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1 5' DIA. PERFORATED PRECAST
MANHOLE SECTIONS (ASTM C -478)
WITH CONE OR FLAT SLAB TOP
SEPTIC INFLUENT
1 MINIMUM 24' MANHOLE COVER
1
1 PERIMETER OF GRAVEL DRY WELL
. i.
1 DRY WELL ABSORPTION FIELD
(16'M16'xB' DEEP FILLED
WITH 7' OF STONE)
GRAVEL FILL
(1.0' -2.5' WASHED ROCK)
1 1. 16' 1
DRY WELL - PLAN VIEW
I SCALD 1
SOIL CAP (MOUND 5X.)
SYNTHETIC FILTER FABRIC, HAY, OR
I
UNTREATED BUILDING PAPER OVER GRAVEL
, / MINIMUM 24' MANHOLE COVER
STRUCTURAL CONCRETE LID
' (EITHER CONE OR FLAT)
10' MINIMUM (18'
RECOMMENDED)
• _ MAXIMUM 3/1 (33X.) SLOPE TO
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4' PVC (MIN. ASTM 3034) 4444444 X44••••44••44
FROM SEPTIC TANK, FALL •••4.4•44
1/4' PER 12', TYP. • 0 : 4 : 4 :4 4 :4 4 :406 M•i•i•i i i•i•i i i1
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16'
LDISK OR SCARIFY 03
5' DIA. PERFORATED PRECAST
MANHOLE SECTIONS (ASTM C -47B) GRAVEL FILL ROCK)
DRY WELL - CROSS SECTION
I K RESIDENCE
SCALE) 1'�3' NOTES — -144'
12752 B1-SANDY CLAY) WHITE CALICHE SOILS LOG
12752 HVY 82, CARBONDALE CEMENTING) LOV DENSITY (SEE NOTES)
CONSTRUCTION DETAILS B2 -LIGHT RED SANDY CLAY AND
OCTOBER 13, 2001 CLAYEY SANDI SOFT, LOV
1 SCALE' 1' =5' DENSITY
B3 -LIGHT RED SAND TO CLAYEY
SAND
NO GROUNDWATER OR INDICATION
CF A HIGH SEASONAL WATER
1 TABLE TO 144' BELOW GROUND
SURFACE