8.03(7)
EXCAVATIONS, REFILLING, COMPACTION
TESTING AND REPAVING REQUIREMENTS
The permittee
shall comply with all Public Works Committee rules and regulations
governing excavations, refilling, compaction testing and repaving.
The permittee shall make a determination whether or not sheathing
and bracing shall be required. No trench shall be refilled until
the appropriate department head has been notified and has inspected
the lateral connections to insure that all requirements of this
Code have been met. The permittee shall notify the Public Works
Manager 2 hours prior to refilling of the trench. Full restoration
of any excavation shall be completed within 48 hours unless special
arrangements are made with the Public Works Manager.
COMPACTION
TESTING: When excavations are made within any area of blacktop
or shoulders, at owner's/contractor's expense, proof of compaction
testing by a certified testing service shall be provided showing
that requirements are met for a compaction percentage of 95% for
the upper 4 feet and at least 90% at all lower levels in any area
that was in any way disturbed or excavated. These compaction tests
will be taken in 2 foot lifts. Any road surfacing done after November
15 or close down of the blacktopping plant shall be done on a
cold mix basis for the winter months and shall be removed and
replaced with hot mix by June 1 of the following year unless special
arrangements are made with the Public Works Manager. At least
30% of the compaction tests must be conducted in the immediate
area of a fire hydrant, manhole, curb stop or water box.
8.04(2)(e)
DRAINAGE WAYS/SWALES/DEPRESSIONS. 1. Filling prohibited. No
person shall fill or otherwise impede the flow of water in any
drainageway/swale/depression area established by the Village,
which is located in the street right-of-way, or is located on
private property and of record dedicated to the public or the
Village. In areas where a swale or depression has not yet been
constructed, the permittee shall be responsible for establishing
a 12 inch to 18 inch swale or depression with a maximum 5 to 1
slope allowed within the right-of-way unless otherwise approved
by the Public Works Department. Swale requirements defined in
the approved Plat of Subdivision must be adhered to if more restrictive
than the 12-inch to 18-inch requirement. Materials allowed within
the right-of-way shall be a pervious type material that allows
for drainage, with a 3" maximum thickness in the bottom of
the swale. If the swale in the right-of-way is altered by work
of any kind, the topsoil must be removed, alterations made, and
topsoil replaced to a maximum depth of 3 inches.
2.
PENALTY. Violations of Sub 1. above shall subject the property
owner to a penalty as provided in Sec. 25.04 of the Code. In addition,
any person convicted of violating Sub 1. above shall be subject
to paying the cost of restoring such drainage way/swale/depression
as a charge for current services pursuant to Sec. 66.10(16), Wis.
Stats.
8.03(3)(d)CRUSHED
AGGREGATE BASE COURSE. 5. Shoulders shall be a minimum of
9 inches in thickness with the width to be determined by the Public
Works Department. The final depth of shoulder material shall be
placed after the bituminous pavement surface course has been placed.
Shoulder material shall consist only of recycled asphalt for the
full depth of the bituminous pavement. The shoulder material cannot
be substituted with any other type of material unless otherwise
approved by the Public Works Department.
SWALE
DRAINAGE FORM
permit
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