+82 (2.4 cfs)—
.
I
Sta. 71+45 (2.4 cfs)-- 1
Sta. 70+60 (2.5 cfs)--- Lower Spring
J�.
Sta. 68+60 0.8 cfs) --- 1
A 1/
Survey Lino
O (proposed pipeline alingment)
x
m `
m
G
1
Sta. 61+10 (2.7 cfs) — ----Footbridge
f Flows Measured 11/18/86
/ Persheil Flume
Ste. 18+90 (3.5 cis)
SCALE, V - 300 feet
Figure 1: L.ymaa Creek. Flow Measurements
Ogg, THE CITY OF BOZEMAN
V `L 411 E, MAIN ST. P.O. BOX 640 PHONE (406) 586.3321
w w
BOZEMAN, MONTANA 59715.0640
TO: Phillip J. Forbes, Director of Public Service
FROM: Fred Shields, Water/Sewer Superintendent
RE: Location of temporary cap on supply line at existing, original,
diversion on Lytaan Creek
DATE: .August 1, 1989
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Would it be possible to have Gaston Engineering pinpoint and mark, with a
steel fence post, the location of the temporary cap on the new main sine
at the old diversion on Lyman Creek.
The area will probably become overgrown with weeds and brush in a very short
time, and it would certainly 'help to have a precise location when we
reconnect to the existing diversion. As you are aware, this connection
must be made in order to utilize all of the Lyman water that the city has
rights to.
FS:cep
HOME OF MONTANA STATE UNIVERSITY
GATEWAY TO YELLOWSTONE PARK
THE CITY OF BOZEMAN
C~ 411 E. MAIN ST. P-0, BOX 640 PHONE (406) $86-3321
* * BOZEMAN. MONTANA 59715.0640
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��♦���Co.w August 1, 1989
To: Vance Kelly
From: Ron Portnell v*
Re: Lyman Creek diversion structure addressed in the agrlCultural
lease between the City of Bozeman and Donald D. Dodge Jr.
In item 11. Right of Access. Ism confused. Do we still have the right
to place a supply line to the temporary plug on the new line at the
Old diversion structure?
If not, we do need to clarify that It is essential so we can use
water flaw at this point again in the future.
RP/pb
HOME OF MONTANA STATE UNIVERSITY
GATEWAY TO YEL.LOWSTONE PARK
THE CITY OF BOZEMAN
411 E. MAIN ST. P.O, BOX 640 PHONE (406) 586-13PI
SOZEMAN, MONTANA 597154)(540
C
TO: Phillip J. Forbes, Director of Public Service
FROM: Fred Shields, Water/Sewer Superintendent
RE, Location of temporary cap on supply J,jpe at existing, original,
diversion on Lyman Creek
DATE. August 1, 1989
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Would it be possible to have Gaston Kngineering pinpoint and mark, with a
steel fence post, the location of the temporary cap on the new main line
at the old diversiot-i on Lym�in Creek.
The area will probably become overgrown with weeds and brush in a very short
time, and it would certainly help to have a precise location when we
recounect to the existing diversion. As you are aware, this connection
must be made in order to utilize all of the Lyman water that the city has
rights to.
FS.cep
HOME OF MONTANA STATE UNIVERSITY
GATEWAY To YELLOWSTONE PARK
BOZ��
THE CITY OF BOZEMAN
411 E. MAIN ST. P.O. BOX 640 PHONE (406) 586.3321
BOZEMAN. MONTANA 59715-0640
August 3 , 1989
C0 0
TO: Lance Kelly, Engineer II
FR: Jim Wysocki , City Manager - V
RE: Lyman Creek Water Development
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Thank you for your memo of August 1 , 1989 , re Water Develop-
ment at Lyman Creek.
Please continue to review the alternatives for the best pros-
pect of the development of the primary and secondary sources
of the water produced in this drainage and the springs . Dis-
cuss with Phill Forbes and other personnel , including Gaston
Engineering , how to proceed to protect our water for consump-
tion , and the rights that the City of Bozeman has available
to it .
Feep me informed
Thanks .
JEW/mcl
CC.: Phill Forbes
HOME OF MONTANA STATE UNIVERSITY
GATEWAY TO YELLOWSTONE PARK