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THESE MARVELOUS CRYPTS
MAKE LIFE EASIER
COLLECT SEWAGE FROM YOUR HOME
SEPARATE SOLIDS
CLARIFY EFFLUENT FOR DISPERSAL
OPERATE MORE EFFICIENTLY THAN
PUBLIC SEWERS, AND AT A FRACTION
OF THE COST
PROTECT THE AQUIFER
AS INSPECTORS WE ARE
CHARGED WITH PROTECTION
OF THE AQUIFER
• No person shall
discharge sewage
or wastewater that
contains sewage
from an on-site
wastewater
treatment facility
except under an
Aquifer Protection
Permit issued by
the Director.
A PERSON SHALL NOT USE A
CESSPOOL FOR SEWAGE DISPOSAL.
R18-9-A309A 4
SOME TOOLS YOU WILL FIND HELPFUL.
NEVER LEAVE HOME WITHOUT IT !
SCUM AND SLUDGE
DOCUMENTS CONSULTED 5
OWN-Online Wastewater Notice of Transfer
EVALUATION OF ACTUAL FLOW 6 F
SEPTIC TANK’S DAILY DESIGN FLOW IS DETERMINED AS FOLLOWS: R18-9-A314
4.
FOG FAT OIL GREASE 6G
THIS WOULD EXCEED TYPICAL RESIDENTIAL
SEWAGE
FOG FANNING
TYPE 4
PERMIT
• Facility design for
Type 4 On-site
Wastewater
Treatment Facility.
• This design is pre 1
January 2001 and
it is a conventional
gravity feed on-site
wastewater
treatment system.
DESIGN TYPE 4 ON-SITE SYSTEM
1 January 2001, permitted and installed, new criteria for design, conventional
CHAMBER TECHNOLOGY 7
SEEPAGE PIT 7
SEEPAGE PIT
NOT CONNECTED TO-
This Seepage pit that failed.
Was the Tank Pumped ? 8A
Septic Tank Material 8B
R18-9-A314 Design, Manufacturing, Installation.
Plastic
Fiberglass
Block
Vent
• Inlet
• Outlet
Liquid Level- Normal 8C
Liquid Level-Below Normal 8C
Liquid Level-Above Normal 8G
Liquid Level-Outlet 8C
This tank has a fluctuating level. Caution-leaking tanks and vacant homes. This
home was occupied, but could have been easily missed.
Obvious receding levels; this tank is
leaking.
Liquid Level at Outlet 8C
Proper level-at invert of the outlet
Don’t be Fooled!!
If you can’t see sewage entering tank, be cautious!
This tank had a proper level at the outlet.
Access Openings 8D
Access Openings 8D
Compartments 8E
Septic Tank Risers 8G
What is the concern here?
CAPACITY 8H
AIR-LIQUID INTERFACE TO BOTTOM OF TANK 8II
** SCUM AND SLUDGE 8I
SCUM AND SLUDGE 8 I II
SCUM
WHAT CAN BE IN A SCUM CAP?
DIAPERSs
LANDFILL TRASH
DISPOSABLE WIPES
SEPTIC SAFE AND FLUSHABLE ?
INSULIN BOTTLES
Rattle Snake Remains
SCUM AND SLUDGE 8 I
SECONDARY CHAMBER-REAR-CLEAR CLOUDY III
BAFFLES OR SANITARY T’S 8K
WHAT’S WRONG ?
PRECAST
1970S DETERIORATED
WHOOPS!
PLASTIC, USUALLY NOT THE INSTALLER THAT
CONNECTS FROM DWELLING TO TANK.
CLAY
CAST IRON
ORANGEBURG
1940S MANUFACTURED DURING WWII.
COMPRESSED TAR- CARDBOARD-
ASBESTOS.
PLASTIC OR STEEL
INLET BAFFLE WITH 2 INCH DROP AT
INVERT OF THE INLET. PROPER, BUT VERY RARE! R18-9-A314 1 F.
8 K I
WHAT’S WRONG?
INLET BAFFLE 8 K I
NOT FUNCTIONAL, ESSENTIAL TO LAYERING
NOT FUNCTIONAL; SUBMERGED INLET
INLET SEVERED
REVERSE CLEANOUTS
TANK SIDE
PLUGGED WITH FOG
OUTLET BAFFLE
NOT FUNCTIONAL, WHEN YOU SEE THIS
EFFLUENT HAS TO RISE 4” ABOVE
PROPER LEVEL TO LEAVE TANK
YOU WILL FIND THIS:
DIPPED
CRIMPED
SEVERED AT TANK
IT CAN FUNCTION FOR YEARS,
WITHOUT BEING NOTICED UNTIL SOIL AROUND TANK IS
SATURATED.OR ROOTS OBSTRUCT THE OUTLET.
FORMULA FOR DISASTER!!
UNSUPPORTED DELIVERY, VOID UNDER IT!
WHAT’S WRONG?
EVIDENCE OF ROOTS, CRACKS, REBAR
8N
EXPOSED REBAR CAUSES CRACKS,
ROOT INVASION, OTHER 8 N
EXPOSED REBAR
EVIDENCE OF: DAMAGED LIDS, RISERS.
8 N
CRACK ON FLOOR OF TANK. 8 N
DRAIN FLY 8N
LARVAE PUPA
EFFLUENT SCREEN/FILTER 8P
CLOSED AT TOP
PARTICLE PACK
SURGING
EFFLUENT SCREEN/FILTER 6 IN.
FACING INLET
THIS SIDE FACING FIELD
HYDROGEN SULFIDE FROM DISPOSAL
WORKS
CAKED WITH ETTRINGINTE
NOT ALL FILTERS
ARE ALIKE IN THE WAY THEY GATHER PARTICLES.
M DISPOSAL WORKS,ETTRINGITE.
IS A WHITE FLAKY SUBSTANCE, BY PRODUCT OF
HYDROGEN SULFIDE.
BILLOWING
HYDROGEN SULFIDE DETERIORATON
1979 PRECAST SEPTIC TANK
1959 PRECAST SEPTIC TANK
CAST ON CONCRETE BAFFLE, FLUSH TO LID.
A CLOSER LOOK.
DISTRIBUTION BOX 9D WHAT TO DO?
OPEN FOR INSPECTION, VIDEO, CHECK NOT DETERMINED?
OPERATIONAL
FLOW TEST
• CHECKING D-BOX AND FIELD
Run water into the leachfield to make
sure there is not a break in the
delivery line, and at the same time
view the inside of the pipe with the
video camera.
Flowing water can be going into a hole.
Unless you can actually see where it is
moving, flow test can be
compromised.
You can see how many perforated
holes take the effluent.
Generally, effluent only drops through
the first few feet of perforated pipe.
When effluent flows to the end of the
field, and does not pond in the
pipe, there is not necessarily an issue
with the field. It may be that the holes
are partially plugged with buildup and
effluent moves down the line.
Hydraulic Loading Test presentation to
follow by Kitt Farrell-Poe.
BILLOWING, HS DAMAGE
DISTRIBUTION BOX
MAY HAVE ROOT INVASION.
EXFILTRATION AT OUTLET DELIVERY 9B
EFFLUENT NOT REACHING DISPOSAL WORKS.
DISPOSAL WORKS B
EVIDENCE OF MALFUNCTION?
INFILTRATION
FIELD INSPECTION PORTS 9 E
HOW TO MEASURE ?
INDICATE DEPTH (IN INCHES) FROM TOP OF EACH PORT TO:
BOTTOM OF PORT WASTEWATER (LIQUID) SURFACE
-
SHALLOW FIELDS, IRRIGATION WATER GOES
DIRECTLY INTO THE FIELD.
Seepage Pits
PINE TREE ROOTS
Life Expectancy is up!
Are dangerous.
Some are honeycombed.
Some are filled with rocks, boulders.
Can be 3-5ft. In diameter.
Can be 10-15 ft. deep.
Specific criteria for 2001.
When to Perform
Dye Test
SEWER INTERCEPTOR
Vet Fixtures (two septic systems),
No permit, or mis-information,
Water over field,
Determine city sewer or septic system,
Determine fixtures on gray water.
STRAIGHT SYSTEM.
BEWARE OF PROBLEM AREAS.
SAFETY FIRST
VISIT US @
WWW.AMERICANSEPTICSERVICE.COM
SIGN UP FOR NEWSLETTER
CHECK OUT ADEQ URL’S
DOWN LOAD NOTICE OF TRANSFER
ANIMATED SEPTIC TANK
ARTICLES AND PHOTOS
HOMEOWNER RESOURCE MANUALS
THESE MARVELOUS CRYPTS!

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