5.a 12408 228th St N Scandia_site plan for septic rplcmt12408 228th St N, Scandia
0 20 4010 ft
0 7 143.5 m
1:2 50
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-
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4
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HOU
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BENCHMARK = 100.0'
Threshold of Back Door
Need variance for
16' setback from house
to mound STA
5.0ft
8.0
f
t
16.0
f
t20.0
f
t 20.0
f
t
HOU
S
E
5.0ft
w
Deep Well
50.0ft
13.3ft15'
-0
"
15.0ft
WALL
STAIR
S
110.81
DIGOUT EXISTING
AT-GRADE 16' X 42' ROCK BED
GRADE UPSLOPE TO LEVEL @102.5'
SHED
(slab
o
n
gr
a
d
e)
14' X
2
0'
Tanks must be
certified. Contact
Smilie's Sewer for
Certification.
SP1
INSPECT 2" SUPPLY
LINE
GAS
GA
S
GA
S
GA
S
G
A
S
GA
S
GA
S
GA
S
GA
SGA
S
G
A
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A
SGA
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A
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SGA
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SGA
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8.0ft
SB3
SB2
SB1
ADD
E
F
F
L
U
E
N
T
SCR
E
E
N
PUMP
TANK
1,500
COMBOTANK30'20'ABSORPTION AREA
ROCK BED13.5%3%27.2ft
10.0ft
GARAGE 2' ROOF LINE21.0ft9.5ft21.5ft24.5ftInstall Timed Dosing
Control Panel for
Pump
NOTES:
1. Reuse existing Tanks: 1st Tank - 1,500-gallons (split compartment) and Pump Tank - 1,000-gallons (single
compartment).
2. Existing Tanks must be certified by licensed Maintainer (Pumper) or Inspector to be water-tight and structurally
sound.
3. Existing At-Grade Rock bed and Soil Cover must be removed. Handle all contaminated soil as sewage and
hazardous waste.
4. Prepare soil below mound absorption area carefully throughout 20' x 30' Soil Absorption Area. Be careful not to
compact soil during deconstruction of At-Grade.
5. Time-Dosing Control Panel will be used to control flow to a maximum of 210-gallons per day and measure usage
daily.
6. A High-Level Alarm will be activated if household uses more that 210-gallons is a 24-hour period.
7. A small retaining wall may be necessary to allow access to door of Garage. Discuss options and costs with
homeowners.
8. The existing Sewer and Pump Supply Lines must be inspected if either is reused.
9. Northwest end of mound berm calculation extends beyond small deck to south of the house. Installer must
discuss options to blend berm or build retaining wall beyond the absorption are to keep soil cover from impacting
deck.
- THIS IS ONLY A SITE PLAN
- ALL SEPTIC LOCATIONS AND MEASUREMENTS ARE ONLY ESTIMATES
- AS-BUILT WILL NEED TO BE PROVIDED BY INSTALLER AFTER CONSTRUCTION
Kloeppner Services & Designs, LLC
Lic # 4043
Approved by: Jesse Kloeppner
Date - 11/20/20
LEGEND:
W = Well
SB = Soil Boring
SP = Soil Pit
= Benchmark NORTH
MOUND DIMENSIONS
Rockbed - 10' x 30'
Absorption Bed - 20' x 30'
Total Mound - 37.1' x 58.2'
Upslope Elev. - 102.5'
Min: Sand Height - 18" @ 105.0'
Rockbed Laterals Elev. - 105.8'
Height @ Crown Elev. - 107.3'
LATERALS
3 - Laterals @ 28' of 1-1/2" SCH40
Spacing - 3'
Drilled Holes - 3/16"
NW - 100.4' SB1 - 102.5'
NE - 101.9' SB2 - 102.1'
SW - 102.5' SB2 - 100.2'
SE - 102.5' SP1 - 101.8'
Wood
Deck