HomeMy WebLinkAbout002-1059-30-000 (5)
ST. CROIX COUNTY
WISCONSIN
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LAND CONSERVATION DEPARTMENT
BOX 85 • BALDWIN, WI 54002
(715) 684-2894 or (715) 425-4080
DATE: August 27th, 1997
TO: Dave Dacquisto
FROM: Kyle Kulow - For Robert Heise
SUBJECT: Manure Storage Plan for Daniel Luckwaldt
We have reviewed the manure storage plans for Danial Luckwaldt and
are satisfied they meet St. Croix County's manure storage
ordinance. Furthermore, we are satisfied that the design of the
manure storage structure itself meets NRCS standard 313.
Based on our review we would ask your department to issue Mr.
Luckwaldt the necessary permit to begin construction.
If there are any questions please contact the Land Conservation
Department (715)-684-2894.
Thank you for cooperation in this matter.
Sincerely,
le Kulow
St. Croix County Technician
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Lester Building Systems
LHSTER A Division of Butler Mamrfacturing Company
LE -
Al P.O. Box 37 • Lester Prairie, MN 55354
Phone (320) 395-2531 • Fax (320) 395-2969
August 22, 1997
Robert Heise
County Technician
Land Conservation Department
PO Box 85 1060 10th Ave
Baldwin, WI 54002
715-684-2894
Re: Danial Luckwaldt
2606 County Rd D
Woodville, WI 54028 715-698-2540
Dear Mr. Heise
Enclosed are two sets of sealed plans for a concrete manure storage tank.
The pit was designed per Standard 313 as a rigid frame or restrained wall.
The pit will be 714" wide by 4218" long by 7110" deep with 8" thick walls.
The walls have been designed using the Midwest Plan Service Concrete Manure
Storage Handbook (MWPS-36) for a 60 psf/ft inward design load. The pit is
to be backfilled with coarse grained soil with this design load. The
vertical reinforcement is #4 @ 12" on center with horizontal steel #4 @ 12"
on center. As per the Wisconsin Construction Specifications the concrete
compressive strength at 28-days will be a minimum of 3500 psi and the
reinforcing steel will be deformed Grade 60.
The minimum live load design value for floors and floor supports on waste
storage structures for mature dairy cattle is 100 psf per ASAE EP378.3
(Floor and Suspended Loads on Agricultural Structures Due To Use). The
minimum load on slats per unit length is 250 lb/ft. The slats and beams are
designed and furnished by Weiser Concrete at Maiden Rock, WI.
Per Standard 313 the tank floor slabs shall be 5" thick with #3 (3/811) dia
rods at 18" on center each way. Since the floor slab on the pit is less
than 43 feet there will be no control joints. (See attached EFH Notice
210-WI-70 June 1995 for allowable joint spacing.)
On the floor slab to wall joints we will use a Type 4 Horn/Durajoint PVC
waterstop. It is a 6" wide ribbed type with a centerbulb and a minimum
thickness of 3/16".
From USDA-SCS-Wisconsin Section IV, Technical Guide, PART II, Item 5.
FORM REMOVAL AND FINISHING, breakback form ties will be removed to a minimum
depth of 1/2 inch and the cavities will be patched with EUCO N-S GROUT which
is a non-srink grout.
As the design professional on the project I will make at least one
inspection during construction. I will also make a post construction
inspection and provide certification that the structure has been built
according to the approved plan.
If you have any questions, please contact me.
incer
n Dierauerr,P.E. cc: Job File #97-E-89216
tructural Engineer Daniel Luckwaldt, Owner
ester Building Systems Tom Hennessey, Territory Manager
17-WI-90 y
MAXIMUM DISTANCE BETWEEN CONTROL JOINTS FOR A 5-INCH SLAB
Reinforcement sq. ins./ft. psi ft.
6 x 6 - W1.4 x W1.4 (10 Gage) .028 65,000 27
6 x 6 - W2.0 x W2.0 (8 Gage) .040 65,000 38
6 x 6 - W2.9 x W2.9 (6 Gage) .058 65,000 56
#3 @ 18" C to C .073 40,000 43
#3 @ 15" C to C .088 40,000 52
#4 @ 18" C to C .131 40,000 78
#4 @ 15" C to C .157 40,000 93
#3 @ 18" C to C .073 60,000 65
#3 @ 15" C to C .088 60,000 78
#4 @ 18" C to C .131 60,000 117
#4 @ 15" C to C .157 60,000 140
It is absolutely essential for the reinforcing steel to be in the proper position to
provide any advantages from its use. THE PROPER POSITION IS AT OR ABOVE
THE MID-DEPTH OF THE SLAB.
A common practice is to specify that the steel be placed 1.5 to 2 inches below the
top surface of the concrete slab.
Since positioning is critical, support devices are essential. The steel must be
supported with devices spaced to maintain the steel in the correct position during
concrete placement.
EFH Notice 210-WI-70
June 1995
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