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Page 2 of 4; Esvelt;
Parcel #021 3332 037
ONSITE SEWAGE DISPOSAL
SYSTEM DESIGN
0
ttP
'EGG' 4
412
Date 25 July 2014 01, s� W6 M�
' arms
Property Owner Rick & Christine Esvelt 4/0 25 July 2014
System Designer Suzanne Martin
Legal Description: Section 33 Township 30N Range 1E
Subdivision Name Betty Hiller SP(enlg by ptn tx 23) Division Block Lot(s) 3
1. CALCULATIONS
If for residential use:
Number of Bedrooms: 4 x 120 G.P.D. = 480 total G.P.D.
If for non - residential use, attach calculations used to determine G.P.D.
Soil texture waste water application rate 0.60 G.P.D. /ft. squared
(see page 214 of the EPA Design Manual)
DRAINFIELD SIZING:
Absorption area: 800 square feet (total G.P.D. ; G.P.D. /ft. squared)
Trench or bed width 3 feet
Trench or bed length 267 lineal feet (sq. ft. T trench or bed width)
II. APPURTENANCES
Septic Tank Size 1000 min gallons
Pump Requirements (If Necessary)
Elevation difference in feet n/a
Friction loss
Pump capacity should be G.P.M. at T.D.H.
Number of doses per day
Dosing volume gallons
Pump chamber size n/a gallons
H:%home \pinc ntrVnfohlth \sewd sn
page 3 of 4; Esvelt;
Parcel #021 332 037
111. DRAINFIELD CROSS SECTION
h . 5112
Suzanne L Merlin "•y
D / L/ 26 July x'2014
" Dra:.. Reck
NATIVE SOIL
A
y
B
E i
C
IMPERMEABLE MATERIAL/
SEASONAL SATURATION
A. Trench Depth 36 inches
B. 6 inches of drainrock below pipe
C. 36 inches of vertical separation from trench bottom to impermeable
material /seasonal saturation
D. mound inches of fill (if needed)
E. Trench width 36 inches
NOTES:
Reserve area may require additional treatment
ATTACH DETAILED DESIGN OF SYSTEM