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Home
Repair Advice
Featuring
the Home Problem Spotter
for solving water and foundation troubles.
Just click on the area of
concern to evaluate possible root causes of water and foundation problems and their likely
solutions.

| 1A. Roof Water
Runoff: Downspouts |
| Primary Sources |
Solutions |
| 1. Improper
Routing |
1. If downspouts drop into an
enclosed landscape area that does not promote rapid drainage: a. extend downspouts underground, a min. of 8', to an area
that promotes drainage
b. install new guttering and relocate downspouts to
an area better suited to allow rapid runoff |
| 2. No Splash
Block(s) |
a. If good drainage exists, install
splash block with short extension b.
If good drainage does not exist, install downspouts underground |
| 3.
Inadequate Extension Length above or below grade to carry water away
from foundation. |
Extend downspouts
underground |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Concrete slab settlement
- Mortar joint deterioration
- Building material deterioration
|

| 1B.
Roof Water Runoff: Guttering (Note: recommended guttering specifications are as
follows: 5" seamless gutters with 3" x 4" downspouts.) |
| Primary Sources |
Solutions |
| 1. Holes In Gutter |
a. Repair defect, or b. Replace guttering |
| 2. Sagging Or
Pulled Away Gutters |
a. Re-nail guttering
between existing nails, or b.
Replace guttering |
| 3. Debris In
Gutters or downspouts |
a. Clean guttering and
flush downspouts thoroughly
Check and clean
regularlyb. Install gutter or downspout
screen
Check and clean regularly |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Concrete slab settlement
- Mortar joint deterioration
- Building material deterioration
|

| 1C.
Roof Water Runoff: Eaves Overhang (Note: recommended guttering specifications are as follows: 5" seamless
gutters with 3" x 4" downspouts.) |
| Primary Sources |
Solutions |
| 1. Short Or No Eaves Overhang |
Good gutters and downspouts are a
must |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Concrete slab settlement
- Mortar joint deterioration
- Building material deterioration
|

| 2A. Grade -
Perimeter Foundation: Terrain Conditions (Note: Ideal grade is 1" of fall per foot out a min.
of 6' from foundation with a 3% slope to further direct water from building. Preferred
soil to build up grade is a lean clay topped with topsoil or a mixture. This provides
better runoff of rain water. A 3" gap between the siding and the grade is
recommended.) |
| Primary Sources |
Solutions |
| 1. Negative
Grade: grade or landscaping slope toward home |
Build up grade and slope
for positive drainage. See specs above. |
| 2. Flat
Grade: grade has less than 3% slope from foundation out a min. of
12' |
Build up grade and slope
for positive drainage. See specs above. |
| 3. Improper
Grade Contour: grade surrounding perimeter of building does not
promote positive evacuation of runoff water off the property. Grade may flow from
foundation but is not directed through proper grade contour to move it in a defined
direction completely away from the building and property. This generally results in areas
ponding water. |
Grade area by cutting
swells and contouring to promote positive drainage. Machine grade normally recommended. |
| 4.
Landscaping Buildup: mulch, rock or other cover has been
built up over a period of time and gives the appearance of positive grade. However, a
negative grade exists below the landscaping and water follows the negative grade. |
1. Remove landscape build up
underlying grade and slope for positive drainage. 2. Cover area with 4 mil plastic or landscaping fabric.
3. Reinstall landscaping material. |
| 5. Well
Drained Soils: soils that water moves rapidly through. Some soils
become this way over many years due to plantings that exist against the foundation (i.e.
cedar bushes, etc.) that aerate and desiccate the soil over a period of time. |
We recommend consulting a
professional. 1. Install underground
drainage system.
2. Cover exposed perimeter foundation grade with
plastic, 6-8' min., then cover with landscaping materials.
3. Install exterior perimeter drain.
4. Install interior perimeter drain. |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Concrete slab settlement
- Mortar joint deterioration
- Building material deterioration
|

| 2B. Grade -
Perimeter Foundation: Concrete Slabs |
| Primary Sources |
Solutions |
| 1. Negative
Slopes: concrete slabs (patios, porches, sidewalks, drives, etc.) slope toward
building |
1.
Mudjacking - method of lifting and leveling concrete slabs to insure voids are
completely filled. 2. Replace -
a. after is slab is removed add compacted soil,
lean clay preferred, and grade with a positive slope.
b. add 2 - 3" gravel base.
c. install as typically recommended.
|
| 2. Hidden Voids: voids (empty space) under slab collect and hold
water. Negative grade under slab is created and water follows slope of underlying grade. |
1.
Mudjacking - method of lifting and leveling concrete slabs to insure voids are
completely filled. |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Concrete slab settlement
- Mortar joint deterioration
- Building material deterioration
|

| 2C. Grade -
Perimeter Foundation: Poorly Sited Building (Building may sit downhill
from a neighboring
property and because of top foundation elevation, close proximity or neighbor or
combination of proper drainage is not achieved. Grade and roof runoff of both properties
have a tremendous negative impact on lower elevation property. - Consult a professional.) |
| Primary Sources |
Solutions |
| Water
runoff from adjacent properties and negative grade slopes. |
Retaining
Walls may be able to create drainage by installing a retaining wall on the uphill side of
the property and then grade with a positive slope away from the building. Walls should be
structurally designed, whether the construction be poured, boulder, timber or segmented
walls. |
| Extend
downspouts underground and away from area. |
| Install a
"French drain" or similar concept. |
| Install
exterior perimeter drain. |
| Install
interior perimeter drain - only after above grade and exterior options have been
implemented or considered. |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Concrete slab settlement
- Mortar joint deterioration
- Building material deterioration
|

| 2D. Grade -
Perimeter Foundation: Window Wells |
| Primary Sources |
Solutions |
| 1. Debris |
Remove debris built up
inside window well |
| 2. Height |
Top should be extended to
a height to permit positive drainage from foundation. |
| 3. No Gravel Well |
18 - 24" of clean
3/4" gravel should be installed below the window sill. |
| 4. No Cover |
Window well covers are
recommended to keep out elements and debris. |
| 5. No Drain |
A bottom drain is
sometimes recommended. Line should be extended to daylight or other termination with
positive slope to termination. |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Concrete slab settlement
- Mortar joint deterioration
- Building material deterioration
|

| 3A.
Foundation Defects - Wall Cracks: (Consult a professional). |
| Primary Sources |
Solutions |
| 1. Foundation
Settlement |
a.
Underpinning - Installation of foundation piers, specifically designed for remedial
repair, in the affected area. Underpinning system should be supported with proven,
documented engineering systems. Determination of underpinning and of restoring foundation
to original level should be in accordance with standard recommended engineering practices
and municipal building codes. b.
Crack Repair - epoxy (rigid/structural) or urethane (flexible) injection of cracks. Crack
injection seals or "welds" the crack all the way through the wall. Crack
characteristics and various site conditions will dictate which product is best suited.
3. Correct drainage defects.
4. Correct gutter defects. |
| 3. Pushed-in Wall(s) |
1.
Wall Restraints - Helical tie backs or other earth anchor systems are recommended.
Engineering support and documentation of system as well as site load testing are
recommended. The common and older system of steel channels are not generally recommended
because they lack an ability to test, have a high failure rate and are subject to design
abuse. 2. Crack repair - epoxy
(rigid/structural) or urethane (flexible) injection of cracks. Crack injection seals or
"welds" the crack all the way through the wall. Correct drainage defects.
3. Correct gutter defects.
4. Correct grade defects. |
| 4. Concrete
Shrinkage when originally placed |
Crack repair - epoxy
(rigid/structural) or urethane (flexible) injection of cracks. Crack injection seals or
"welds" the crack all the way through the wall. Epoxy is typically recommended
in this scenario. |
| 5. Sub-soil
Heaving and Shrinkage |
1. Correct any drainage
defects. 2. Correct gutter defects.
3. Install perimeter interceptor drain.
4. Additional repair options can vary greatly
depending upon the severity. |
| Related / Secondary Effects |
|
- Pushed-in walls
- Foundation settlement
- Shrinkage of concrete when originally placed
- Heaving and shrinkage of sub-soils
- Damage to structural or supporting building materials
- Building material deterioration
|

| 3B. Foundation
Defects: Mortar Joints |
| Primary Sources |
Solutions |
| 1. Deteriorating
Mortar Joints |
1. Remove loose material
and tuck point. 2. Seal surface with
spray, brush or roll on masonry or concrete sealer to above grade surfaces.
3. Apply hydrostatic mastic to below grade surfaces
and cover with plastic or drain board.
4. Install exterior perimeter drain system.
5. Correct grade and gutter defects. |
| Related / Secondary Effects |
- Deterioration of building materials
- Structural damage supporting building materials
|
| 3C. Foundation
Defects: Footing To Foundation Connection |
| Primary Sources |
Solutions |
| 1. No Footing 'Key
Way' |
1. Correct grade defects 2. Correct gutter defects
3. Install interior or exterior drain tile system |
2. Footing
Sagging From Foundation |
1. Correct grade defects 2. Correct gutter defects
3. Install interior or exterior drain tile system |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Mortar joint deterioration
- Concrete slab settlement
- Damage to structural or supporting building materials
- Building material deterioration
|

| 3D.
Foundation Defects: Drain Tile (drain tile sagging, clogged, crushed, improperly sloped, not drained to
termination, etc.) |
| Primary Sources |
Solutions |
| 1. Clogged |
1. Clay
or iron tile systems may be "snaked" or "rooted" out to remove
clogging if access is available. 2. Correct grade and gutter defects. |
2. Other
Defects |
1. Correct grade
defects 2. Correct
gutter defects
3. Install interior or exterior
drain tile system |
| Note: Water
coming up through basement floor is a sign of improperly or non-functioning perimeter
drain tile. |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Mortar joint deterioration
- Concrete slab settlement
- Damage to structural or supporting building materials
- Building material deterioration
|
| 3E. Foundation
Defects: Wall Imperfections |
| Primary Sources |
Solutions |
| 1. Honeycombing |
1. Patch any defects
found in the foundation wall with a concrete patching product specifically designed for
defects. 2. Seal exterior of surface
if below grade with hydrostatic mastic. Then cover with plastic or drain board.
3. Correct grade and gutter defects.
4. Correct any exterior drain tile defects. |
2. Rusted Wall
Ties |
1. Inject around wall tie with epoxy
(rigid/structural) or urethane (flexible) material. 2. Core out if necessary and patch back with hydraulic cement, non-shrink
gout or other specifically designed product.
3. Seal exterior surface with hydrostatic mastic.
4. Correct grade and gutter defects. |
| Related / Secondary Effects |
- Deterioration of building materials
- Structural damage to foundation or supporting building
materials
|

| 4A. Siding Defects |
| Primary Sources |
Solutions |
| 1. Flashing: improperly installed or non-existent, which does not
break surface tension of the water running down the siding. |
1. Install new flashing. 2. Install material to break surface tension. May be as
simple as a bead of caulk. |
2. Material
Defects |
Replace defective material and
install per manufacturer specifications.(e.g. siding) |
| Related / Secondary Effects |
- Deterioration of building materials
- Structural damage to supporting building materials
|

| 5A. Plumbing
Defects: Faucet |
| Primary Sources |
Solutions |
| 1. Leaky Faucet |
Locate and replace. |
| Related / Secondary Effects |
- Deterioration of building materials
- Structural damage to supporting building materials
|

| 5B. Plumbing
Defects: Water Line |
| Primary Sources |
Solutions |
| 1. Water Line: defects, damage, broken. |
Locate and repair. You
can test a faulty water line by shutting off the water to the building and then checking
the meter to see if it is still flowing water (i.e. it is still moving.) |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Mortar joint deterioration
- Building material deterioration
|

| 5C. Plumbing
Defects: Sewer Line |
| Primary Sources |
Solutions |
| 1. Sewer Line |
Locate and repair as
necessary. If broken check to see if it was caused by foundation, concrete or underlying
soil settlement. If so, correct defect. |
| Related / Secondary Effects |
- Pushed-in walls
- Foundation settlement
- Heaving of foundation or concrete slabs
- Concrete slab settlement
|

| 6A. Basement Floor
Slab: Floor Cracks |
| Primary Sources |
Solutions |
| 1. Floor Cracks |
1. Correct grade and
gutter defects. 2. Install interior
or exterior perimeter drain system, if signs of moisture are visible.
3. Check foundation settlement. Repair if
necessary.
4. Route cracks and fill with cementious or
semi-rigid epoxy. |
| Related / Secondary Effects |
- Heaving of foundation or concrete slabs
- Building material deterioration
|

| 6B. Basement Floor
Slab: Floor Drains or Other Plumbing Through Floor |
| Primary Sources |
Solutions |
| 1. Plumbing
Defects |
Inspect for plumbing
defects and repair as noted in "Floor Cracks" above. |
| 2. Below Slab Hydrostatic
Pressure |
1. Correct grade and gutter defects. 2. Install interior or exterior perimeter drain system. |
| Related / Secondary Effects |
- Foundation settlement
- Heaving of foundation or concrete slabs
- Concrete slab settlement
- Building material deterioration
- Structural damage to supporting building materials
|

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