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ITEMS ON THE SUBMITTAL CHECKLIST MUST BE SUBMITTED ALL AT ONCE; PERMIT REVIEW WILL NOT BEGIN UNTIL ALL DOCUMENTS ARE RECEIVED.
ANY WORK STARTED WITHOUT A PERMIT WILL RESULT IN A FINE DOUBLE THE ORIGINAL PERMIT AMOUNT Ord. 14.05 (1)
VILLAGE OF DEFOREST ONE OR TWO-FAMILY HOMES
BUILDING PERMIT POLICY
Please read and complete the entire building permit packet in a clear and legible manner. Supply CURRENT contact information AND Dept. of Commerce Contractor
Numbers (license & certificate #’s) for all contractors.
ALLOW UP TO 10 BUSINESS DAYS FOR APPROVAL OF PLANS.
PLAN SUBMITTAL
SITE PLAN - TWO SETS OF PLANS (Legible and drawn to scale) to include ALL of the following: 1. Location of the dwelling and other buildings, wells, surface waters and dispersal systems on the site with
respect to property lines and surface waters adjacent to the site. 2. Areas of land-disturbing construction activity and the location of all erosion and sediment control measures to
be employed in order to comply with SPS 321.125. 3. The pre-construction ground surface slope and direction of runoff flow within the proposed areas of land
disturbance.
FLOOR PLAN – Must be provided for each floor and must show ALL of the following: 1. The size and location of all rooms, doors, windows, structural features, exit passageways and stairs. 2. The use of each room. 3. The location of plumbing fixtures, chimneys, heating and cooling appliances and a heating distribution layout. 4. The location and construction details of the braced wall lines.
ELEVATIONS – Must show all of the following: 1. The exterior appearance of the building, including the type of exterior materials. 2. The location, size and configuration of doors, windows, roof, chimney, exterior grade, footings and
foundation walls.
STORM WATER MANAGEMENT PLAN – Must be prepared for a site where one acre or more of land will be disturbed. 1. Must delineate and describe the post-construction storm water management practices to be employed to
comply with SPS 321.126.
SUBMITTAL CHECKLIST
Village of DeForest Building Permit Application Wisconsin Uniform Building Permit Application Erosion Control Plan showing: 1. Locations and type of Erosion Control measures
2. Location of tracking pad for driveway access 3. Location(s) of temporary soil storage piles.
Energy Calculations Architectural Approval (if applicable) Site Plans (2) Floor Plans Elevations Wall Bracing Drawings Stormwater Management Plan (if applicable)
01/21/2020
BUILDING PERMIT APPLICATIONVILLAGE OF DEFOREST
120 S STEVENSON STREET, DEFOREST, WI 53532608-846-6751
PERMIT REQUESTED:
General Contractor Lic/Cert # (Required) Tel:
Electrical Contractor Lic/Cert # (Required) Tel:
Plumbing Contractor Lic/Cert # (Required) Tel:
HVAC Contractor Lic/Cert # (Required) Tel:
AREA INVOLVED:_______Sq. Ft. _______Sq. Ft. _______ Sq. Ft. _______ Sq. Ft.
OCCUPANCY: _______________________________
ELECTRICAL: Entrance Panel Amps: ____________
Owner/Applicant Signature Date
Required for all permits
ESTIMATED PROJECT COST: $______________
I agree to comply with all codes, statutes and ordinances and with the conditions of this permit; understand that the issuance of the permit creates no legal liability, express or implied, on the state or municipality: and certify that all the above information is accurate. If I am an owner applying for an erosion control or construction permit, I have read and initialed the cautionary statement regarding contractor financial responsibility. I grant the building inspector, or the inspector's authorized agent, permission to enter the premises for which this permit is sought at all reasonable hours and for any proper purpose to inspect work which is being done. Owner/Contractor is responsible for calling for inspection(s), as needed. (608) 697-7771
SETBACKS: (Distance from lot lines - attach sketch/plan with property layout and dimensions)
Front _________ Ft. Rear _________ Ft. Left _________ Ft. Right ________ Ft.
NEW CONSTRUCTION ONLY SUBDIVISION LOT #
Mailing Address Email Address:
PERMIT #
Owner Name: Mailing Address: Tel:
Owner Email:Project Address:
PARCEL #
**CONTRACTORS: PLEASE SUBMIT A DIGITAL COPY OF APPROVED HOUSE/COMMERCIAL PLANS TO [email protected]**
Mailing Address Email Address:
Mailing Address Email Address:
Total Sq. Ft. of Project:
Sq. Ft.
Mailing Address Email Address:
Construction HVAC Electric Plumbing Erosion Control Other:
Addition Garage Deck Fence PoolShed
Basement Deck Living Area Garage
Single Family Two Family Commercial Other
Underground Overhead
PROJECT
Other (Please describe)**ANY EXTERNAL CHANGES TO THE PROPERTY (EXCL. SIDING, WINDOWS AND DOORS) REQUIRES A LEGIBLE MAP/DRAWING OF THE PROPERTY SHOWING LOCATION OF PRINCIPAL STRUCTURE AND ANY EXISTING ACCESSORY STRUCTURE(S), SETBACKS FROM PROPERTY LINES, AND PROPOSED LOCATION OF PROJECT.**
New Driveway
Construction/Inspection
Early Start
State Seal
Construction Water
Erosion
Sewer Connection Fee
Road Impact Fee
NOTES:
Zoning Signature Date
Property Zoned: ____________________
Permit Expires: ____________________
Building Inspector Signature Date
Telephone:
Certificate #:
INSPECTIONS REQUIRED
101.65(1R) of the Wisconsin Statutes requires municipalities that enforce Uniform Dwelling Code to provide an owner who applies for a building permit with a statement advising the owner that;
If the owner hires a contractor to perform work under the building permit and the contractor is not bonded or insured as required under s. 101.654 (2) (a), the following consequences might occur:
(a) The owner may be held liable for any bodily inquiry to or death of others or for any damage to the property of others thatarises out of the work performed under the building permit or that is caused by negligence of the contractor that occurs inconnection with the work performed under the building permit.
(b) The owner may not be able to collect from the contactor damages for any loss sustained by the owner because of aviolation by the contractor of the one- and two- familty dwelling code or an ordinance enacted under sub. (1) (a), because ofany bodliy injury to or death of others or damage to the property of others that arises out of the work performed under thebuilding permit or because of any bodily injury to or death of others or damage to the property of others that is caused by anynegligence by the contractor that occurs in connection with the work performed under the building permit.
Owner's Initials
CAUTIONARY STATEMENT TO OWNERS OBTAINING BUILDING PERMITS
TOTAL FEES:
ZONING APPROVAL CONDITIONS
PERMIT ISSUED BY
Name:
Date:
$
Public Fire Protection Fee
Plan Review Fee
Stormwater Connection
Other
OFFICE USE ONLY
Public Safety/Fire Impact Fee
Water Impact Fee
Footings Electrical
Foundation Plumbing
Construction HVACErosion Control Final
Total Project S.F.: ___________________
ACC Approval attached dated: ____________________________(Mark N/A if no ACC Approval is required)
EROSION CONTROL NEW CONSTRUCTION
Non-compliance will result in a Stop Work Order or a citation
According 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 where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standard Erosion Control Checklist is provided to assist in meeting this requirement.
Erosion Control Measures must be in place within 24 hours of land disturbance.
Each builder is required to submit an Erosion Control Permit Application (Simplified) prior to any land disturbance.
Submittal Checklist:
____ Erosion Control Permit Application
____ Erosion Control Plan (see attached for example)
____ Sufficient detail so as to document compliance with s. SPS 360.20
____ Show areas of land disturbance and location of all control practices to be employed
____ Show the pre-construction ground surface contour lines at intervals appropriate for present conditions within the disturbed area
____ Identify the initial downstream receiving water of the state from the building site
**Erosion Control measures must be maintained at the construction site for the duration of the land disturbing construction activities.**
CONTROLS REQUIRED • Silt fences, straw bales, or other approved perimeter measures along downslope sides and side slopes. • Access drive. • Straw bales, filter fabric fences or other barriers to protect on-site sewer inlets. • Additional controls if needed for steep slopes or other special conditions. FOR MORE INFORMATION, CONTACT: • Village Building Inspector – 608-846-6751 • Department of Commerce, Safety and Buildings Division, P.O. Box 7970, Madison, Wis. 53707-7970, (608) 267-5113.
VILLAGE OF DEFORESTEROSION CONTROL PERMIT APPLICATION
ONE-TWO FAMILY DWELLING UNITS
PERMIT # ___________
OWNER INFORMATION
NAME
ADDRESS
PHONE
CONTRACTOR INFORMATION
COMPANY
CONTACT
PERSON
ADDRESS
PHONE
CONSTRUCTION SITE INFORMATION
SITE NAME
SITE ADDRESS
MAILING ADDRESS
IF THE SITE DOES NOT HAVE A STREET ADDRESS, PLEASE COMPLETE THE FOLLOWING:
QUARTER QUARTER QUARTER SECTION TOWNSHIP
N RANGE
TOTAL AREA OF SITE (ACRES) TOTAL ESTIMATED DISTURBED AREA (ACRES)
SITE IMPERVIOUS AREA (INCL. ROOFTOPS) BEFORE CONST. AFTER CONST.
PROJECT START DATE PROJECT END DATE
VILLAGE OF DEFORESTEROSION CONTROL PERMIT APPLICATION
ONE-TWO FAMILY DWELLING UNITS
PERMIT # ___________
Owner Operator Printed Name Title
Signature Date
I certify that this document and attachments were prepared under my direction or supervision in accordance
with a system designed to assure that qualified personell properly gather and evaluate the information
submitted. Based on my inquiry of the person, or persons, directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate and complete. In addition,
I certify that the provisions of the permit, including development and implementation of the Construction Site
Erosion Control, will be complied with. I acknowledge that the full copy of the Village Municipal Code Chapter
24 is available at www.vi.deforest.wi.us for my review. I hereby give permission to the Village local approval
authority and all designated representatives to enter the property as specified in Section 24.11(5). I am aware
of the enforcement provisions in Section 24.11, and where notice of noncompliance has been given and is not
corrected within the time periods specified in 24.11(8), I authorize the Village to take corrective action, as
described in 24.11(8)(d) and consent to assessments against my property by the Village, if necessary, for the
total costs and expenses of this action.
Erosion Control forHome Builders
EBy controlling erosion,home builders helpkeep our lakes andstreams clean.
roding construction sites are a leading cause of water quality problems in Wisconsin. For every acre under construction, about a dump truck and
a half of soil washes into a nearby lake or stream unless the builder useserosion controls. Problems caused by this sediment include:
TaxesCleaning up sediment in streets, sewers and ditches adds extra coststo local government budgets.
Lower property valuesNeighboring property values are damaged when a lake or stream fillswith sediment. Shallow areas encourage weed growth and createboating hazards.
Poor fishingMuddy water drives away fish like northern pike that rely on sight tofeed. As it settles, sediment smothers gravel beds where fish likesmallmouth bass find food and lay their eggs. Soil particles in suspensioncan act like a sand blaster during a storm and damage fish gills.
Nuisance growth of weeds and algaeSediment carries fertilizers that fuel algae and weed growth.
DredgingThe expense of dredging sediment from lakes, harbors and navigationchannels is paid for by taxpayers.
• Preserving existingtrees and grass wherepossible to prevent erosion;
• Revegetating the siteas soon as possible;
• Silt fence or strawbales to trap sedimenton the downslopesides of the lot;
• Placing soil piles awayfrom any roads orwaterways;
• Diversions on upslopeside and aroundstockpilkes;
• Stone/rock access driveused by all vehicles tolimit tracking of mudonto streets;
GWQ001 Erosion Control for Home Builders. Additional copies are available from Cooperative Extension Publications, 45 N. Charter St., Madison, WI 53715, 608/262-3346 (toll-free 877-947-7827) or Dept. of Commerce, P.O. Box 2509, Madison, WI 53701-2509, 608/267-4405.
This fact sheet includesthe diagrams and step-by-step instructions neededby builders on most homesites. Additional controlsmay be needed for sitesthat have steep slopes,are adjacent to lakes andstreams, receive a lot ofrunoff from adjacent land,or are larger than an acre.
If you need help develop-ing an erosion controlplan or training your staff,contact your local buildinginspection, zoning or erosion control office.
Controlling Erosion is Easy
• Cleanup of sedimentcarried off-site byvehicles or storms;and
• Downspout extendersto prevent erosionfrom roof runoff.
Erosion control is important even for home sites of an acre or less. The materials needed areeasy to find and relatively inexpensive – straw bales or silt fence, stakes, gravel, plastic tubes,and grass seed. Putting these materials to use is a straightforward process. Only a fewcontrols are needed on most sites:
2
Straw Bale or Silt Fence• Install within 24 hours of land
disturbance.
• Install on downslope sides of siteparallel to contour of the land.
• Extended ends upslope enough toallow water to pond behind fence.
• Bury eight inches of fabric in trench(see back page).
• Stake (two stakes per bale).
• Leave no gaps. Stuff straw betweenbales, overlap sections of silt fence, ortwist ends of silt fence together.
• Inspect and repair once a week andafter every 1⁄2-inch rain. Removesediment if deposits reach half thefence height. Replace bales afterthree months.
• Maintain until a lawn is established.
Soil Piles• Cover with plastic and locate away
from any downslope street, driveway,stream, lake, wetland, ditch ordrainageway.
• Temporary seed such as annual rye orwinter wheat is recommended fortopsoil piles.
Access Drive• Install an access drive using two-to-
three-inch aggregate prior to placingthe first floor decking on foundation.
• Lay stone six inches deep and at leastseven feet wide from the foundationto the street (or 50 feet if less).
• Use to prevent tracking mud onto theroad by all vehicles.
• Maintain throughout construction.
• In clay soils, use of geotextile underthe stone is recommended.
Sediment Cleanup• By the end of each work day, sweep
or scrape up soil tracked onto theroad.
• By the end of the next work day aftera storm, clean up soil washed off-site.
Sewer Inlet Protection• Protect on-site storm sewer inlets
with straw bales, silt fences orequivalent measures.
• Inspect, repair and remove sedimentdeposits after every storm.
Downspout Extenders
• Not required, but highlyrecommended.
• Install as soon as gutters anddownspouts are completed toprevent erosion from roof runoff.
• Use plastic drainage pipe to routewater to a grassed or paved area.Once a lawn is established, directrunoff to the lawn or other perviousareas.
• Maintain until a lawn is established.
Preserving Existing Vegetation• Wherever possible, preserve existing
trees, shrubs, and other vegetation.
• To prevent root damage, do notgrade, place soil piles, or parkvehicles near trees marked forpreservation.
• Place plastic mesh or snow fencebarriers around trees to protect theroot area below their branches.
Revegetation
• Seed, sod or mulch bare soil as soonas possible. Vegetation is the mosteffective way to control erosion.
Seeding and Mulching• Spread four to six inches of topsoil.
• Fertilize and lime if needed accordingto soil test (or apply 10 lb./1000 sq.ft. of 10-10-10 fertilizer).
• Seed with an appropriate mix for thesite (see table).
• Rake lightly to cover seed with 1⁄4" ofsoil. Roll lightly.
• Mulch with straw (70-90 lb. or onebale per 1000 sq. ft.).
• Anchor mulch by punching into thesoil, watering, or by using netting orother measures on steep slopes.
• Water gently every day or two tokeep soil moist. Less watering isneeded once grass is two inches tall.
WARNING! Extrameasures may beneeded if your site:
• is within 300 feetof a stream orwetland;
• is within 1000 feetof a lake;
• is steep (slopes of12% or more);
• receives runofffrom 10,000 sq. ft.or more ofadjacent land;
• has more than anacre of disturbedground.
For information on appro-priate measures for thesesites, contact your localbuilding inspection, zoningor erosion control office.
EROSION CONTROL PRACTICES FOR HOME SITES
A poorly installed siltfence will not preventsoil erosion. Fabricmust be buried in atrench and sectionsmust overlap (seediagram on back ofthis fact sheet).
3
Sodding• Spread four to six inches of topsoil.
• Fertilize and lime if needed accordingto soil test (or apply 10 lb./1000 sq. ft. of 10-10-10fertilizer).
• Lightly water the soil.
• Lay sod. Tamp or roll lightly.
• On slopes, lay sod starting at thebottom and work toward the top.Laying in a brickwork pattern. Pegeach piece down in several places.
• Initial watering should wet soil sixinches deep (or until water standsone inch deep in a straight-sidedcontainer). Then water lightly everyday or two to keep soil moist but notsaturated for two weeks.
• Generally, the best times to sod andseed are early fall (Aug. 15-Sept. 15)or spring (May). If construction iscompleted after September 15, finalseeding should be delayed. Sod maybe laid until November 1. Temporaryseed (such as rye or winter wheat)may be planted until October 15.
Mulch or matting may beapplied after October 15, ifweather permits. Straw bale orsilt fences must be maintaineduntil final seeding or sodding iscompleted in spring (by June 1).
Concrete Wash Water• Dispose of concrete wash water
in an area of soil away fromsurface waters where soil canact as a filter or evaporate thewater. Dispose of remainingcement. Be aware that thiswater can kill vegetation.
De-Watering• Dispose of de-watering water
in a pervious area. Prevent thedischarge of sediment from de-watering operations into stormsewers and surface waters.
Material Storage• Manage chemicals, materials and other
compounds to avoid contaminationof runoff.
HOUSEGARAGE
STREET NAMEEXISTING CURBAND GUTTER
CONSTRUCTIONENTRANCE/EXIT
DRAINAGESWALE
TOPSOIL
N
SOIL TYPE: SILTY CLAY
R/W LINE
TD
TD
TDTD
TD
AREA TO BE TOPSOILED,SEEDED AND MULCHEDBY OWNER AT THE COMPLETION OFCONSTRUCTION
FOR 1 OR 2FAMILY
DWELLINGS
SAMPLE EROSIONCONTROL PLAN
1
SLOPE: 3%
1
1
1
PROPERTYLINE
EXISTINGDRAINAGE
TEMPORARYDIVERSION
TD
FINISHEDDRAINAGE
LIMITS OFGRADING
SILTFENCE
STRAWBALES
GRAVEL
VEGETATIONSPECIFICATION
TREEPRESERVATION
STOCKPILEDSOIL
PROJECT LOCATION:
CONTRACTOR:
PROPERTY OWNER:
ANTICIPATED STARTING DATE:
SCALE: 1" = 40'
ANTICIPATED COMPLETION DATE:PREPARED BY: DATE:
EROSIONCONTROL PLAN
LEGEND
Typical Lawn Seed Mixtures
Percent by Weight
Grass Sunny Site Shady Site
Kentucky bluegrass 65% 15%
Fine fescue 20% 70%
Perennial ryegrass 15% 15%
Seeding rate 3-4 4-5(lb./1000 sq. ft.)
Source: R.C. Newman, Lawn Establishment,UW-Extension, 1988.
COMMONLY USED EROSION CONTROLS
Printed onrecycled paper
This publication is available from county UW-Extension offices or from Extension Publications,630 W. Mifflin St., Madison, WI 53703. (608) 262-3346.
A publication of the University of Wisconsin–Extension in cooperation with the Wisconsin Department of Natural Resources.
Author: Carolyn Johnson, UW–Extension.
©1999 by the Board of Regents of the University of Wisconsin System. Send inquiries about copyrightpermission to: Cooperative Extension Publications, 432 N. Lake St., Madison, WI 53706. University ofWisconsin-Extension is an EEO/Affirmative Action employer and provides equal opportunities inemployment and programming, including Title IX and ADA requirements.
Editing and design by theEnvironmental Resources Center,University of Wisconsin–Extension.
GWQ001 Erosion Control forHome Builders
DNR WT-457-96
R-1-00-10M-25-S
1. Install as soon as possible after start of grading.
2. Use two-to-three-inch aggregate stone.
3. Drive must be at least seven feet wide and 50feet long or the distance to the foundation,whichever is less.
4. Replace as needed to maintain six-inch depth.
Access Drive
1. Excavate a 4" deep trench.
2. Place bales in trench with bindings around sidesaway from the ground. Leave no gaps between bales.
3. Anchor bales using two steel rebars or 2" x 2" woodstakes per bale. Drive stakes into the ground at least 8".
4. Backfill and compact the excavated soil.Source: Michigan Soil Erosion andSedimentation Control Guidebook, 1975.
Silt Fences
Straw Bale Fences
Cross Sections ofTrenches for Silt Fences
1. Excavate a 4" x 4" trench along the contour. 3. When joints are necessary, overlap ends for thedistance between two stakes.
2. Stake the silt fence on downslope side of trench.Extended 8" of fabric into the trench.
4. Backfill and compact the excavated soil.
How to Install a Silt Fence
How to Install a Straw Bale Fence
Flow
Cross Section ofStraw Bale Installation
Sources: North Carolina Erosion and Sediment ControlPlanning and Design Manual, 1988.
FlowFlow
Flow
FlowFlow
FlowFlow
How to Install an Access Drive
50' or distanceto foundation
6" minimumdepth
Hard surfaceroad
Filter Fabric
V-trench
Filter Fabric
Sediment LadenRunoff
Compacted Soil toPrevent Piping
Staked and EntrenchedStraw Bale
FilteredRunoff
Binding Wireor Twine Bale
Width
4"
EROSION CONTROL PLAN CHECKLISTCheck (✔) appropriate boxes below, and complete the site diagram
with necessary information.
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❒ ❒ Location of temporary soil storage piles.
Note: Soil storage piles should be placed behind a sediment fence, a 10 foot widevegetative strip, or should be covered with a tarp or more than 25 feet fromany 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 wideand 6 inches thick. Drives should extend from the roadway 50 feet or to thehouse 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.
❒ ❒ 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 than12% grade).
Note: Such practices include maintaining existing vegetation, placement of additionalsediment fences, diversions, and re-vegetation by sodding or seeding with useof 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 protectedfrom erosion through use of such practices as in-channel fabric or straw balebarriers, erosion control mats, staked sod, and rock rip-rap. When used, agiven in-channel barrier should not receive drainage from more than two acresof unpaved area, or one acre of paved area. In-channel practices should not beinstalled in perennial streams (streams with year round flow).
❒ ❒ Location of other planned practices not already noted.
CO
MPL
ETED
NO
TA
PPLI
CA
BLE
CO
MPL
ETED
NO
TA
PPLI
CA
BLE
Indicate management strategy by checking (✔) the appropriate box.
Management Strategies
❒ ❒ Temporary stabilization of disturbed areas.
Note: It is recommended that disturbed areas and soil piles left inactive for extendedperiods of time be stabilized by seeding (between April 1 and September 15), orby 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: _________________________
• Re-vegetation responsibility of: ❒ Builder ❒ Owner/Buyer
• Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? ❒ Yes ❒ No
❒ ❒ Use of downspout and/or sump pump outlet extensions.
Note: It is recommended that flow from downspouts and sump pump outlets be routedthrough 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 pondedbehind 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 barriersbefore 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 isthree months).
• All sediment that moves off-site due to construction activity will becleaned up before the end of the same workday.
• All sediment that moves off-site due to storm events will be cleaned upbefore 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.
Residential Driveway Standards Example
House Garage
Street
6” of concrete depth
Max. 24’ width (at curb)
Max. 20’ width (at property line)
Property Line Property Line
2’ Min. setback from property line
Sidewalk Approach Required
6 inches of concrete depth
5 feet in width
Residential Driveway Standards (Sec. 15.07, 15.10B):
Building Permit Required - Include site map with location, dimensions and setbacks
Maximum width at curb: 24 feet
Maximum width at property line/ROW: 20 feet
Minimum Setback from all other property lines: 2 feet
Concrete sidewalk approach required for all newly constructed and reconstructed driveways, except where topography/drainage isn’t conducive to a sidewalk (verify with Public Services Departement)
Sidewalk and driveway apron require a minimum of 6 inches of concrete over a minimum of 4 inches of compacted crushed limestone.
Property owner is responsible to verify all property lines and easements.
5’
PROPERTY OWNER IS RESPONSIBLE TO FOLLOW ALL VILLAGE ORDINANCES; IF DRIVEWAY IS IMPROPERLY INSTALLED PROPERTY OWNER WILL BE RESPONSIBLE TO REPAIR AND /OR REPLACE DRIVEWAY TO MEET
ORDINANCE REQUIREMENTS AT PROPERTY OWNERS EXPENSE.
ANY WORK STARTED WITHOUT A PERMIT WILL RESULT IN A FINE DOUBLE THE ORIGINAL PERMIT AMOUNT Ord. 14.05 (1)
2’
Start sidewalk approach 1’
into ROW
Public Right‐of‐way easement (ROW)
4” of concrete depth
Public Right‐of‐way easement (ROW)
Mailbox Placement
Questions about box location must be addressed with the DeForest (53532) Postmaster, 846-5910 before install
632.524 Location Curbside mailboxes must be placed so that they may be safely and conveniently served by carriers without leaving their conveyances. They must be reasonably and safely accessed by customers. Boxes must also be on the right-hand side of the road and in the carrier’s direction of travel in all cases where driving on the left–hand side of the road to reach the boxes would pose a traffic hazard or violate traffic laws and regulations. On new rural or highway contract routes, all boxes must be on the right side of the road in the carrier’s direction of travel. Boxes must be placed to conform to state laws and highway regulations. Carriers are subject to the same traffic laws and regulations as are other motorists. Customers must remove obstructions, including vehicles, trash cans, and snow, that make delivery difficult. Generally, mailboxes are installed at a height of 41 to 45 inches from the road surface to the bottom of the mailbox or point of mail entry. Mailboxes are set back 6 to 8 inches from the front face of the curb or road edge to the mailbox door. Because of varying road and curb conditions and other factors, the Postal Service recommends that customers contact the postmaster or carrier before erecting or replacing their mailboxes and supports. 632.525 Grouping Boxes should be grouped wherever possible, especially at or near crossroads, service turnouts, or other places where a considerable number of boxes are presently located. Group mailboxes at or near property lines between two homes so that boxes are within a few inches of each other. Rural Carriers drive down some streets on only one side of the street so, in those cases boxes may need to be installed across the street from your home. On some private lanes, boxes may all be grouped at the entrance to the private lane. If you live in a new cul de sac where mail delivery has not yet been established, mailboxes will be grouped together just outside of the cul de sac, (check your plat map for proper placement in this situation or contact the Post Office Manager if you are unsure).
631.22 Curbside Delivery Delivery may only be provided to boxes at the curb with prior approval from the Postal Service, and so long as they can be efficiently, safely, and conveniently served by the carrier from the carrier’s vehicle, and so that customers have reasonable and safe access. Mail receptacles may be grouped two to a property line, where possible. 631.241 General Newly established or extended business or residential customers must request and receive approval of the delivery location and mode of delivery from the local Postmaster or District designees. These deliveries will not receive mail delivery service until the mail receptacles are installed and the units and locations are approved by local postal management. Options and requirements for modes of delivery are directed by the Postal Service. 631.244 Newly Established or Extended Centralized Delivery Points Centralized delivery is permitted for new or extended business or residential delivery points. The mail receptacle and location of the delivery point(s) are approved by local postal officials in advance of the occupancy of the residence, business, or other site associated with the delivery point. Effective April 5, 2012 Growth Management
1. Developers have the option to install NDCBU cluster units 2. If cluster units are not installed, the postal service will determine the mode type and
placement of mail receptacles. This will include a minimum of 2 mailboxes per post on the lot line of the property. The mailboxes (not post) must be placed within 1-2” of each other.
Correct placement on NDCBU Cluster box with parcel lockers Lot line
6-8”
Wall Bracing Compliance WorksheetComplete this worksheet or provide equivalent information on the plans submitted with the permit application.
Sketch and dimension the building plan and the wall bracing rectangle(s) per 321.25(8)(c)1. and Figure 321.25-B.Provide and label additional sketches if the building plan/rectangles change at different floor levels.
Indicate applicable Wall Bracing Method for each level (see Table 321.25-G), each labeled rectangle if more than one [see 321.25(8)(c)], and amount of bracing (# of braced panels or length of braced wall required) per the respective table (provide additional worksheets for additional rectangles as needed):Rectangle:____ Wall Ht. = ____ Eave to Ridge Ht. = ____ Max. Opening Ht. = ____ Wind Exp. = ____ Walls Supporting: Intermittent method (LIB,
DWB, WSP, SFB, GB, PCP) and # of panels per Table 321.25-IMin. panel width (Table 321.25-G) =_______
Continuous method (CS-WSP, CS-SFB) and total length required per Table 321.25-JMin. panel width (Table 321.25-H) = ______
PF Method (see Figure 321.25-A). Indicate number of PF panels 16-24” wide provided. Min. PF width (Fig. 321.25-A) = _______
Long side Short side Long side Short side Long side Short sideRoof and ceiling onlyOne floor, roof and ceiling Two floors, roof and ceiling
Rectangle:____ Wall Ht. = ____ Eave to Ridge Ht. = ____ Max. Opening Ht. = ____ Wind Exp. = ____Walls Supporting: Intermittent method (LIB,
DWB, WSP, SFB, GB, PCP) and # of panels per Table 321.25-1Min. panel width (Table 321.25-G) = ______
Continuous method (CS-WSP, CS-SFB) and total length required per Table 321.25-HMin. panel width (Table 321.25-H) = ______
PF Method (see Figure 321.25-A). Indicate number of PF panels 16-24” wide provided. Min. PF width (Fig. 321.25-A) = _______
Long side Short side Long side Short Side Long side Short sideRoof and ceiling onlyOne floor, roof and ceilingTwo floors, roof andceilingPF Method: For Intermittent bracing, per Table 321.25-I footnote ‘h’, each PF panel (16-24” wide per Figure 321.25-A) counts as ½ of a braced wall panel when determining compliance with Table 321.25-I. For Continuously Sheathed bracing, the actual length of each PF panel (16-24” wide per Figure 321.25-A) in feet counts toward the required total length of bracing required. For intermittent or continuous methods, each PF panel meeting min. required width of Fig. 321.25-A counts as a braced wall panel when evaluating panel spacing per Fig. 321.25-C.
Indicate the location and construction details of required braced wall panels determined above on each rectangle side as required by Figure 321.25-C on the floor plans submitted with the permit application.
UDC Wall Bracing Provisions
Permanent Rule effective September 1, 2014
A ‘How To’ guide for use of the new provisions
Summary: Forget what you knew about the previous wall bracing provisions – this method is a different concept. The provisions are generally based on the 2012 IRC Simplified Wall Bracing Provisions. The new prescriptive Tables provide the number of braced wall panels required on a rectangle side (intermittent sheathing method) OR the total length of braced wall panels required on a rectangle side (continuously sheathed method) in wood frame walls parallel to the wind direction being considered. What hasn’t changed? Generally the bracing materials and fastening in Table 321.25-G remain unchanged. Major Assumptions/Defaults:
Interior side of exterior walls are sheathed with ½” gypsum board 10’ wall heights Wind Exposure category B For the intermittent bracing method roof eave (top of wall) to ridge height is 10’
Starting with the topmost floor level … STEP 1: Define the rectangle sides by circumscribing the outermost extents of the building at each floor level with a rectangle. The maximum length of any side of the rectangle is 75’ for intermittent bracing and 80’ for continuously sheathed bracing. For either method the maximum length to width ratio of the rectangle is 3:1. If the length of the rectangle side exceeds the prescriptive limit of the respective table or the length to width ratio exceeds 3:1 the building must be circumscribed or divided with more than one rectangle or designed by engineering analysis. See examples below from the rules - Figure 321.25-B.
Figure 321.25–B
DEFINING BUILDING SIDES AND LENGTHS WITH ONE OR MORE CIRCUMSCRIBED RECTANGLESa,b,c
OR=ONE RECTANGLE TWO RECTANGLES
(1) Basic floor plan
+= RECTANGLE 1
REAR SIDE 1
LEF
T S
IDE
1
FRONT SIDE 2
RIG
HT
SID
E 2
RECTANGLE 2
COMMONRECTANGLESIDES
ADD CONTRIBUTING LENGTHSOF BRACED WALL PANELSASSIGNED TO A RECTANGLESIDE
ASSIGN PROJECTED CONTRIBUTINGLENGTHS OF ANGLED BRACED WALLPANELS TO ADJACENT RECTANGLESIDES
(2) Angled-building-side pland
RECTANGLE 1
RECTANGLE 2
PROJECTIONS APPLY TOSIDES OF RECTANGLE 1
CONTRIBUTING LENGTH OFBRACED WALL PANEL APPLIESTO SIDE OF RECTANGLE 2
=
(3) Angled floor plane
aEach floor plan level shall be circumscribed with one or more rectangles around the entire floor plan at the floor level under consideration as shown. When multiple rectangles are used, each side shall be braced as though it were a separate building and the bracing amount added together along the common wall where adjacent rectangles overlap or abut.
bRectangles shall surround all enclosed plan offsets and projections. Chimneys, partial height projections, and open structures, such as carports and decks, shall be excluded from the rectangle.
cEach rectangle shall have a maximum rectangle length-to-width ratio of 3:1.
dProjected contributing lengths of angled braced wall panels shall be assigned to the closest rectangle sides, as shown for the angled corner in the angled-building-side-plan shown above.
eBraced wall panels located on a common wall where angled rectangles intersect, as shown in Figure 321.25-B(3), shall have their contributing length applied towards the required length of bracing for the parallel rectangle side and its projected contributing lengths towards the adjacent angled rectangle sides. Where the common side of rectangle 2 as shown in Figure 321.25-B(3) has no physical wall, the portion shall be designed in accordance with s. SPS 321.25 (8) (a).
STEP 2: Select the wall bracing method (intermittent or continuous), materials, and panel width (intermittent method) from Table 321.25-G. If using intermittent braced wall panels, in general most of the bracing methods are considered equivalent and the method simply tells you the NUMBER of panels required on a rectangle side. For continuously sheathed bracing the method yields the total LENGTH of braced wall required on a rectangle side.
Table 321.25–G BRACING METHODSa, f
Material
Minimum Brace Material Thickness or
Size
Maximum Nominal
Wall Heightb
Minimum Braced Wall Panel Width
or Brace Angle
Connection Criteria
Minimum Fasteners
Maximum Spacing
Intermittent Bracing Methods
LIBc Let-in
bracing
1x4 wood brace (or approved metal brace installed per manufacturer instructions)
10’
45o angle and maximum 16”
o.c. stud spacingb
2-8d common nails or 3-8d box nails (2 3/8” long
x 0.113” diameter)
Per stud and top and bottom platese
DWB Diagonal
wood boards
¾” (1” nominal) for
maximum 24” o.c. stud spacing
10’ 48”
2-8d box nails (2 3/8” long x
0.113” diameter) or 2 - 1 3/4” long 16-gage staples
Per stud and top and bottom platese
WSP Wood
structural panel
3/8” for maximum
16”o.c. stud spacing; 7/16” for
maximum 24” o.c. stud spacing
10’ 48”
6d common nail or 8d box nail (2
3/8” long x 0.113”
diameter); or 7/16”- or 1/2”-crown 16-gage staples, 1 1/4”
long
6” edges, 12” field (nails)
3” edges, 6” field
(staples)
SFB Structural fiberboard sheathing
½” for maximum 16”
o.c. stud spacing
10’ 48”
1 1/2” long x 0.120” diameter
galvanized roofing nails or 1”-crown 16-gage staples, 1
1/4” long
3” edges, 6” field
GB Gypsum
board (installed on both sides of wall)
½” for maximum 24”
o.c. stud spacing
10’
96”
5d cooler nails, or #6 screws
7” edges, 7” field
(including top and bottom plates)
Continuous Sheathed Bracing Methods CS-WSPd
Continuous sheathed
WSP
3/8” for maximum
16”o.c. stud spacing;
12’ Refer to Table 321.25-H
Same as WSP Same as
WSP
7/16” for maximum 24”
o.c. stud spacing
CS-SFBd Continuous
sheathed SFB
½” for maximum 16”
o.c. stud spacing
Same as SFB Same as
SFB
Narrow Panel Bracing
PF Portal frame
7/16” 12’ Refer to Figure
321.25–A
Refer to Figure 321.25–A
Refer to Figure
321.25–A
aThe interior side of all exterior walls shall be sheathed with minimum ½-inch gypsum wallboard unless otherwise permitted to be excluded by this subsection. All edges of panel-type wall bracing, except horizontal joints in GB bracing, shall be attached to framing or blocking.
bThe actual measured wall height shall include stud height and thickness of top and bottom plates. The actual wall height shall be permitted to exceed the listed nominal values by not more than 4½ inches. Tabulated bracing amounts in s. SPS 321.25 (8) (c) are based on a 10-foot nominal wall height for all bracing methods and shall be permitted to be adjusted to other nominal wall heights not exceeding 12 feet in accordance with footnotes to Table 321.25–I or Table 321.25–J.
cLIB is not permitted for walls supporting a roof and two floors. Two LIB braces installed at a 60o angle from horizontal shall be permitted to be substituted for each 45o angle LIB brace.
dBracing with CS-WSP and CS-SFB shall have sheathing installed on all sheathable surfaces above, below, and between wall openings.
eShall be attached to the top and bottom plates and any intermediate studs, in one continuous length.
fEach braced panel may contain no more than one hole, having a maximum dimension of no more than ten percent of the least dimension of the panel, and confined to the middle three-fourths of the panel.
STEP 3: DETERMINE NUMBER OF PANELS OR REQUIRED TOTAL LENGTH OF BRACING REQUIRED USING ONE OF THE FOLLOWING METHODS
A) Intermittent braced wall panels. Determine the NUMBER of braced panels required on each rectangle side using Table 321.25-I based on the length of the perpendicular side. NOTE a minimum of 2 braced wall panels is required on each rectangle side.
Table 321.25–I
REQUIRED NUMBER OF INTERMITTENT BRACED WALL PANELS ON WALLS PARALLEL TO EACH RECTANGLE SIDE
AT EACH FLOOR LEVELa,b,c,d,e,f, h
Wall Supporting:
Required Number of Brace Panels on a Building Side
Length of Perpendicular Side (feet)g ≤25 ≤50 ≤75
Roof and ceiling only
1i 2 3
One floor, roof and ceiling
2 4 6
Two floors, roof and ceiling
3 6 9
aInterpolation is permitted. Extrapolation to buildings larger than addressed in this table is prohibited.
bThis table applies to wind exposure category B. For wind exposure category C or D, multiply the number of braced wall panels required by 1.3 or 1.6, respectively.
Wind exposure category B is comprised of urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another type exposure.
Wind exposure category C is comprised of flat, open country and grasslands with scattered obstructions, including surface undulations or other irregularities, having heights generally less than 30 feet extending more than 1,500 feet from the building site in any quadrant. This exposure also applies to any building located within Exposure B type terrain where the building is directly adjacent to open areas of Exposure C type terrain in any quadrant for a distance of more than 600 feet.
Wind exposure category D is comprised of flat, unobstructed areas exposed to wind flowing over open water for a distance of at least 1 mile. This exposure applies only to those buildings and other structures exposed to the wind coming from over the water. Exposure D extends inland from the shoreline a distance of 1,500 feet or 10 times the height of the building or structure, whichever is greater.
cTabulated values are based on a nominal wall height of 10 feet. For nominal wall heights other than 10 feet and not more than 12 feet, multiply the required number of brace panels by the following factors: 0.9 for 8 feet, 0.95 for 9 feet, 1.15 for 11 feet, or 1.3 for 12 feet.
dTabulated values are based on a roof with a top-of-wall-to-ridge height of 10 feet. For top-of-wall-to-ridge heights other than 10 feet, multiply the required number of brace panels by the following factors for each floor level support condition:
Roof only – 0.7 for 5 feet, 1.3 for 15 feet, or 1.6 for 20 feet Roof + 1 Floor – 0.85 for 5 feet, 1.15 for 15 feet, or 1.3 for 20 feet Roof + 2 Floors – 0.9 for 5 feet or 1.1 for 15 feet.
eWhere minimum ½-inch gypsum wallboard is not included on the interior side of the wall, multiply the number of braced wall panels by 1.7 for LIB bracing or 1.4 for all other bracing methods, except this increase is not required for the portal frame method.
fAdjustments in footnotes b to e apply cumulatively. Fractions of panels shall be rounded to the nearest one-half braced wall panel.
gPerpendicular sides to the front and rear sides are the left and right sides. Perpendicular sides to the left and right sides are the front and rear sides. See Figure 321.25–B.
hThe following braced wall panel conditions shall be permitted to be counted as one-half a braced wall panel toward meeting the required number of panels: (1) one 60 degree LIB; (2) one 48” GB or one 96” GB with gypsum wallboard on one side; (3) one 36” WSP or SFB braced wall panel for wall heights not more than 9 feet; (4) a 48” WSP or SFB braced wall panel where there is no more than one unblocked horizontal joint; or (5) one PF brace panel complying with Figure 321.25–A. iThis value of less than 2 serves only as the beginning value for calculation purposes. The resulting value shall be 2 or
greater, to be consistent with subd. 2.
OR
B) Continuously Sheathed braced walls. Determine the TOTAL LENGTH of braced wall panels on each rectangle side using Table 321.25-J based on the length of the perpendicular side.
Table 321.25–J
REQUIRED LENGTH OF CONTINUOUS BRACING ON WALLS PARALLEL TO EACH RECTANGLE SIDE AT EACH FLOOR LEVELa,b,c,d,e,g,h
Top-of-Wall-to-
Ridge Wall Supporting:
Total Required Length (feet) of Full-Height Bracing
on Any Side of Rectangle
Height (feet)
Length of Perpendicular Side (feet)f
10 20 30 40 50 60
70
80
10
Roof and ceiling only
2.0 i 3.5 i 5.0 6.0 7.5 9.0 10.5 12.0
One floor, roof and ceiling
3.5 i 6.5 9.0 12.0 14.5 17.0 19.8 22.6
Two floors, roof and ceiling
5.0 9.5 13.5 17.5 21.5 25.5 29.2 33.4
15
Roof and ceiling only
2.6 i 4.6 6.5 7.8 9.8 11.7 13.7 15.7
One floor, roof and ceiling
4.0 7.5 10.4 13.8 16.7 19.6 22.9 26.2
Two floors, roof and ceiling
5.5 10.5 14.9 19.3 23.7 27.5 32.1 36.7
20
Roof and ceiling only
2.9 i 5.2 7.3 8.8 11.1 13.2 15.4 17.6
One floor, roof and ceiling
4.5 8.5 11.8 15.6 18.9 22.1 25.8 29.5
Two floors, roof and ceiling
6.2 11.9 16.8 21.8 27.3 31.1 36.3 41.5
aInterpolation is permitted. Extrapolation to buildings larger than addressed in this table is prohibited.
bThis table applies to wind exposure category B. For wind exposure category C or D, multiply the required length of wall bracing by 1.3 or 1.6, respectively. Wind exposure categories are as defined in Table 321.25–I footnote b.
cTabulated values are based on a nominal wall height of 10 feet. For nominal wall heights other than 10 feet, multiply the required length of bracing by the following factors: 0.90 for 8 feet, 0.95 for 9 feet, 1.05 for 11 feet, or 1.10 for 12 feet.
dWhere minimum ½-inch gypsum wallboard interior finish is not provided, the required bracing amount for the affected rectangle side shall be multiplied by 1.4, except this increase is not required for the portal frame method.
eAdjustments in footnotes b to d apply cumulatively.
fPerpendicular sides to the front and rear sides are the left and right sides. Perpendicular sides to the left and right sides are the front and rear sides. See Figure 321.25–B.
gContinuous sheathing shall be applied to all surfaces of the wall, including areas between brace panels and above and below wall openings.
hWhen used on a wall line with continuous sheathing, each portal frame panel is counted for its actual length in contributing toward the length of continuous sheathing used on other portions of the same wall line, such as the building side at a given story level.
iAny value of less than 4.0 in this table serves only as the beginning value for calculation purposes. The resulting value
shall be 4.0 or greater, to be consistent with Table 321.25–H and subd. 2.
STEP 4: If required, apply any adjustment factors (adjustments may decrease or increase the required bracing amount) per the footnotes to the respective Table for the method used (intermittent or continuous). For example wall heights taller than 10’ and wind exposure category C or D would both increase the bracing amount. Absence of interior ½” gypsum board sheathing increases the required bracing amount. STEP 5: Repeat steps 2 through 4 considering wind in the perpendicular direction. STEP 6: Determine the minimum required width of braced wall panels. For intermittent bracing method the minimum length of braced wall panel is given in Table 321.25-G (see step 2 above). For continuously sheathed bracing method the minimum width is determined using Table 321.25-H dependent on the maximum opening height adjacent to the panel and the wall height.
Table 321.25-Ha, b
MINIMUM WIDTHS OF CS-WSP AND CS-SFB BRACED WALL PANELS
Maximum Opening Height Adjacent to
Braced Wall Panel
Minimum Width of Full-Height Braced Wall Panel (inches)
8’ Tall Wall
9’ Tall Wall
10’ Tall Wall
12’ Tall Wall
5’- 4” 24 27 30 36 6’– 8” 32 30 30 36
8’ 48 41 38 36 9’ - 54 46 41 10’ - - 60 48 12’ - - - 72
aSheathing shall extend from the top of the top plate to the bottom of the bottom plate and may be multiple sheets. All joints shall be blocked. bInterpolation is permitted. PF (Portal Frame) Method: Portal Frame narrow panel bracing may be used with either the intermittent or continuously sheathed bracing methods. For Intermittent bracing, per Table 321.25-I footnote ‘h’, each PF panel (16-24” wide per Figure 321.25-A) counts as ½ of a braced wall panel when determining compliance with Table 321.25-I. For Continuously Sheathed bracing, the actual length of each PF panel (16-24” wide per Figure 321.15-A) in feet, counts toward the required total length of bracing required. STEP 7: Check that the location of braced wall panels meets Figure 321.25-C. A braced wall panel must start within 12 ½’ from the end of the rectangle side and braced panels must be spaced a maximum of 21’ edge to edge along the rectangle side. For intermittent or continuous methods, each PF panel meeting the minimum required width of Fig. 321.25-A counts as a braced wall panel when evaluating compliance with Fig. 321.25-C.
FIGURE 321.25–C
LOCATION OF BRACED WALL PANELS ALONG A BUILDING SIDEa
STEP 8: Repeat steps 1 through 7 for additional floor levels. See also the One- and Two-Family Dwellings (Uniform Dwelling Code) Program web page for a Frequently Asked Questions document that provides further guidance and explanation on the use of the wall bracing permanent rule provisions.
aA braced wall panel can be anything from one-half to one brace panel.
