HomeMy WebLinkAbout2006 Septic System Site PlanNOTE: THE EXISTING ROCKBED IS TO BE
EXTENDED 22' TO THE NORTH. THE
EXISTING NORTHERLY SIDESLOPE OF THE
MOUND IS TO BE REMOVED INCLUDING
THE SAND IN THE AREA OF THE
PROPOSED ABSORPTION AREA. THE
ABSORPTION AREA IS TO BE SCARIFIED
AND WASHED MOUND SAND IS TO BE
FILLED TO THE BOTTOM THE ROCKBED.
THE REMAINDER OF THE PROPOSED
MOUND ADDITION IS TO BE
CONSTRUCTED AS NORMAL.
9
MILLER'S .SEWAGE TREATMENT SOLUTIONS
A division of WRM Services Inc.
PO BOX 458 Kimball, MN 55353
(320) 398-2705 cell (320) 980-1737
21.2'
-� 05 --
PROPERTY LOCATION
Lot 1, Block 1, Burgers Bayside,
Second Addition„ Hennepin County,
Minnesota.
pid#517-117-23 21 0019
Septic System Site Plan
DATE JOB NO. SCALE
2127106 2006-28 Is2(}
PREPARED FOR:
Streeter
[Fullerton
APPROXIMATE MOUND ADDITION QUANTITIES
Rock Quantity = 8.1 f yards
Sand Quantity = 65-- yds.
Loamy Sand Quantity = 8+ yds.
Top Soil Quantity = 25-± yds.
*Quantities are approximate
and do not include waste
Notes
Avoid compaction of mound area before, during and after
construction.
Verify before construction that no wells are within 50 feet
of the proposed or existing septic tank.
Verify before construction that no shallow wells are within 100 feet,
or any deep wells within 50 feet of proposed treatment area.
All materials used for construction must meet or exceed the
M.P.C.A. Chapter 7080 requirements.
Divert surface drainage away or around the septic area.
All dimensions, quantities and elevation shown on plan are approximate.
I hereby certify that this site plan was prepared by me or
& Associates under my direca super 'ion.
Res.I / Bernie Miller Miller D.R. . M. P. C. A. License # 1921
LEGEND
denotes
well location
O
denotes
perc test location
0
denotes
soil .boring location
( 97*8
) denotes proposed elev.
97*8
denotes
existing elev.
-0
denotes
surface drainage
Notes
Avoid compaction of mound area before, during and after
construction.
Verify before construction that no wells are within 50 feet
of the proposed or existing septic tank.
Verify before construction that no shallow wells are within 100 feet,
or any deep wells within 50 feet of proposed treatment area.
All materials used for construction must meet or exceed the
M.P.C.A. Chapter 7080 requirements.
Divert surface drainage away or around the septic area.
All dimensions, quantities and elevation shown on plan are approximate.
I hereby certify that this site plan was prepared by me or
& Associates under my direca super 'ion.
Res.I / Bernie Miller Miller D.R. . M. P. C. A. License # 1921