HomeMy WebLinkAbout2010 Septic System Site PlanN
EXISTING
DEEP WE
APPROXIMATE DRAINFIELD QUANTITIES
Rock Quantity = 21± yards
Sand Quantity = 100f yds.
Tap Sail Quantity = salvage existing
*Quantities are approximate
and do not include waste
Notes
1. Avoid compaction of drainfield area before, during and after
construction.
2. Verifv before construction that no wells are within 50 feet
of the propose�J or existing septic tank.
3. Verify before construction that no shallow wells are within 100 feet,
or any deep wells within 50 feet of proposed treatment area.
4. All materials used for construction must meet or Exceed the
M.P.C.A. Chapter 7080 requirements.
5. Divert surface drainage away or around the septic area.
C. All dimensions, quantities and elevation shown on plan are approximate.
_MILLER'S SEWAGE TREATMENT SOLUTON.S PROPERTY LOCATION PREPARED FOR; I hereby certify that this site plan was prepared by me or
Lot 22, Auditors `�ubclivision #229, Septic System Site Plan `/�I�p1� Inc and my direct supervision.
A a`ivision of WRM Services Inc. Y 1 �
9075 155th Street,
Hennepin
County, Minnesota.
inriesoka.
Kimball MN 55353 p # > DATE JOS NO. SCALE T[A-Q7
(320) 398-2.70,E cell (320) 980-173,, 9/20/10 201 0-1 80 � = 2�
_Bernie Miller D.R.P. M. P. C. A. License // 1921
LEGEND
49
denotes
well location
p
denotes
perc test location
P
denotes
soil boring location
( 97*8
) denotes
prod>osed elev:
97*8denotes
existing elev.
_---- r
denotes
surface droiniage--------- - --- - -
APPROXIMATE DRAINFIELD QUANTITIES
Rock Quantity = 21± yards
Sand Quantity = 100f yds.
Tap Sail Quantity = salvage existing
*Quantities are approximate
and do not include waste
Notes
1. Avoid compaction of drainfield area before, during and after
construction.
2. Verifv before construction that no wells are within 50 feet
of the propose�J or existing septic tank.
3. Verify before construction that no shallow wells are within 100 feet,
or any deep wells within 50 feet of proposed treatment area.
4. All materials used for construction must meet or Exceed the
M.P.C.A. Chapter 7080 requirements.
5. Divert surface drainage away or around the septic area.
C. All dimensions, quantities and elevation shown on plan are approximate.
_MILLER'S SEWAGE TREATMENT SOLUTON.S PROPERTY LOCATION PREPARED FOR; I hereby certify that this site plan was prepared by me or
Lot 22, Auditors `�ubclivision #229, Septic System Site Plan `/�I�p1� Inc and my direct supervision.
A a`ivision of WRM Services Inc. Y 1 �
9075 155th Street,
Hennepin
County, Minnesota.
inriesoka.
Kimball MN 55353 p # > DATE JOS NO. SCALE T[A-Q7
(320) 398-2.70,E cell (320) 980-173,, 9/20/10 201 0-1 80 � = 2�
_Bernie Miller D.R.P. M. P. C. A. License // 1921