595 Proposed Disposal System Design PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN
)d For: floc- i ESJ" VE •: Jei uR. >: S
of Bedrooms:
Garbage Disposal: YES
LEACH AREA DESIGN
Bedrooms x 2 p
ersons/bedroom - 6 persons
330
Persons x 55 gallons wastewater/person/day. OZTHAr Pro J i.dr
vast evater/day.
elation Rate:
)n of wastewater/square feet of leach area for a Percolation Rate of:
min/inch ° 2-S-0 Gal/SF Sidewall Area
) -O Gal/SF Bottom Area
f a leach bed is to be installed, no sidewall is allowed.
:f percolation rate exceeds 20 min/inch, no bottom area is allowed.
2 , 0
min/inch
total gallons of
Ii EGS = -air
- SEPTIC TANK -
ITHOUT GARBAGE DISPOSAL:
Gallons of wastewater/day x 150X
REQUIRED effective liquid
capacity of septic tank.
:O}L`OENDED: Septic Tank
In no case will the septic tank be less than 1,000 gallons (effective liquid capacity) .
WITH GARBAGE DISPOSAL:
Gallons of wastewater/day x 200%. * 990 - REQUIRED effective liquid
capacity of septic tank.
:COMMENDED: 5-00 Septic Tank
* In no case will the septic tank be less than 1,500 gallons (effective liquid capacity)
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
LAND SURVEY ORS - PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS
LEACHING PIT DESIGN
ecast Pit Used: �_ Long x S ' Wide x Z ' Effective Depth
g
Lug -.23L-1 of stone
[DEWALL AREA:
' Long x 3 ' Effective Depth x 2 Sides - I 08
SF
� 3 ' Wide x
3 ' Effective Depth x 2 Sides - 78 SF
18
all around and
of stone under pit.
o tai of )$ b SF (Sidevall Area) x
d Gal/SF - 4 & `C Gal/Pit (Sidevall)
IOTTON AREA:
11_3 _2 Long x 1 3 ' Vide is .2.34 SF
2. 3 4 al/Pit (Bottom)
Sr SF (Bo tine Area) x � - O Gal/SF - ��
46S Gal/Pit (Sidevall)
+ r2 3 4 Gal/Pit (Bottom)
(� 9 9 TOTAL Gal/Pit (Designed)
* Without Garbage Disposal:
Total Gal/Day (REQUIRED)
q S Gal/Pit
* With Garbage Disposal: 1.5 z .3 3 O Gal/Day (Daily Flow) 4 (REQUIRED)
dq �
using � Gal/Day (Daily Ploy) + 6 � q Gal/Pit - Pit(s)
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
LAND SURVEYORS - PROFESSIONAL ENGINEERS • LANDSCAPE ARCHITECTS
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