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Patio Slabs, Porch Slabs, Walks, and Driveways Slope Away from House

Scope

 Impervious surfaces like patio slabs, sidewalks, and driveways that are within 10 feet of the home should slope away from the house.
Impervious surfaces like patio slabs, sidewalks, and driveways that are within 10 feet of the home should slope away from the house.

To direct storm water runoff away from the foundation, 

  • Ensure that all patio slabs, porch slabs, walks, driveways, and other impervious surfaces that are installed within 10 feet of the foundation slope down and away from the foundation at a 2% grade. 
  • Maintain this slope for 10 feet or to the edge of the surface, whichever is less.
  • If lot lines, walls, slopes, or other physical barriers limit the ability to achieve 6 inches of slope within 10 feet of the foundation, provide drains or swales to carry water away from the structure (ENERGY STAR 2018). 

See the Compliance Tab for related codes and standards requirements, and criteria to meet national programs such as DOE’s Zero Energy Ready Home program, ENERGY STAR Certified Homes, and Indoor airPLUS.

Description

Because patio slabs, porch slabs, walks, and driveways are typically made of nonporous materials, water will freely flow across them. If these surfaces are not properly graded to allow water to naturally flow away from the home, water will pool around the foundation (see Figure 1), resulting in potential water intrusion and structural integrity issues, and creating a welcoming environment for pests and insects. The consequences of poor water management around the outside of the building can lead to issues with building durability, health, and safety, including mold and indoor air quality problems. 

Standing water around the home
Figure 1 - Water can pool at the foundation when the ground around the home is not properly graded to direct water away from the home. 

A comprehensive water management strategy includes proper grading and preparation of the site, appropriate design, and careful construction to direct water down and away from the building. Patio slabs, porch slabs, walks, and driveways must be designed and built with the appropriate slope to direct water to flow away from the foundation. 

How to Slope Impervious Surfaces away from the Foundation

Patio slabs, porch slabs, sidewalks, driveways, and other impervious surfaces installed within 10 feet of the home should be constructed with a slope to direct rainwater away from the foundation as shown in Figure 2 (EPA 2011):

  • ENERGY STAR Certified Homes recommends that impervious surfaces be installed with a slope of at least 0.25 inch per foot to the edge of the surface or for the first 10 feet from the foundation, whichever is less. 
  • The 2009, 2012, and 2015 International Residential Code recommends a slope of 2% for all impervious structures within 10 feet of the building foundation.

When setback requirements or other physical barriers limit the space to which storm water runoff can be directed, swales or drains can be installed to carry storm water away from the home. See the guide WM 1.2 Final Grade Slopes Away from Foundation for more information on constructing swales and drains.

Proper slope. Slope all patio slabs, walks, and driveways away from the house at least 0.25 inch per foot for either the entire length of the slab or for 10 feet
Figure 2 - Slope patio slabs, sidewalks, driveways, and other impervious surfaces away from the house. 

Ensuring Success

Properly grade the site prior to construction to provide a slope away from the structure on all sides. Construct the foundation walls high enough to maintain a slope of at least 6 inches down within the first 10 feet away from the structure after construction is completed and the area around the home is back filled and tamped, then topped with concrete or pavers or top soil and landscaping materials. Also for building durability, provide enough height to the foundation wall that at least 6 inches of distance can be maintained between the siding and ground surface after landscaping.

Climate

In locations prone to heavy winds, follow all local codes regarding site stormwater management.

In locations that experience frequent heavy rainfall events, in addition to grading the site and sloping all hard surfaces around the foundation away from the house, consider these other measures to help address rainwater management and to reduce ponding and erosion on site. 

  • Consider house designs with hip roofs and overhangs.
  • Install gutters, kickout diverters, and downspouts adequately sized to handle large storm events. Direct water to an approved location such as a swale or drywell.
  • Construct rain gardens and plant them with native plants that soak up rainwater and have deep roots to improve filtration. Rain gardens incorporate design features that can allow approximately 30% more water to soak into the ground than a conventional patch of lawn (FEMA 511 2005).
  • Construct swales that drain to a French drain or drywell.
  • Slope all hard surfaces away from the foundation, including patios, sidewalks, and driveways, or provide drains. Use open brickwork or porous paving as shown in Figure 2 when replacing a driveway or parking lot (FEMA 511 2005). Pervious pavers reduce runoff and allow slow percolation of water into the soil.
  • Install rain barrels or cisterns that collect and hold rainwater for lawn and garden watering. This reduces both stormwater runoff and homeowner water bills (FEMA 511 2005).

In areas prone to coastal flooding, consider building homes on pier foundations at least one foot above the base flood elevation.

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Compliance

The Compliance tab contains both program and code information. Code language is excerpted and summarized below. For exact code language, refer to the applicable code, which may require purchase from the publisher. While we continually update our database, links may have changed since posting. Please contact our webmaster if you find broken links.

ENERGY STAR Certified Homes, Version 3/3.1 (Rev. 09)

Water Management System Builder Requirements

1. Water-Managed Site and Foundation.
1.1 Patio slabs, porch  labs, walks, and driveways sloped ≥ 0.25 inches per foot away from home to edge of surface or 10 ft., whichever is less.2 

Footnote 2) Swales or drains designed to carry water from foundation are permitted to be provided as an alternative to the slope requirements for any home, and shall be provided for a home where setbacks limit space to less than 10 ft. Also, tamping of back-fill is not required if either: proper drainage can be achieved using non-settling compact soils, as determined by a certified hydrologist, soil scientist, or engineer; OR, the builder has scheduled a site visit to provide in-fill and final grading after settling has occurred (e.g., after the first rainy season).

Please see the ENERGY STAR Certified Homes Implementation Timeline for the program version and revision currently applicable in in your state.

DOE Zero Energy Ready Home (Revision 07)

Exhibit 1 Mandatory Requirements.
Exhibit 1, Item 1) Certified under the ENERGY STAR Qualified Homes Program or the ENERGY STAR Multifamily New Construction Program.

2009, 2012, 2015, and 2018 International Residential Code (IRC)

Section R309.2 Carports: The area of floor used for parking automobiles shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway.
Exception: Asphalt surfaces shall be permitted at ground level in carports.

Section R311.8.1 Ramps: Ramps serving the egress door required by Section R311.2 shall have a slope of not more than 1-unit vertical in 12 units horizontal (8.3 percent slope). Other ramps shall have a maximum slope of 1-unit vertical in 8 units horizontal (12.5%).

Exception: Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1-unit vertical in 8 units horizontal (12.5%).

Section R401.3  Drainage. This requires that surface water should drain to a storm sewer conveyance or another approved collection point that doesn’t create a hazard. Lots must be graded to drain water away from the foundation walls and the grade should fall at least 6 inches within the first 10 feet. If physical barriers such as walls, slopes, or the lot lines limit the ability to achieve 6 inches of slope within 10 feet of the foundation than drainage can be achieved by installing drains or swales. 

Section R401.3 Impervious surfaces that are within 10 feet of the building’s foundation must slope at least 2% away from the foundation.

Section R405.1. Footing drains of drain tile, gravel, crushed stone, perforated pipe, or some other approved systems must be installed at the footing perimeter of any building with concrete or masonry foundations that has a basement. The drainage pipe must sit on a bed of gravel 2 or more inches thick that extends at least a foot from the edge of the footing. The drain pipe should be covered with an approved filter fabric then be topped with 6 or more inches of washed crushed gravel or crushed rock. This drain pipe must discharge by gravity or mechanical means into an approved drainage system. A drainage system is not required when the foundation is installed on well-drained ground or sand-gravel soils designated as Group 1 soils by the United Soil Classification System.

Retrofit: 2009, 2012, 2015, and 2018 IRC

2017 Florida Building Code (Residential)

Section 1804.4 Site Grading:  The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than one unit vertical in 20 units horizontal (5-percent slope) for a minimum distance of 10 feet (3048 mm) measured perpendicular to the face of the wall. If physical obstructions or lot lines prohibit 10 feet (3048 mm) of horizontal distance, a 5-percent slope shall be provided to an approved alternative method of diverting water away from the foundation. Impervious surfaces within 10 feet (3048 mm) of the building foundation shall be sloped a minimum of 2 percent away from the building (Florida Building Code 2017).

Exception: Where climatic or soil conditions warrant, the slope of the ground away from the building foundation shall be permitted to be reduced to not less than one unit vertical in 48 units horizontal (2-percent slope). The procedure used to establish the final ground level adjacent to the foundation shall account for additional settlement of the backfill (Florida Building Code 2017).

Section N1101.3 (Section N1107.1.1 in 2015 and 2018 IRC). Additions, alterations, renovations, or repairs shall conform to the provisions of this code, without requiring the unaltered portions of the existing building to comply with this code. (See code for additional requirements and exceptions.)

Appendix J regulates the repair, renovation, alteration, and reconstruction of existing buildings and is intended to encourage their continued safe use.

This Retrofit tab provides information that helps installers apply this “new home” guide to improvement projects for existing homes. This tab is organized with headings that mirror the new home tabs, such as “Scope,” “Description,” “Success,” etc. If there is no retrofit-specific information for a section, that heading is not included.

Once a home has been constructed and concrete driveways and patios are poured, it is a difficult and expensive process to regrade the site should water issues arise due to negative slope on one or more sides of the home. Other options for dealing with water that wants to flow toward the house are to install footing drains if they don’t currently exist and install damproofing and/or dimpled plastic moisture barrier on the exterior surface of the below-grade walls, or to construct swales or other drainage systems to carry water away from the home and to a drywell, stormwater sewer, or other drainage location downstream of the home. Drains can be installed at the base of driveways and patios that slope toward the house. Solid-surface driveways, patios, and walkways can be replaced with pervious surfaces such as pavers, gravel, or pebbles, to allow water to drain into the ground rather than flowing toward the house. Sometimes a combination of measures is needed to keep the basement or crawlspace dry. See the Description tab and these Building America Solution Center guides for additional guidance.

The U.S. Department of Energy’s Standard Work Specifications has additional information on site drainage.

See Compliance tab. 

More Info.

Access to some references may require purchase from the publisher. While we continually update our database, links may have changed since posting. Please contact our webmaster if you find broken links.

Case Studies

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References and Resources*

  1. Author(s): Cooperative Extension System
    Organization(s): Cooperative Extension System
    Publication Date: January, 2013
    Information providing an interactive learning environment delivering the best, most researched knowledge from the best land-grant university minds across America.
  2. Author(s): Frost-Tift, Mahadevia, Mills, Reeder, Sheldon, Squerciati
    Organization(s): FEMA
    Publication Date: June, 2014

    Report describing to homeowners how to protect their homes from flooding. 

  3. Author(s): Coulbourne, Jones, Durham, Kapur, Koumoudis, Line, Low, Overcash, Passman, Reeder, Seitz, Smith, Tezak
    Organization(s): FEMA
    Publication Date: August, 2011

    Report in two volumes providing a comprehensive approach to planning, siting, designing, constructing, and maintaining homes in the coastal environment.

  4. Author(s): Insurance Institute for Business & Home Safety
    Organization(s): IBHS
    Publication Date: May, 2019

    Guide describing the requirements by  FORTIFIED Home™ for improving the home's resistance in severe thunderstorms, straight-line wind events, and high winds at the outer edges of tornadoes.

  5. Author(s): U.S. Environmental Protection Agency
    Organization(s): EPA
    Publication Date: September, 1999

    Document describing correct construction of swales, designed to trap particulate pollutants (suspended solids and trace metals), promote infiltration, and reduce the flow velocity of storm water runoff.

  6. Author(s): U.S. Environmental Protection Agency
    Organization(s): EPA
    Publication Date: February, 2011

    Guide describing details that serve as a visual reference for each of the line items in the Water Management System Builder Checklist.

Contributors to this Guide

The following authors and organizations contributed to the content in this Guide.

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Last Updated: 07/25/2017