HomeMy WebLinkAbout026-185-01-2002-LUP-2023-010 �o
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Sawyer County Application for Grading `D �
10610 Main St. Suite 49 � �
Hayward WI 54843 � c�
715/634-8288 �
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CONSTRUCTION SHALL NOT BEGIN UNTIL ALL REQUIRED PERMITS HAVE BEEN
ISSUED. SIGNATURE OF PROPERTY OWNER IS REQUIRED. o O
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Owner: _,;6�t i�a^-� � Contrador:. ,_ U>
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Mailin Address: y���lY��+.ar.(�l✓YSC 1'�Mailin Address: � �r
Cit State,Zi :� ' �� 1�� � ' �?v`I Cit , State,Zi : �
Phone: � Phone: �v
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site address: � ��^�; -� e,�, :5 � � `��:-r- ;�u:� r C'�
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Calculate grading area:(Total area disturbed including excavation,fill,grading, �
landscaping,equipment rutting,and/or other areas vegetation will be removed resulting �
in exposed soil) 1
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Determine width of disturbed site in feet: .��' ft.x depth of disturbed site in feet: ��>, ft. �
Total= ��`� (.` sq.ft.(this is the area calculation) � �'
Determine Slope of dist������+area:Vertical height in feet 1�'y+Horizontal distance in c �
feet ��,-;� =Slope . � I�5 X 100= �Q>�%Slope fi
(1 V11 H=Slope X 100= e�-�Siope) �' �
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"For any filling or grading of any area which is within 300 feet landward of the ordinary i/I
high water mark(OHWM)of navigable water and which has surface drainage toward the ��
water and on which there is either: �
(1) Any filiing or grading on slopes of more than 20%.
(2) Filling or grading of more than I,000 sq.ft.on slopes of 12%20%.
(3) Filling or grading of more than 2,000 sq.ft.on slopes less than 12%.
(4) A Grading Pertnit is requlred for any filling or grading in excess of 10,000 sq.ft
within 1,000'OHWM of navigable lakes,ponds,or flowages OR within 300'of OHWM of
navigabie rivers or streams.
Date activity will begin if permit is issued:�-'� � 3 date to be
completed: 7- y-a 3
Attach engineering design or complete the following using additional sheets:
1. Describe proposed erosion control installation,construction phases,and finished site grading.
Include timeline,methods,and materials. (Silt Fence alone is not ample erosion control for �c'
most sites) �'
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2 List tamporery seeE type antl rate,permanant seetl type end rete,fertilizer type and application rate
(if appliad),and mulch typa and appliwtion rete.
3. Attach a pbt plan of project area includinq location o�any watland(s)ana/or waterwey(e)(inCicate
area betwean gratling project entl waler boCy to be kft undisturbed),location of excaveted material,
lowtion of all storm watar antl erosion control Best Management Practices(BMP's),property lines,
ezisting drainage,post grading dreinage pettem,and north arrow.(Sllt Fenca alone la not emple
eroelon cont�ol}or mrnt eltea)
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4. Attach a cross sactional view o!prqeC aree inclutling the existing and proposed slope of the bank,
waler level ot any existing waterway,and honzontal anC vertical scale.
Initlal below
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_,�__,All BMP's antl erosion control davise6 will ba inspeQetl vreekly�j eRer reinfall ot Y,'or
greater wRhln 24hr periotl.
- In accortlence wi[h Ihe Sawyer County 2omng Ortlinance section 4.281(Adveree Elfacts On
Adjacent Proparties).I hereby tleclare that tha construction and/or grading pertnitted under
this permil will nol aHect or intBAere wilh neiqhhoring propartiee drainaqe patlems.Any change in
drainage pattems which are determinad to be tletrimental ro naighDoring properties will be
cortectetl et tha eapense of the property ownar referenced on[his permfl,
The un0ersgned certifies thet the lisled information and intentions aro true and correct,that ell work
shall be peAormed in wmplience with the requiroments ot Me Sawyer County Zoning Ordinence
and the laws anA regulations of ihe State at Wisconsia The untlersgned per6on(s)heraby pive
permission for access to tha proparty(or onafle inapection.
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Origlnal Signatu e of property owner(or ageM with Power of Attorney�.
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PertnitFee�. �Ci�.—
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Jon Range Erosion Control
Jon Range
4870 Maine Ave SE apt 301
Rochesrer MN 55904
February 3, 2023
Pat 6rown
Steps and phase for the erosion control throughout the build.
Phase 1 . Before work is preformed we will surrounding the west side of the property
all the way crossed with an enviro log and on the sides of the property we will run an
enviro log up passed the working area of the project on the property lines as shown
on my drawing. We will contain all of the fill and dir[used on the lot in these areas.
Phase 2. After the house is dug and the foundation is install the excavator will back fill
around the foundation and grade away from the house and smooth out the areas
making a clear path for wacer to run. At tha�[ime the ground will still be Froze and we
plan adding enviro logs to the bottom of the patio, the bottom of the house, and
towards the top of[he house crea[ing a 3 level system that would help block the
erosion in the smaller area. At the back of the house we will need to bring in fill but we
will keep tha[area low to help catch the r�m off that comes from the back of the bt. In
the lowered area in the back of the house I will install straw to help prevent the ground
from freezing making it easier for water to soak in.
Phase 3. As spring comes we will need to dieck the enviro logs and make the proper
adjustments as [he frost starts to come ou�of the ground. At this point the house will
be in the framing stage and we shouldn't have a lot of traffic around the edges of the
house. That way the enviro logs won't get disturbed. As the snow melts away we will
install erosion control blankets on the ground in the areas that we disturbed.
Phase 4. When we are ready for work to be done on the round the house we will move
the 3 levels of enviro logs out away from the house making enough room for work to
be done. At this stage we will check and adjust the logs to make the proper
adjustments knowing that we will start seeing rain in the forecast.
Phase 5 As we start to get closer to the ending of the project we will check on the logs
to make sure everything is still in place but we will start ro transition into the final
grade. I will have the excavator bring in fill and final grade to the drawing 1 submitted.
The Envrio logs will stay in place as we work towards established grass.
Side notes. As the project starts we will not have a pause. We plan on starting and
continuing until completion. The only down time will be the delay in-between
subcontractors availability.
1 am open to any add ons and adjustments to these phase. 'I'hank you
Jon Range
Phase 5Aswe startto getcloserto the ending ofthe projectwewill checkon the logs
to make sure everything is stiil in place but we will start to transition i�to the final
grade. I will have the excavatorbring in fill and final grade to the drawing I submitted.
TheEnvriologswillstayin placeasweworktowardsestablishedgrass.
Sidenotes. Astheprojectstartswewillnothaveapause. Weplanonstartingand
continuing until completion. The only down time will be the delay in-between
subcontractors availability.
I am open to any add ons and adjustments to these phase. Thank you
Jon Range
Notes by Pat Brown 2/07/2023
• Enviro logs should be anchored using wood stakes if going into
ground that isn't frozen at time of install.
• Sand bags or other similar weighted devise should be onsite and
implemented at an anchoring devise in addition to stakes.
• When grass seed is sown a mix of perennial and annual seed should
be used to provide for quick vegetation and germination.
• Erosion control practices shall be checked before a predicted
weather event that could cause overland flow.
• All sediment and storm water needs to be contained onsite and/or
internally drained onsite.
• After snowmelt and ground thaw ALL erosion/sediment control needs
to be checked and verified that they are still functional and have
intimate soil contact.
• Any failure of sediment or erosion control that may occur property
owner shall contact Sawyer County Zoning and Conservation
department for plan revision and or site stabilization assistance.
• Please also consult MnDOT"Winter construction practices for site
stabilization, erosion prevention and sediment control" handout as
attached.
PROGRESSIVE PLAN ,a,�, 8,�.
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CITY: STATE:
RESIDENTIAI, ARCHITECTURE CON7RICTOR:RANGE
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Page Content
• 1 Winterization planning
■ 1 . 1 Shutting down construction sites for winter
■ 1.2 Active construction during winter
■ 1 .3 Snow management and storage
■ 1 .4 Earthwork on frozen soils
• 2 Winter maintenance
• 3 Spring thaw conditions
• 4 References
• 5 Photo galleries
• 6 Links
• 7 Related pages
Winter construction practices for site stabilization,
erosion prevention and sediment control
Projects that will either extend more than one season or will still be t �j.._, j,�,..
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active during the winter months need to take special considerations � _ � t � � � v� �:;, �� � �,,,,._�;
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construction season.
Contents
■ 1 Winterization planning
■ 1.l Shutting down construction sites for winter
■ 1.2 Active consttuction during winter
� ■ 1.3 Snow management and storage
■ 1.4 Eartl7work on frozen soils
■ 2 Winter maintenance
■ 3 Sprin� thaw conditions
■ 4 References
■ 5 Photo galleries
■ 6 Links
■ 7 Related pages
Winterization planning
A winter construction plan should be developed to specifically address shutdown p1•ocedures or active construction
plans. Projects that plan to continue construction during the winter seasons should sequence construction events such
that areas having high potential far erosion and sedimentation be fully constructed and stabilized prior to the presence
of frozen conditions whenever possible.
Shutting down construction sites for winter
All winter shutdown activities should be performed before frozen conditions are present and must be completed�vithin
14 days (7 days in some cases depending on construction stor�nwater permit requirements) following the end of
constniction for the season. Winter shutdown activities should be completed priar to snowfall whenever possible.
■ Seed all proposed vegetated areas to ensure germination.
■ Stabilize all slopes no later than October 15th with either rock, permanent or temporary vegetation, mulch (http
s://stoi-mwater.pca.state.mn.us/index.php?title=Erosion_prevention�ractices_-_natural_and_synthetic_mulches)
secured with netting (slopes less than 15`%), or erosion control blankets (https://stormwater.pca.state.mn.us/inde
x.php?title=Erosion�revention�ractices_-_erosion control_blankets_and anchoring_devices) (slopes 15% or
greater). Vegetated slopes that have not germinated with at least 70% cover should be augmented with anothcr
method in these areas.
■ Stabilize all areas of bare soil (not including road, parking and staging areas) with a dormant seed mix and straw
mulch crimped into the soil.
■ Apply temporary seed (https://stormwater.pca.state.mn.us/index.php?title=Erosion�revention�ractices_-_tem
poraiy_seeding_and stabilization) and mulcl� stockpiles of soil materials with mulch at twice the normally
recommended rate, with a minimum thickness of 3 inches having 80% to 90`% cover.
■ Install all sediment ban•iers with adequate area to allow access for inspection and maintenance. Install vertical
markers every 100 feet to identify their locations dw-ing melt conditions.
■ All road, parking and staging areas that have not been fully constructed prior to winter shutdown should be
stabilized with a minimum of 3 inches of a sand and gravel mix with a gradation such that less than 12% of the
sand passes the number 200 sieve
Active construction during winter
Construction during the winter months presents many additional challenges that require modifications to traditional
construction practices in order to continue with work. Typically, a winter construction plan should be followed once the
ground begins to freeze. Frozen ground can cause equipment slippage during operation, make excavations diffictilt or
impossible with the available equipment, and material stockpiles can freeze, which hinders the abiliry to achieve
adequate compaction or uniformly distribute materials. Fertilizcr, liming materials, and soil additivcs should ncvcr be
applied to frozen ground. These activities can resume after spring snow melt is complete.
Winter construction plans typically include the following provisions:
■ Reset limits of construction for winter work and install BMPs necessary for winter construction prior to the
graund freezing and significant snowfall.
■ Ensure that 25-foot clear buffers (https://stormwater.pca.state.mn.us/index.php?title=Construction stonnwater b
est_management_practice_%E2%80%93 buffer_zones) and all perimeter controls (https://stormwater.pca.state.
mn.us/index.php?title=Sediment control_practices_-_Perimeter controls_for_disturbed areas) are maintained to
be free of obstructions and more than 2 inches of snow around for maintenance purposes.
■ Designate protected snow storage areas and access routes.
■ Widen, lengthen and stabilize access points to the site.
■ Stabilize areas where construction traffic is anticipated with stone (10-20 feet wide for vehicles).
As winter construction progresses, there will be additional needs for stabilization, which cannot be addressed witli
traditional methods.
■ Limit snow pack on construction roads to increase frost pEnetration in areas with frequent vehicle traffic.
■ When equipment cleaning is required, it should be performed with compressed air instead of water.
More specifically, MnDOT provides the following recommendations for best management practices during winter
construction activity. Good housekeeping practices should be considered thr•oughout the project to meet permit
requirements. Additional information can be found in Minnesota Department of Transporation's (MnDOT) Winter
Inspection Guidance (https://www.dot.state.mn.us/environlnent/crosion/pdf/winter-npdes-inspection-requirements.pd�
and in the following table.
MnDOT winter guidelines
Link to this table
Practice Winter guidelines (MnDOT)
Winter site preparation Practices include smoothing rough grading, frost tillage and harrowing.
Apply seed over snow so that it melts into the snow surface during winter months. Seed
Winter seeding/snow will melt to the soil surface for gecmination after snow melt. All permancnt and most
seeding temporary seed mixes can be snow seeded.Application on soft snow or during a sunny day
is ideal.
Doi7nant sodding sholild be conducted between November lst and soil freeze up. Winter
Dormant seeding sod cannot be placed within 10 fect fi•om the shoulder of a road or in areas that require salt
tolerant sod.
Mulching on bare frozen Perform on bare frozen soils when tcmperatures are above 20 degrees Fahrenheit. If
soils temperatures are below 20 degrees, delay mulching and perform snow mulching once
ground is covered in snow.
Mulching on snow Apply mulch over snow (any depth) at a rate of 1.5 to 1.75 tons per acre, or about an £�0-
90% cover. Sunlight will melt the straw into the snow to mclt onto bare soil in the spring.
Practice Winter guidelines (MnDOT)
Practice is not applicable to conveyance systems.
Winter erosion control lnstall practices over bare fi-ozen ground or snow (no deeper than 2 inches) using
blanket/turf reinforcement appropriate anehors. If necessa�y, remove snow before placing erosion control blanket.
mats/snow blanket Practices are useful for conveyance systems and other areas where mulching practices are
installation �1ot applicable. There are no li�nits to the application locations for snow blanketing except
in known wildlife habitat areas. In these areas, use natural netted blankets.
If proper winter exits are not present, it may be necessary to sweep after each vehicle exits
Winter exits and street the site. Daily maintenance of exit should occur to determine if adjustments are needed.
BMPs include creating an ice/snow road, installing mud mats, drivable base mats, slash
sweeping mulches or timber pads, and use of proper depth crushed aggregate over geotextile
separation fabric.
Remove snow cover to allow tlle soil and road to freeze solid to support every equipment
Ice/snow road hauling. Mud mats, drivable base mats, slash mulches or timber pads can be installed. BMP
can be used to create a pt-oper winter exit.
Must be installed prior to any land disturbance on site. Winter inlets should be cleared daily
Winter inlet protection of any ice or snow to ensut-e their full functionality. BMPs include removable inserts, filter
logs, sediment moats and rings, oil and heavy rnetal trap logs. Most inlet protection BMPs
should be removed once contributing erosion is properly stabilized.
Should either be a temporary BMP or a BMP that is heavy enough to remain in place
Winter perimeter control during melt conditions. Rebar and other sharp devices are not allowed. BMPs include filter
logs, geotextile wrapped straw bales, clean and washed filter rock, and riprap or rock
berms.
Snow management and storage
Prepare a snow management plan for the site to account for adequate storage of cleared snow through the winter and
control of ineltwater. Snow storage locations should be placed down slope of all disturbed areas, but not located within
stormwater treatment BMPs that are designed for infiltration or filtration or within natural wetlands. Snow mixed with
significant amounts of soil should be stored in separate locations that are designed to handle larger volumes of
sediment. Storing sediment-laden snow in stormwater treatment BMPs may increase the need for maintenance due to
high levels of sedimentation following melt See the management approaches section under cold climate impact on
runoff management(https://stormwater.pca.state.mn.us/index.php?title=Coid_climate_impact_on_runoff management
#Management_approaches) for additional recommendations.
Earthwork on frozen soils
Many earthwork operations can continue through the wintet-months on frozen soils with specific modifications.
Occasionally, it may be necessary to relocate fi-ozen or saturated soils to continue with construction.
■ Frozen topsoil stripping should only be complcted by equipment capablc of accurately stripping topsoil to the
appl-opriate depths. If topsoil cannot be separated fi•om subsoil without mixing, stripping operations should cease
until soil conditions improve. It may be nccessary to precede the gradcr or dozer with a ripper mounted machine
to achieve the appropriate depth penetration. Multiple stripping passes are preferred over a single pass to achieve
full depth for stripping operations in order to prevent subsoil mixing.
■ Minimize the amount of open trench to limit the amount of trench snow to be removed and to minimize freezing
of backfill materials.
■ Do not backfill trenches with fi-ozen materials. Frozen surface stockpile materials may need to be removed fi�om
stockpiles to access materials that are not frozen.
■ Do not spread frozen or saturated topsoil and do not fill excavations with frozen or saturated soils.
■ If topsoil cannot be properly spread, the finishcd subgrade work should be significantly roughened and stabilized
with mulch that is either spread directly on top of the soil and either disKed or crimped in, or spread on top of
snow and likewise crimped into the snow. Final restoration can then take place in the spring when soil conditions
allow.
■ During construction, if mid-winter melts occur over frozen soil, the saturated soil may be removed on access
drives and stored in snow starage locations. Additionally, during trenching and excavation operations, frozen soil
may be removed and stored here as well to access the unfrozen subgrade.
■ Shallow drainage paths with a minimum width of 2 feet should be placed within soil stockpile areas to direct
runoff to treatment BMPs for sediment control and prevent mixing with surrounding runoff.
Winter maintenance
Regardless of whether or not a constnxction site has been shut down for the winter, all installed BMPs must be
monitored and corrective actions taken as necessaiy. Gravel, sandbags, Erosion control blankets (https://stormwater.p
ca.state.mn.us/index.php?title=Erosion_prevention�t-actices_-_erosion_control_blankets_and_anchoring_devices),
and mulch should bc kept on site to address any immediatc repair needs. Repairs to BMPs should be made immediately
and any accumulated sediment should be remove upon each inspection.
The following guidance applies to inactive construction sites.
■ BMPs should be inspected periodically during the winter months to ensure their function. If inspections are
suspended during frozen ground condition, they must resume within 24 hours of runoff occurring on the site or
when construction resumes, whichever comes first (Construction Stormwater General Permit Section l l.10 (http
s://stormwater.pca.state.mn.us/index.php?title=MN_CSW_Permit_Section_11_Inspections_and Maintenance#1
1.10)).
■ Inspect BMPs within 24 hours of a rain event over '/Z inch in 24 hours or when runoff occurs as a result of
snowmelt conditions.
The following guidance applies to active construction sitcs.
■ BMPs should be inspected weekly o1-within 24 hours of a rain, heavy snow, high wind event, or melt. Minnesota
General Construction Stormwater Permit Section 1 1.2 (https://stormwater.pca.state.mn.us/index.php?title=MN_C
SW_Permit_Section_11_Inspections_and Maintenalice#1 1.2) requires that the entire construction site be
inspected once every seven days or within 24 l�ours after a rainfall event greatcr than %z inch in 24 hours.
■ BMPs within unstabilized areas should be inspected at the end of each day.
■ Ensure that all areas of disturbed soil are adequatcly protected al�cad of a forecasted melt event.
■ Snow should not be piled against silt fence.A 25-foot snow-free area should be maintained around all periTneter
controls and upgradient of any silt fence.
■ Keep all equipment travel areas as free of snow as possible to increase frost penetration.
■ Keep drainage structures open. Check for and remove snow and ice dams to ensure function during construction.
Spring thaw conditions
During spring thaw, it may be necessary to suspend constniction activities Lintil soils are no longer saturated. Keeping
vehicle travel areas free of snow at night and covered with snow during the day can help to maintain frost penetration
in the ground. It is extremely important tllat all BMPs are bcing actively monitored and promptly maintained during the
spring thaw period.
See cold climate impact on ntnoff management (https://stormwater.pca.state.mn.us/index.php/Cold climate_impact_on
_runoff management) for recommendations for controlling snowmelt runoff.
References
■ Alaska Department of Environmental Conservation, 2011. Alaska Storm Water Guide (http://dec.alaska.gov/wate
r/wastewater/stormwater/guidance). Alaska Department of Conservation, Division of Water,Anchorage,Alaska.
■ Caraco, D. and R. Claytor, 1997. Stormwater BMP Design Supplement for Cold Climates (https://www.in.gov/in
dot/files/BMP Design_Cold_Climates.pd�. Center for Watershed Protection, Ellicott City, Maryland.
■ New Hampshire Departn�ent of Environmental Services, 2008. New Hampshire Stormwater Manual, Volwne 3:
Erosion and Sediment Controls Durii�g Construction (https://www.des.nh.gov/organization/commissioner/pip/pu
blications/wd/documents/wd-08-20c.pdfl. Section 4.3 Winter Weather Stabilization & Construction Practices.
New Hampshire Department of Environmental Services, Concord, New Hampshire.
■ Minnesota Pollution Control Agency, 20l 8. Authorization to Discharge Stormwater Associated with Construction
Activity Under the National Pollution Discharge EliTnination System (NPDES)/State Disposal System (SDS)
Program MNR100001 (https://www.pca.state.mn.us/sites/default/files/wq-strm2-80a.pdfl. Minnesota Pollution
Control Agency, Saint Paul, Minnesota.
■ Stenlund, Dwayne, 2015. Winter Stabilization Practices Guidance Document: Conversion from summer to winter
&winter construction, Version 2 (ftp://ftp2.dot.state.mn.us/pub/outbound/erosion/Bridge2017/WinterBMPGuida
nceV2.pd�. Minnesota Department of Transportation, Office of Environmental Stewardship, Saint Paul,
Minnesota.
■ Vermont Department of Environmental Conseivation, n.d. Winter Construction and the Vermont Construction
General Permit: A Planner's Guide (https:Udec.vermont.gov/sites/dec/files/wsm/wetlands/docs/wl VTWinterCon
structionGuide.pd�. Vermont Department of Environmental Conselvation, Water Quality Division, Waterbury,
Vermont.
■ Vermont Department of Environmental Conseivatio», 2006. The Low Risk Site Handbook for Et•osion
Prevention and Sediment Control (https://dec.vermont.gov/sites/dec/tiles/wsm/stormwater/docs/StormwaterConst
ructionDischargePermits/sw_low risk_site_handbook.pdfj. Vermont Department of Environmental
Conservation, Waterbury, Vermont.
Photo galleries
■ Stabilization practices (http://stormwater.pca.state.mn.us/index.php/Construction_stormwater�hoto_gallery_-_S
tabilization)
■ Perimeter control
■ Vehicle tracking BMPs
■ Outlet energy dissipation �
■ Check dams (ditch checks, ditch dikes)
■ Storm drain inlet protection
Links
■ Main construction stormwater page (http://stormwater.pca.state.mn.us/index.php/Construction_stormwater_�rogr
am)
■ Sediment control practices
■ General principles for erosion prevention and sediment control at construction sites in Minnesota
■ Construction stormwater best management practice—perimeter control fact sheet
■ Linear permanent stormwater management design flow chart (https://www.pca.state.mn.us/sites/default/files/wq-
strm2-68p.pd�
■ Construction stormwater best management practice—Constructing intiltration systems
■ Construction stormwater best management practice—Concrete,paint, stucco and other washout guidance
■ EPA Concrete Washout Stormwater Best Management Practice (https://www3.epa.gov/npdes/pubs/concrete�wash
out.pd�
■ Construction stormwater best management practice —buffer zones
■ Construction stormwater best managen�ent practice— Site stabilization
■ Construction stormwater—Top 5 permit violations
Related pages
■ Erosion prevention practices - Links to a page that provides a portal to information on individual erosion
prevention practices. Contains NEW! information.
■ Sediment control practices - Links to a page that provides a portal to information on individual sediment control
practices. Contains NEW! information.
■ Construction stormwater treatment- Contains NEW! information.
■ Construction practices to minimize sediment discharge - Contains NEW! information.
■ Winter construction practiccs for site stabilization, erosion prevention and sediment control - Contains NEW!
information.
■ General principles for erosion prevention and sediment control at construction sites in Minnesota
■ NEW! - l0 Steps to Stormwater Pollution Prevention on Small Residential Construction Sites:An interactive
image illustrating stormwatcr practices at small construction sites.
■ Links for construction stormwater
■ Construction stormwater inspection checklist
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This page was last edited on 22 November 2022, at 22:26.
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