HomeMy WebLinkAbout026-1173-44-000 (2)
ST. C R OIaX Community Development
Government Center
C'~1=14;_1 1101 Carmichael Road Hudson WI 54016
Telephone: 715-386-4680 Fax: 715-386-4686
www.sccwi.gov
6/26/2018
Bart Luedtke
1253 140th Street
New Richmond, WI 54017
RE: Conditional Approval: File# LUP-2018-020
Project Location: 1090 14511 Ave
Waldroff Meadows - Lot 44; Alt. ID: 20.30.18.1398; Jown of Richmond
Dear Bart Luedtke,
Community Development staff have reviewed the Land Use Permit application for construction of
a new single-family residence and land disturbance within the Shoreland Overlay District, Chapter
17.30. The request has been conditionally approved based on the application submission and
the following findings. Please see the enclosed site plan to reference the general erosion control
and grading notes.
• The maximum height of the structure is less than 35' measured according to Chapter 17.09 254.,
Structure Height Measurement.
• Erosion and Sediment Control plans have been submitted that meet Wisconsin Department of
Natural Resources Technical Standards. Best Management Practices will be incorporated.
• Vegetation will not be removed/disturbed within 35-feet of the Ordinary High Water Mark
(OHWM).
• Impervious Surface (IS) was calculated and resulted in less than 15% on the lot; therefore
mitigation is not required.
• The Private Onsite Wastewater Treatment System installation is approved under State Sanitary
Permit #605016.
Based on these findings, approval of the Land Use Permit is subject to the following conditions:
1. A vehicular tracking pad shall be installed per Wis. DNR Standard 1057 prior to and land.
disturbance activity; enclosed is a copy of this DNR Standard.
2. Afare-construction inspection is required to discuss the construction timeline and verify the
silt fence has been installed per plan prior to any land disturbance activity. Please call me at
(715) 386-4683 to schedule this inspection.
a. The required shoreland setback (75' form OHWM) shall be flagged to the closest
point of proposed structure, this includes decks, cantilevers or roof overhangs.
3. St. Croix County reserves the right to require additional sediment and erosion control measures
to be installed if found necessary due to site-specific concerns.
4. Permanent vegetation shall be established once final grade is reached or as soon as applicable.
Sarah Borrell
Sarah.Borrell@sccwi.gov
(715) 386 - 4683
5. A temporary cover crop such as oats, winter wheat or rye, OR, mulching may be necessary if the
site is not stabilized by September 15, 2018; please reference Wisconsin DNR Standard 1058 and
1059.
6. All temporary erosion control measures shall be left in place and maintained until the site has
reached a point of at least 70% permanent vegetation.
7. A post-construction inspection is required prior to removing the temporary sediment and
erosion control measures. Please call the inspector at (715) 386-4683 to schedule this inspection.
8. It is the applicant's responsibility to secure any other required local, state or federal permit(s)
and approval(s) prior to land disturbance activity.
9. Failure to comply with the terms or conditions above may result in the revocation of this permit
by the Zoning Administrator according to Chapter 17.30 (13).
This approval is subject to the conditions listed above; it does not allow for any additional
construction, structures, or buildings beyond the limits of this request. Your information will
remain on file at the St. Croix County Community Development Department suite. It is your
responsibility to ensure compliance with any other local, state, or federal permitting or
regulations, including contacting the Town of Richmond and the Department of Natural Resources
to inquire if additional permissions are required.
This permit is valid for one year, with the possibility of up to two (2) six-month extensions if the
applicant submits the appropriate permit extension fee and documentation to the Zoning
Administrator. A copy of the Land Use Permit placard should be submitted to the local Building
Inspector for the town upon application for the building permit. The orange placard must be
posted on the job-site and visible from public view.
Please feel free to contact me with any questions or concerns; I: am typically available Monday-
Friday from 8:00 a.m. - 5:00 p.m.
Respectfully,
54 k
Sarah Borrell
Land Use & Conservation Specialist
cc: File
cc: dpreece fiormertiet,net, lower of Richmond
Richard.ltjgjt sccwi.gov, Land Use Technician
enclosure: Site Plan and Erosion Control Notes
Wis. DNR Standard 1057
Sarah Borrell
Sarah.Borrell@sccwi.gov
(715) 386 - 4683
Stone Tracking Pad and Tire Washing
(1057)
Wisconsin Department of Natural Resources
Conservation Practice Standard
1. Definition
3. The aggregate shall be placed in a layer
A stabilized pad of stone aggregate or tire at least 12 inches thick. On sites with a
washing station located at any point where traffic high water table, or where saturated
will egress a construction site. conditions are expected during the life
of the practice, stone tracking pads shall
II. Purpose be underlain with a WisDOT Type R
geotextile fabric to prevent migration of
The purpose of this standard is to reduce off-site underlying soil into the stone.
sedimentation by eliminating the tracking of
sediment from construction sites. 4. The tracking pad shall be the full width
of the egress point. The tracking pad
III. Conditions Where Practice Applies shall be at a minimum 50 feet long.
Either a stone tracking pad or tire washing 5. Surface water must be prevented from
station shall be used at all points of construction passing through the tracking pad.
egress. This standard applies where construction Flows shall be diverted away from
traffic is likely to transport sediment off site. tracking pads or conveyed under and
around them by using a variety of
IV. Federal, State, and Local Laws practices, such as culverts, water bars`,
or other similar practices.
Users of this standard shall be aware of
applicable federal, state, and local laws, rules, B. Tire washing: If conditions on the site are
regulations, or permit requirements governing such that the sediment is not removed from
the use and placement of this practice. This vehicle tires by the tracking pad, then tires
standard does not contain the text of federal, shall be washed utilizing pressurized water
state, or local laws. before entering a public road.
V. Criteria
1. The washing station shall be located on-
This section establishes the minimum standards site in an area that is stabilized and
for design, installation and performance drains into suitable sediment trapping or
requirements. settling device.
A. Tracking Pad: 2. The wash rack shall consist of a heavy
grating over a lowered area. The rack
1. The tracking pad shall be installed prior shall be strong enough to support the
to any traffic leaving the site vehicles that will cross it.
2. The aggregate for tracking pads shall be C. Rocks lodged between the tires of dual
3 to 6 inch clear or washed stone. All wheel vehicles shall be removed prior to
material to be retained on a 3-inch leaving the construction site.
sieve.
Conservation Practice Standards are reviewed periodically and updated if needed. To obtain the current version of WDNR, WI
this standard, contact your local WDNR office or the Standards Oversight Council office in Madison, WI at (608) 833-1833. 08/03
1 Words in the standard that are shown in italics are described in IX. Definitions. The words are italicized the first time they are used in the text.
VI. Considerations B. The tracking pad performance shall be
maintained by scraping or top-dressing with
A. Vehicles traveling across the tracking pad additional aggregate.
should maintain a slow constant speed.
C. A minimum 12-inch thick pad shall be
B. The best approach to preventing off-site maintained.
tracking is to restrict vehicles to stabilized
areas. IX. Definitions
C. It is always preferable to prevent sediment Water bar (V.A.5): A shallow trench or
from being deposited upon the road than diversion dam that diverts surface water runoff
cleaning the road later. Sediment on a road into a dispersion area.
can create a safety hazard as well as a
pollution problem.
D. Any sediment tracked onto a public or
private road should be removed by street
cleaning, not flushing, before the end of
each working day.
VII. Plans and Specifications
A. Plans and specifications for installing
tracking pads shall be in keeping with this
standard and shall describe the requirements
for applying the practice to achieve its
intended purpose. The plans and
specifications shall address the following:
1. Location of all points of egress with
tracking pad locations shown
2. Material specifications conforming to
standard
3. Schedule for installation and removal
4. Standard drawings and installation
details
5. Stabilization after removal
B. All plans, standard detail drawings, or
specifications shall include schedule for
installation, inspection, and maintenance.
The responsible party shall be identified.
VIII. Operation and Maintenance
A. Tracking pads and tire washing stations
shall, at a minimum, be inspected weekly
and within 24 hours after every precipitation
event that produces 0.5 inches of rain or
more during a 24-hour period.
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WDNR
08/03
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ST. CRO NTH' ~ND USE PERMIT File#:
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AP LICATION s " :+I Revised Moy2016
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community Deveioigf SLANT INFORMATION
Property Owner: ul"~ I~v<'dfiK `J~!Vo'Contractor/Agent: 01°
Mailing Address: Mailing Address: I k6
Daytime Phone:1 t) 5 3`-~~1 Daytime Phone:_)
Cell: ( ) Cell: (61 ct Ci
E-mail: i'~ tC~ c~(Y1Glc L. ~[-G~1'~ E-mail: Cy V1 S q f ti d.__ ,
Site Address: 9& 1L1`~ Rai I LAIN vy)
Property Location: ^ r-1/4, 1/4, Sec. t T. ~ N., R. I eW., Town of I G~(1 M~'i'
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Computer C - e`° - ► .3 _ _L ' v Parcel 016 60 C~
LAND USE INFORMATION
Zoning District (Check one): D AG. D AG. II URAL RES:,.~;~ Ttft-0 COMMERCIAL D INDUSTRIAL
Overlay District (Check all that apply)~9SHORELAND D RIVERWAY O FLOODPLAIN D ADULT ENTERTAINMENT
Type of Land Use Permit Request (Check one): Please refer to the current fee schedule on our website.
O Lower St. Croix Riverway District D Wireless Communication Tower (Co-location)
)W Shoreland D Temporary Occupancy
D Signage D Nonmetallic Mining Operation
df3tair~ D Animal Waste Storage Facility
D Grading & Filling, 12-24.9% Slopes D Livestock Facility
D Other:
D Permit processed in conjunction with a Land Division, Special Exception or Variance
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State the nature of your request: -4 U r l
CILjP r►'1 ✓1~ ~11~1 f Thq rN Q &It, ~ Zoning Ordinance Reference
SIGNATURE
I attest that the inform on contained in this application is true and correct to the best of my knowledge.
Property Owner Signature: Date
Contractor/Agent Signature: Date
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Complete Application Accepted: By: N Ilk
Fee Received: / j 4 /~)01~g $ S o, co Li
715-386-4680 St. Croix County Government Center / 715-381-4400 Fax
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4ta dard Erosion Control No,
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St, CN-\ 0e\0 fmo 1- & 2-FaMil Welling Construction sites
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Com `ty Ing to Chapters Comm 20 & 21 of the Wisconsin Uniform Dwelling Code, soil erosion
control information needs to be included on the plot plan which is submitted and approved prior
to the issuance of building permits for 1- & 2-family dwelling units in those jurisdictions whi,
the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standa c
Erosion Control Plan is provided to assist in meeting this requirement.
rzstruct@ons:
1. Complete this plan by filling in requested information, completing the site diagram and marking
appropriate boxes on the inside of this form.
2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and
after grading. Water runoff patterns can change significantly as a site is reshaped.
3. Submit this plan at the time of building permit application.
Pleas indicate north
PROJECT LOCATION
BUILDER A ~--red - ~ OWNER &Wt ~--U (c t <e by completing the arrow.
WORKSHEET COMPLETED BY Ear DATE
a DIAGRAM Scale: inch - feet
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1 1 j I l 1 1( I i t ~ i i i { I
i I I I I 1 i i i I f f I EROSION
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I I I I l i l it i I ! i l CONTROL PLA
I i t i i t ~ I I L~CEIht'D
( i;( I PROPERTY
I l i it i ( ; I I i I I LINE
EXISTING
( i ~I ( G l r I I r{; I( DRAINAGE
i I TEMPORARY
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I ! i ! { i i ' ( FINISHED
i{ DRAINAGE
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>I l 1 I I ( , i _ _ LIMITS OF
j GRADING
i I) i ( SILT
} t I FENCE
I STRAW
I I i BALES
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VEGETATION
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SPECIFICATION
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( i l l l i I I I I i I I I I TREE
( I' i I i{ I( l i i! { FOPRESERVATION
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W EROSION CONTROL PLAN CHECKLIST
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h Check (J) appropriate boxes below, and comb
J with necessary informatio
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o z Site Characteristics
North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways.
❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells.
Location of storm sewer inlets.
Location of existing and proposed buildings and paved areas.
The disturbed area on the lot.
Approximate gradient and direction of slopes before grading operations.
Approximate gradient and direction of slopes after grading operations.
❑ Overland runoff (sheet flow) coming onto the site from adjacent areas.
Erosion Control Practices
ML ❑ Location of temporary soil storage piles.
Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide
vegetative strip, or should be covered with a tarp or more than 25 feet from
any downslope road or drainageway.
{ Location of access drive(s).
Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide
and 6 inches thick. Drives should extend from the roadway 50 feet or to the
house foundation (whichever is less).
❑ Location of sediment controls (filter fabric fence, straw bale fence or 10-foot-wide
vegetative strip) that will prevent eroded soil from leaving the site.
[ ❑ Location of sediment barriers around on-site storm sewer inlets.
❑ 71 Location of diversions.
Note: Although not specifically required by code, it is recommended that concen-
trated flow (drainageways) be diverted (re-directed) around disturbed areas.
Overland runoff (sheet flow)from adjacent areas greater than 10,000 sq. ft.
should also be diverted around disturbed areas.
❑ Location of practices that will be applied to control erosion on steep slopes (greater than
12% grade).
Note: Such practices include maintaining existing vegetation, placement of additional
sediment fences, diversions, and re-vegetation by sodding or seeding with use
of erosion control mats.
❑ Location of practices that will control erosion on areas of concentrated runoff flow.
Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected
from erosion through use of such practices as in-channel fabric or straw bale
barriers, erosion control mats, staked sod, and rock rip-rap. When used, a
given in-channel barrier should not receive drainage from more than two acres
of unpaved area, or one acre of paved area. In-channel practices should not be
installed in perennial streams (streams with year round flow).
❑ Location of other planned practices not already noted.
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a Indicate management strategy by checking (J) the appropriate box.
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® o Management Strategies
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❑ Temporary stabilization of disturbed areas.
Note: It is recommended that disturbed areas and soil piles left inactive for extended
periods of time be stabilized by seeding (between April 1 and September 15), or
by other cover, such as tarping or mulching.
Permanent stabilization of site by re-vegetation or other means as soon as possible
(lawn establishment).
• Indicate re-vegetation method: Seed ❑ Sod ❑ Other
• Expected date of permanent re-vegetation: 5 P ? I ,
• Re-vegetation responsibility of: 7Builder ❑ Owner/Buyer
• Is temporary seeding or mulching planned if site is not seeded by
Sept. 15 or sodded by Nov. 15? RYes ❑ No
( ❑ Use of downspout and/or sump pump outlet extensions.
Note: It is recommended that flow from downspouts and sump pump outlets be routed
through plastic drainage pipe to stable areas such as established sod or pavement.
❑ Trapping sediment during de-watering operations.
Note: Sediment-laden discharge water from pumping operations should be ponded
behind a sediment barrier until most of the sediment settles out.
® Proper disposal of building material waste so that pollutants and debris are not carried
off-site by wind or water.
Maintenance of erosion control practices.
• Sediment will be removed from behind sediment fences and barriers
before it reaches a depth that is equal to half the height o f the barrier.
• Breaks and gaps in sediment fences and barriers will be repaired imme-
diately. Decomposing straw bales will be replaced (typical bale life is
three months).
• All sediment that moves off-site due to construction activity will be
cleaned up before the end of the same workday.
• All sediment that moves off-site due to storm events will be cleaned up
before the end of the next workday.
• Access drives will be maintained throughout construction.
• All installed erosion control practices will be maintained until the
disturbed areas they protect are stabilized.