HomeMy WebLinkAbout024-741-02-1202-RZN-2001-031Savyer County Grievance Form
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Savyer County Grievance Procedure
The purpose of this procedure is to provide for the opportunity for the public
to present grievances about services provided by County employees or officials.
Grievances must be in writing, signed, dated, and shall be specific to allow for
a thorough and fair review of statements that are made in the grievance.
Grievances shall be directed to the head of the department that is subject of
the grievance for review and disposition.
If the head of the department is the subject of the grievance the grievance may
be directed to the committee directly responsible for the department involved.
It is this co=ittee that would review a disposition that is made by the head of
the department if the person filing the grievance disputes that disposition.
The Personnel -Administrative Committee shall review a committee's decision about
a grievance that is disputed by the person that made the grievance.
The County Board of Supervisors shall review a disputed decision of the
Personnel -Administrative Committee.
Forms for grievances are provided for the convenience of the public and as an
indication that the County is receptive to legitimate grievances about County
services.
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TOWN OF R011" °U LAKE PEOPLES NATIONAL BANK
ROUTS 4. BOX 4005 PH. 715462•0211f OF FAYWARD
` MYWARD, WI 54 43 HAYWARD, WI 54843 70-1062-018
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TO:
Round Lake Town Board
Sawyer County Board of Appeals
Sawyer County Planning and Zoning Committee
Sawyer County Board of Adjustment
Sawyer County Planning and Zoning Department
IN REFERENCE TO:
A Rezone, Variance, and Special Exception Permit for Rock
Crushing Operations on the Point Sporting Goods Property,
Sawyer County, WI
SUBMITTED BY:
Monarch Paving Company
P.O. Box 346
Turtle Lake, WI 54889-0346
DATE:
January 30, 2000
TABLE OF CONTENTS
SECTION
PAGE
SECTION1.0 INTRODUCTION.................................................................................. 1
1.1 Purpose......................................................................................................... 1
1.2 Property Owner............................................................................................. 1
1.3 Location and Background............................................................................. 1
1.4 Site Characteristics and Land Use................................................................ 2
1.5 Soils and Geology......................................................................................... 3
SECTION2.0 OPERATION PLAN.............................................................................. 4
2.1. Site Layout................................................................................................... 4
2.2 Operation Development Plan......................................................................... 4
2.3 Operation Activity.......................................................................................... 5
2.4 Operation Schedule....................................................................................... 6
2.5 Operation Equipment List and Employees ................................................... 6
2.6 Sand and Gravel Use.......................................7
2.7 Haul Routes.................................................................................................... 7
SECTION 3.0 ENVIRONMENTAL CONSIDERATIONS ......................................-.. 8
3.1 Site Screening................................................................................................. 8
3.2 Air Quality..................................................................................................... 8
3.3 Ground Water................................................................................................ 9
3.4 Surface Water................................................................................................ 10
3.5 Waste Disposal and Recycling...................................................................... 10
3.6 Safety and Health.......................................................................................... 11
SECTION 4.0 RECLAMATION PLAN ......... :......... ..................................................... 13
4.1 Reclamation Plan Area................................................................................. 13
4.2 Reclamation Sequence.................................................................................. 13
4.3 Seeding Plan ..................................................... .:.... :............................... ....... 14
4.4 Erosion Control............................................................................................. 14
LIST OF FIGURES AND DRAWINGS
Figure 1 Point Sporting Goods Pit Location Map
Figure 2 Point Sporting Goods Pit USGS Topographic Map
Drawing 1
Existing Conditions
Drawing 2
Operation Plan Map
Drawing 3
Reclamation Plan Map
ii
SECTION 1.0
INTRODUCTION
1.1 Purpose
This application to the Sawyer County Planning and Zoning Department by Monarch
Paving, a Division of Mathy Construction Company, is a request for a Rezone, Special
Exception Permit and variances to allow rock crushing and processing operations on an
approximate 95-acre parcel known herein as the Point Sporting Goods Pit. Monarch Paving
proposes to crush and process sands and gravel from the Point Sporting Goods Property
according to the enclosed development plan. The development plan describes the progressive
extraction of sand and gravel materials with subsequent reclamation of excavated areas. The
property will be used primarily for county and township projects in the area, but there may be
some state, private, and commercial work if requested.
1.2 Property Owner
Point Sporting Goods Property is owned by Monarch Paving Co., physical office
address is 786 U.S. Highway 8, Amery, WI 54001, and mailing address is, P.O. Box 346,
Turtle Lake, WI 54889.
1.3 Location and Background
The Point Sporting Goods Property is located near the intersection of State Highway
77, and County Trunk A, approximately thirteen miles northeast of Hayward, Wisconsin (See
Figure 1, Point Sporting Goods Property Location Map).
The legal description of the excavation area on the Point Sporting Goods Property
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 2
includes the Northeast Quarter of the Northeast Quarter (NE 1/4, NE '/4), EXCEPT the
following described parcels: Certified Survey Map recorded in Volume 4, pages 375-376,
Survey No. 375; Lots 2 and 3 as recorded in Volume 4 of Certified Survey Maps, pages 92-93,
Survey No. 176; Lot 1 as recorded in Volume 6 of Certified Survey Map, pages 54-55, Survey
No. 1141; and Certified Survey Map recorded in Volume 6, pages 274-275, Survey No. 1264.
The Northwest Quarter of the Northeast Quarter (NW '/4, NE %4). The Southwest Quarter of
the Northeast Quarter (SW 11/4, NE 11/4), EXCEPTING all that part lying South of State Highway
"77", also EXCEPTING that part deeded to the State of Wisconsin Department of
Transportation described in Document recorded March 6 1991, in Volume 462 of Records,
pages 219-220. The Southeast Quarter of the Northeast Quarter (SE 11/4, NE ``/4), lying North of
State Highway "77", EXCEPTING Certified Survey Map recorded in Volume 6, pages 54-55,
Survey No. 1141 and Certified Survey Map recorded in Volume 6, pages 274-275, Survey No.
1264. ALL of the above in Section 2, Township 41 North, Range 7 West, Town of Round
Lake, Sawyer County, Wisconsin.
1.4 Site Characteristics and Adjoining Land Use
The Point Sporting Goods Property currently has an active gravel pit on the property
that is operated by Monarch Paving Co. The rest of the property is forested with large boulders
above ground (see Drawing 1, Existing Conditions Map).
The approximately 95-acre area of future sand and gravel excavation is relatively flat.
Surface water currently runs southwest through a series of wetlands to Dead Creek.
There is one gravel pit within'/4 mile to the west of the Point Sporting Goods Pit. The
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 3
pit is located in the East Half of the Southeast Quarter of Section 2, Township 41 North, Range
7 West (see Drawing 1, Existing Conditions Map).
Four permanent residences are located within one thousand feet of the Special
Exemption permit application area. The closest permanent residence to the proposed sand and
gravel excavation is the Patrick and Georgiena Koranda home. There are three cabins located
within the 1000' setback. Five commercial buildings are within the 1000' setback, which
include the motel, convenience store, welding shop, cafe, and mini -warehouses.
1.5 Geology
Beneath the soil layer on the Point Sporting Goods Property is sand and gravel
outwash deposited during phases of the Wisconsin glaciation. The outwash ranges from 100
to 150 feet thick and directly overlies Cambrian Sandstone. The sand and gravel outwash
ranges in size from boulders up to 2 to 3 feet in diameter to a fine to coarse sand. All of the
outwash materials are of suitable quality for use in asphalt and base products.
Exploration of the Point Sporting Goods Property for sand and gravel reserves was
conducted during in early, 1990 by use of a John Deere 690 track -type excavator. Exploration
revealed sand and gravel suitable for road construction use from near the ground surface to a
predicted depth of up to 30 feet over a large part of the property. Within the approximate 95
acres requested for a Special Exception Permit there are approximately 85 acres of sand and
gravel reserves.
The ground water level under the Point Sporting Goods Property is predicted to be at
a depth of approximately seventy five feet below the existing ground surface.
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 4
SECTION 2.0
OPERATION PLAN
2.1 Site Layout
The proposed layout of the sand and gravel operation and excavation area on the Point
Sporting Goods Property is shown on Drawing 2, Operation Plan Map. The land area to be
disturbed by the excavation and processing area is approximately 75 acres.
2.2 Operation Development Plan
If approved, the sand and gravel excavation operation is projected to begin during the
year 2000. Monarch Paving would like to use this source for any work in the area and to
provide local townships gravel.
A minimum 100-foot setback will be maintained between the excavation and all
property lines. The existing trees will be left in place in the outer 50' of the setback area as a
natural buffer.
The depth of the excavation will be approximately 30 feet, depending on the depth of
the coarser sand and gravel. Exploration of the site indicated the usable sand and gravel to be
to that depth. Excavation of the sand and gravel will initially begin (see Drawing 2, Operation
Plan Map) in a southerly direction from the Processing Plant Area. Arrows on the Operation
Plan Map show the planned progression of the future excavation. The sand and gravel
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 5
excavation will expand to the east and north until the boundaries are reached. The stockpile
area, scale and scale house and the sand and gravel -crushing plant will all be located initially
in the southwestern part of the property.
Based upon the total projected reserves there will be sufficient material well into the
w2 1 " Century, though the number of years before the reserves are depleted is totally dependent
on aggregate product sales.
1 2.3 Operation Activity
The primary operation activity will be the extraction of sand and gravel and the
processing of aggregate products for construction use. The typical excavation operation
sequence begins with the removal of the soil that's not needed for gravel, from the top of the
f� sand and gravel deposit using bulldozers, a backhoe and/or scrapers and haul trucks and put
I into berms or piles for reclamation. After the sand and gravel is exposed, the sand and gravel
I� is then excavated from the bank and hauled by end -loaders or trucks to the crushing and
screening plant. At the crushing and screening plant the sand and gravel is crushed and sized
rj into various aggregate products and stockpiled by conveyors. The crushing and screening
A plant typically includes several crushing units, screening units and conveyors. The crushing
and screening plants are portable and are easily moved within the excavation and in and out
of the site as needed to replenish the aggregate product stockpiles. End -loaders are used to
bload the aggregate products into trucks from the stockpiles. The trucks are then weighed on
a scale before leaving the site.
Occasionally, as recycle products become available, recycled asphalt and concrete may
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 6
be hauled to the Point Sporting Goods Property for temporary storage and processing into
reusable products. None of the recycle materials will be buried on site and all of the recycle
materials will be reused.
2.4 Operation Schedule
Activity at the site will normally occur during the construction season (March to
November).
Hours of daily operation will typically be from 5:00 A.M. to 10:00 P.M. Monday
through Saturday. Outside of production of the sand and gravel, the normal hours for sale of
stone products is dependent on the local demand but is normally during the daylight hours
Monday through Saturday.
2.5 Operation Equipment List
Equipment involved in the sand and gravel operation is listed below.
Overburden Removal
Processing Operations:
1 backhoe
1-2 bulldozers
2-3 scrapers
1-3 haul trucks
1 crushing and screening plants
1 portable power generator
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 7
1-2 front end -loaders
1-4 conveyors/stackers
IWater used in the wet suppression will be obtained from existing nearby water sources
on the Point Sporting Goods property.
1 2.6 Sand and Gravel Use
Monarch Paving plans to produce and sell the sand and gravel aggregate products for
townships, commercial, county, and WisDOT projects in Sawyer County. Most of the sand
and gravel aggregate products produced by this operation will be used as base aggregate and
Ifill material.
11 2.7 Haul Routes
The primary haul route to be used by loaded commercial trucks from the Point
Sporting Goods Property will be from the excavation area via a site entrance road to State
Highway 77. The site entrance road location is shown on Drawing 2, Operation Plan Map.
�i The number of truckloads that are projected to leave the site on a daily basis will vary
I considerably per day depending on the scope of work scheduled that day. This also depends
on the time of the year and the number of active road projects in the area at any one time. The
most active months of hauling during the year will coincide with the construction season of
May through October. Also, during the winter months, very few trucks, if any, will haul from
the site.
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 8
SECTION 3.0
ENVIRONMENTAL CONSIDERATIONS
3.1 Site Screening
The excavation and sand and gravel processing area have partial to complete screening
provided by existing mature trees on all sides of the property. Any temporary berms will be
seeded with grass to eliminate erosion and create an attractive and natural barrier. The
temporary berms will be constructed with soil and overburden materials removed from the top
of the sand and gravel. Berm height may vary somewhat in different areas of the property
depending on the amount of soil over the gravel, the need to effectively screen the operations
from view, or direct surface water runoff.
3.2 Air Quality
The Wisconsin DNR Bureau of Air Management regulates crushing and screening
Aoperations at the site. The processing equipment is in compliance with the opacity
requirements of the New Source Performance Standards and is permitted under the Aggregate
Processing General Permit. Computer simulated dispersion modeling of emissions from
aggregate processing operations have shown compliance with the National Ambient Air
Quality Standards (NAAQS) applicable to the crushing industry.
IThe general permit provides flexibility for using different processing configurations
and various pieces of equipment, depending on the type of aggregate product being produced.
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 9
It outlines production requirements, including record keeping, employee training, malfunction
prevention and abatement and fugitive dust control measures that must be maintained for
compliance with the permit. The plant foreman will document the compliance activities
associated with these requirements on a daily environmental tracking form. Records of daily,
monthly and year-to-date production information will be available for inspection at the plant
site. Wet suppression will be used to supplement insitu moisture for control of fugitive dust
emissions from the plant equipment.
Control of fugitive dust from roads in the operation and excavation area will be
provided by use of a water truck that will spray water on the roads as necessary.
3.3 Ground Water
The sand and gravel excavation and processing operation will employ a variety of
screening, crushing, and conveying equipment, including loaders and trucks. The lubrication,
fueling, and repair practices used to maintain the equipment will be designed to eliminate
petroleum products from ground contact. The Storm Water Pollution Prevention Plan and the
Spill Prevention Control and Countermeasures (SPCC) plans address practices for proper
storage, handling, and use of petroleum products, as well as inspection and response
procedures. Fuel for mobile equipment will be stored in an aboveground tank with secondary
containment.
The pollution prevention practices addressed in site management planning minimize
the opportunity for infiltrating water to carry contaminants to groundwater. Plant foremen will
perform site inspections throughout the operating period. Observations and conditions will
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 10
be reported daily for all applicable environmental programs.
Rain that falls in the excavation area will be contained and allowed to seep naturally
into the underlying sand. When and where necessary to prevent surface water runoff from
entering the sand and gravel excavation, temporary earthen berms will be constructed to keep
surface water flow on the site.
3.4 Surface Water
The Wisconsin Department of Natural Resources Storm Water Program regulates the
proposed sand and gravel excavation operation. Monarch Paving has coverage under a General
Permit for Nonmetallic Mining Operations. The company has an existing storm water plan
for aggregate operations that employs Best Management Practices (BMP's) for pollution
prevention. The management practices listed in the plan addresses both petroleum product
handling and erosion control, including the on -site containment of storm water runoff for
suspended solids control. With the exception of limited lengths of access road, all storm water
and spring snowmelt water from the operation will be contained in the below grade
excavation, with no runoff leaving the excavation or processing area.
3.5 Waste Disposal and Recycling
Solid wastes generated in the course of production will be disposed of in dumpsters
provided by licensed haulers. Regular disposal intervals will be maintained to provide
adequate availability. There will be no hazardous wastes produced in conjunction with the
�I.
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 11
excavation or processing operations. Used oil and lubricants from equipment maintenance
will be collected for recycling by a licensed used -oil contractor. The waste receptacles will
be located away from active operation areas. Sanitary facilities will be provided at the site by
Iuse of a portable chemical toilet.
3.6 Safety and Health
The United States Department of Labor, Mine Safety and Health Administration
(MSHA) regulates the safety and health considerations of the sand and gravel excavation and
processing operation. The site will be subject to annual inspection by MSHA and must meet
the noise and dust exposure limits established for personnel employed in the operation activity.
Noise will be mitigated on the site by maintaining functional mufflers and exhaust
systems on all internal combustion engines and by shielding mechanical processes with noise
barriers. The below grade excavation and crushing of aggregate products will provide a
natural acoustic buffer for reducing noise levels to conversation intensity at or near the
property boundaries.
Respirable dust exposure will be minimized at the site by use of wet suppression for
processing aggregate materials and by controlling fugitive emissions from peripheral activities,
including trucking. Shrouds, tarps, and shields will be used to supplement wet suppression
and control fugitive dust. The company is committed to maintaining respirable dust limits
within MSHA standards and provide a healthy, dust -free environment for employees and
neighboring property owners.
A 10-miles/hour speed limit will be enforced at the facility for loaders and trucks to
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 12
provide safe working conditions and reduce fugitive emissions. Hard hats are mandatory for
all personnel within the excavation and processing areas. Visitors must have permission to
enter the site and must observe all safety regulations while visiting the site.
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 13
SECTION 4.0
RECLAMATION PLAN
4.1 Reclamation Plan Area
The Point Sporting Goods Property will be reclaimed according to the plan shown on
Drawing 3, Reclamation Plan Map. Reclamation will subsequently as the excavation activity
is exhausted. A reclamation surety bond will be provided to Sawyer County Planning and
Zoning for acres disturbed by the excavation and sand and gravel processing operation activity.
4.2 Reclamation Sequence
Reclamation will first occur in the southwestern part when the sand and gravel reserve
areas are depleted and are no longer necessary for stockpiling, equipment setup and other
facilities. The reclamation process will begin with the back filling of subsoil materials against
the exposed sand and gravel face and floor of the excavation. Only native soil materials will
be used to back fill the excavated areas. The back filled sand and gravel face and floor areas
will be graded to a slope less than or equal to 2:1 horizontal to vertical that will properly drain.
After the subsoil has been placed, available topsoil will then be applied and seeded with
appropriate seed mixtures as recommended in the seeding plan prescribed in Section 4.3.
When possible, the topsoil and subsoil removed from newly excavated areas will be
placed directly onto areas undergoing back filling and reclamation. This one step procedure
will improve the efficiency of the reclamation operation, reduce topsoil handling and help to
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 14
preserve the topsoil viability for revegetation. If the topsoil cannot be immediately reapplied
on areas reclaimed to final slopes and grades, it will be stockpiled in topsoil stockpiles that
will be sloped and seeded until needed for reclamation. Subsoil materials removed from
newly excavated areas will likewise be stockpiled, sloped and seeded until needed for
reclamation.
4.3 Seeding Plan
Disturbed areas subject to erosion and reclaimed areas will be seeded with Seed
Mixture No. 20 as specified in Section 630 of the 1996 Wisconsin DOT Standard
Specifications. Oats may be used as a cover crop if seeding occurs in the spring or early
M1040sr-"il
Mulching will be applied according to the standards in Section 627 of the 1996
Wisconsin DOT Standard Specifications. Areas will be checked for nutrients and the
"Standard" fertilizer will be applied to seeded areas according to the methods and rates
prescribed in Section 629 of the 1996 Wisconsin DOT Standard Specifications.
4.4 Erosion Control
Erosion control practices are addressed in the storm water pollution prevention plan.
Section 628 of the 1996 Wisconsin DOT Standard Specifications will serve as the standard
for erosion control of soils.
Point Sporting Goods Property
Special Exception Permit Application
January 25, 2001
Page 15
I
Erosion control mats, fences, screens, blankets, bale checks, dikes and other erosion
control devices will be used as needed to minimize soil loss during berm construction and
other soil disturbance activities. These erosion control devices will meet the minimum
requirements described in Section 628.2 Materials and be installed according to the methods
and procedures described in Section 628.3 Construction Methods of the 1996 Wisconsin DOT
Standard Specifications.
Upon proper notice of company management, periodic on -site inspections by Town of
Round Lake and Sawyer County Planning and Zoning Department personnel will be permitted.
Erosion control measures recommended by the Sawyer County Conservationist will be
implemented as appropriate to prevent soil erosion from the site excavation.
Point Sporting Goods Pit Location Map
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