HomeMy WebLinkAboutCherry Lane Golf Course Irrigation Lagoon '
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RICHARD Q WILLIAM9
A WANA L. NIEMANN, City Clerk
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A. M. KIEBERT, Treasurer 72$ Meridian Street GRANT P. KINGSFORO
BILL BREWER
ROGER SHERW W, Cftlef of Pollce
BRUCE D. STUART, water works supt. MERIDIAN, IDAHO RICHARD F. ORTON, JR.
JOHN 0. f17ZGERALD, Allorney 83642 DONALD L. SHARP
ROGER WELKER, Fire Cftlef Phone 888-4433 Chairman Zonlnq 8 Plannlnq
EARL WARD, Wasla Water Supt.
JOSEPH L. GLAISYER
Mayor
November 26, 1980
Honorable Mayor and City Council
Meridian City Hall
Meridian, Idaho 83642
Dear Mayor and Council:
Re: Cherry Lane Golf Course
Irrigation Lagoon
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Attached is a .blueprint and transmittal letter received from J-U-B
ENGINEERS, Inc., for approval of an overflow device for the small irrigation
lagoon at the Cherry Lane Golf Course. I have made some comments in red
pencil. As Mr. Wright points out, it will probably be some time before things
dry out enough to allow equipment to work. However, we should make a decision
for them so they can get things lined out to do the work.
Assuming the cross-sectional area of the chute is adequate, I don't see
any major problem with the proposal although I am somewhat concerned about the
permanence and future maintenance of the overflow. I think the thickness
should be increased to six inches minimum and calculations be submitted showing
that the chute area is adequate and that velocities on the 3:1 slope do not
exceed the erodability of the two inch drain rock.
I will await your comments before re
Gary
City
to Mr . Wright .
rely,
th, P.E.
er
GDS:dm
.Attachments
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250 South Beachwood Avenue, Suite 1 Boise, Idaho 83709 Telephone: (208j 376-7330
November 14, 1980
Mr. Gary D. Smith,. P.E.
Meridian City Engineer
250 South Beechwood
Meridian, ID 83709
Dear Mr: Smith:
Enclosed is a sketch plan for the ,p%,g~construction oi' the overflow for the
pond in the Cherry Lane Golf Course.
It will be impossible to do this construction before this area has dried
out considerably. I would anticipate that it would probab:l.y be late winter or
early spring before this work could be completed. We will monitor the condition
of the pond periodically and will let you know prior to beginning construction.
If you have any questions regarding this matter, please do not hesitate
to call me . '
Sincerely,
J-U-B ENG
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Enclosure
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Laboratories
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Report of: TPSt~ on Compacted Fill Material for the
f.hPrrv Lane Golf Course Pond
Maridian~ Idaho
Report to: ~-U-B Engineers
250 South Beechwood Avenue
Suite 1
Boise, Idaho 3705
Sample Identification
Date A r i 1 25, 1980
Job Number 9-319
Sheet 1 ~ of 1
Invoice No. 13356
Summarized below are results of in-place field density- to-sts per-
formed on the above referenced project by our personnel, utilizing the
nuclear densometer method of testing in accordance with ASTM D-2922.
Tests were performed on the date and at locations shown below.
Test locations were selected by our personnel.
The project specifications require a minimum in-place density of
950 of maximum density. These tests indicate that the in-place density
meets the specifications in the test areas.
Test Results
Date of
Test Location
4-22-80 N. Center Floor; At finish grade
4-22-80 W. Center Floor; At finish grade
4-22-80 S. Center Floor; At finish grade
4-22-80 S. Center Wall; At finish grade
4-22-80 Center Floor; At finish grade
4-22-80 E. Center Floor; At finish ade
4-22-80 Retest Lab No. 103866
RECEIVE® EY
CITY ®F AAERI®IAN
QTY ENGINEER
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Lab No.
103863
103864
103865
103866
103867
103868
103869
Certified
Field Field Maximum Percent
Dry Moisture Lab Dry of
Density Content Density Maximum
pcf Percent pcf Obtained
g8.g 20.6 102.5 96.5
99.6 18.8 102.5 97.2
99.2 19.6
88.2 21.5
102.9 17.5
85.0 27.8
100.6 19.1
102.5 g6.8
102.5 86.1 c
102.5 100.5
86.6 98.2
102.5 98.2
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