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Septic System Inspection Report Guide
1.
2.
3. No provision for enforcement
Mediocre inspections
Incomplete and inaccurate reports
Seller refuses to have their onsite treatment system
inspected
Institutions ignoring the point of sale inspection
4. General treatment & dispersal information
Septic tank inspection and pumping information
Soil treatment system inspection
Other components/appurtenances
Comment section
Inspection summary
Inspector’s certification
Sketches/Plans/Maps
5.
6.
7. Observation and rational examination of the facts
Following the report of inspection line by line
Accurately documenting
Conclusion drawn
8. Operational Test
Effluent must move
through tank
Through components
To the soil treatment
area for dispersal
23. • Access STA
•Make sure tank is
connected to STA
•Insert camera all way to
end of STA, looking for
sludge buildup, roots,
broken pipes
•Retract camera, insert
dedicated hose, turn on
and observe flow, again,
all way to end of STA
Soil Treatment
Area Evaluation
24. NAWT is looking at a new standard for evaluating soil
treatment areas proposed by Pennnsylvania Septage
Management Association.
Add two additional hours to the inspection process,
after properly exposing the tank, pumping, and
inspecting.
It could involve up to three trips to the property in 3
days.
Use 225 to 675 gallons of water.
Require additional excavations and modifications.
25. Water is available on-site and that it is turned on.
Water conservation is not an environmental issue.
Assumes the media is within reach of a 6-inch auger.
Assumes media will fall out of the soil treatment area
and need replacing.
Assumes that the person conducting it is an expert in
the field.
Assumes that persons responsible for such a test can
financially assume the burden of unnecessary expense.
26. Because special attention has been paid to each point of
disclosure on our form, the septic tank is the smoking
gun for structures occupied or vacant.
When a structure has been vacant, and the STA is
dormant, science has proven that the biomat
dissipates and the soil treatment area recovers.
With these two points considered and observation of a
simple flow test, a conclusion can be drawn as to the
condition of the soil treatment area without hydraulic
loading.
27. Can be overcome by using tools and modern
technology to observe all parts of the system.
Inspectors must put their professional integrity on the
line and check yes or no to points of inspection.
With judicious, yet minimal revisions, adoption of
modern inspection tools, and strict enforcement, the
State can generate the standards necessary to identify
systems as functional or not functional.
28. ARIZONA
In Arizona, where
water is our most
precious commodity
and distances our
greatest obstacle,
there is no need for
the hydraulic load
test to evaluate soil
treatment areas.
Editor's Notes
Thousands of onsites have been inspected, pumped, and repaired that otherwise would have been left as landfills for a new owner.
Report of Inspection form asks for answers to 60 points of disclosure. Full access must be gained to do this. Taken from Kitts PP page 11. In order to inspect
Using these tools to observe all parts of the system gives you an advantage when evaluating the system.
Tank must be accessed to observe
Key element of the inspection form deals with the physical and operational condition of septic tank and dispersal area. Operational test, effluent most move through all parts of the system. Delivery connections must be proven. We see here that effluent will not be moving through the system.
Compromised by roots
This allows sludge to be incrementally taken to the STA.
Air to liquid interface.
About the soil treatment area will be revealed by careful examination of the septic tank’s history.
Anyone of the above points contribute to the condition of the soil treatment area
Have outlived their ability to properly treat effluent, can be compromised easier by roots,
Seepage Pits in have outlived their effectiveness to properly disperse effluent. Seepage pits are usually tandem, one behind the other in single file. Again, the only way you can tell if the soil treatment area is serviced by a seepage pit is by physical observation. Here again, we use our camera pushed through the outlet end of the septic tank. We can observe the effluent level in the first seepage pit and see the level. If the level is below the invert of delivery to the next pit, it is safe to believe that the first pit is still dispersing effluent and that the biomat is not completely choked.
In Arizona beginning 1990 all onsite systems are required to have observation ports at the end of the soil treatment area. When you verify that effluent is moving through the tank and its components, the tank is connected to the soil treatment area, and are able to inspect field observation ports, it would prove to be a useless, time consuming endeavor to perform a hydraulic loading test.
You cannot assume under any circumstance that the septic tank is connected to the soil treatment area unless you physically observe the delivery line.
This procedure coupled with all other of your observations, brings a complete picture together.
Consider, liability to well, transporting water, extra time and money for big equipment, deep effective areas, financial burden